HomeMy WebLinkAboutCALLOW AVE. N., 938
'2.,(
--------------------------------------------------------------------.----
BASEMENT RETAiNiNG WALL DESiGr\!
------------------------------------------~------------------------~-----
L'ESCRiPT ION >> SW 1467
....>..:-
-.--------- SOIL DATA ------------
ALLOWABLE BEARING = 2,500 psf
ACT I'vE FLUID PRESS = 50 PCT
DESIGN FLUID PRESS = 0 pc:f
(Corrected for backfill slope)
SLOPE C:iF BP.f.J<.F ILL = 0 : 1
" \
r. h::;)ri=: 'v'er":. 0= level)
P,C.SS I \jE U~, TtH,6,L
= 25U pST'
= 110 PCT
SOIL DENSl T"Y
SOIL HT OVEF.( TOE = 12 ~n
(can't exceed toe supoort ht)
,
--------- VERTICAL LOA1)S
AXL~L DL ON STB" =
AXIAL LL ON STB"1 =
.. .ECC. (Toe side '+') =
450 pl"f
450 plf
1 ~n
,SLJRCHARGE OVER TOE = 0 psf
SURCHARGE OVER HF;;:I = 100 psi=
--------- LQ,TERAL Lo.C.DS -----------
U.J, fERAL LOAD ACT IN.::' ON
S Tf::jV\ ,C.BOVE SU I L
=
1 q ps'f
~'-'
U oH
0 it
0 tt
ADD'L LATERAL LOAD =
. . . rrJP FTG. TO START =
...rop FTG. TO END =
". .. (' +' increases sliding)
--------------------------- WALL & FOo'r LNG DATA ------------------------
~!i) FIXiTY ~ BASE OF WALL (100% = full fixity) = 0 %
HT. ABOVE TOP SUPPORT
DIST. TO TOP SUPPORT
=
0.00 f't:
23.00 ft
=
...
Total Wall Height
23.00 t-t
RETAINED SUIL HT. = 11.00 ft V'
KEY DEPTH = 0 ~n TOE WIDTH = 1. 50 ft
KEY WIDTH = 0 in r-EEL WIDTH = 1.50 ft
..
KEY DIST. TO TOE = 0 ft -------
FOOTING THICKNESS = 12 in Total Footing Width = 3.00 ft
(Toe Width = Location of face)
1------------------------- GENERAL SUMMARY ----------------------------1
I I
I P,-essure ~ Toe = 2,232 psf Ecc. of Resultant = 2.681 in I
1 Pres?ure ~ Heel = 853 psf Kern Distance = 6 in I
I Allowable Press. = 2,500 pST I
I Footi,ngs 1.:-Way Shear: I
I Sliding F.Gl.S. =999.00 .. ~"foe -" '" = 17.9 Psi I
1 ~ Heel = 0.0 psil
I Restraint Force Req'd Allowable Shear = 93.1 psi I
I at Top of Wall =604.7 lbs I
I Additional Restraint Footing Overturning ,
I Req'd at Bottom = 0.0 Ibs Stability Ratio = 2.86:1 I
1--------------------------------------------------------------------~-I
Slab Used To Resist
Sliding ? Y
FTG/SOIL FRICTION : 0.4
SOIL TO t'CGLECT = 0 in
Factor of Safety =999.00
SLIDING CHECK ~ SP;SE ----------------------------
Lateral Pressure 0.0 lbs
- Passive Pressure 0.0 Ibs
- Friction Pressure 0.0 lbs
y/n
Addn'l Force Req'd
=
0.0 lbs
-"50il Press. fVlJlt.
------------------------- FOOTING DESIGN -------~--~--------------------
--Toe-
3,189
3,219
410
2,809
--Heel--
1,220
o
454
(454)
By ACI Eq. 9-1
" fVlJ - Upward
fVlJ. - Down-ard
fVlJ - Design
One-Way Shear:
Actual
psf:
ft-:;;=
ft-:;;:
ft-:;;=
psi
17.9
f\ 11_, X oc::..
0'':> .,
0.0
f'c = 3,000 psi
Fy = 60,000 psi
Min. Asteel % = 0.0014
USE SP UNDER !-EEL ? N y / n
. . . . . . . . . . Rebar Choices. . . . . . . . .
--Toe-- --Heel--
~ [~ 15.87 in o.c. 15.87 ~n
#6 ~ 34.92 34.92
~7 ~ 4'1.62 47.62
#8 ~ 48.00 48.00
~8 ~ 48.00 48.00
STEJ\1 DESIG'\I BETWEEN LATERAL SlJPPORTS ____n___________
M~sonry Data... f'm = 2,500 psi
------------ Fs = 24,000 psi
LOAD DURA r ION FACTOR = 1
SPECIAL INSPECT ION '? . . . y
5C'L1O GROUT ING '? . . . y
1=Ltwt,2=MedWt,3=NrmWt..
(:oncrr:?i:e Data.... f T C =
------------- Fy =
CCM~. COVE,C< DVEI=< REBAR =
Cover Over Reba,- in:
F<\J : Mujbd"2 psi:
,'-'.5 REQ' D in"2:
3.00
38..5
0.151
3.00
6" ')
. '-
0.151
f'"ATERIAL TyPE......
1:Mas,2:Conc
1
j:.;;
,-m =
form X
750
n : Modular Ratio =
Allowable Fa
15.5
: 488.9
f'J()M 1 r\JAL TH.l (J<NE;::S =
10 in
" \
l'.I()TE y y
IYlaximum Moment OcceJl-s at
6 90
.J;:....
I ,_
above Top of Footiiig
"rcpO
.8 Hi:
5 Ht
.4 Hi:
2 Hi:
'1..<0
y/n
y/n
2
3,000 psi
60,000 psi
1.5 l.n
Bo;_ :~'=rn
----------.----,/\10 ::,ood I'Jo Good --------------.--.-
D15T. ABOVE ~TG :: 23 X'\f\~l: C"t>(..10 ? 4 0 fi:
.B,cR SIZE f:I. 7 < '.' 'A< '.:: 7 ? ? '/
36R SPACING : 8 8 I 8 8 8 8 l.n
....0:Cntr.l:Edge 1 1 1 1 1 1
I=<ebar 'd' Dist. = 7.25 7.25 7.25 7.25 7.25 7.25 l.n
Wall Side w/Tension: Earth F.r. ~ Front Front Front Front
I'Ibment.. . . Actual = -75/'~115-8\, 7740 8704 7401 0 ft-'It
Moment.. . . Allow = 7954 . 'L~~r7954 7954 7954 7954 ft-:j:l:
Shear.....Actual = 5.2 5.2 4.7 0.2 8.3 25.1 'It
Shear.... .Allow : 50.0 50.0 50.0 50.0 50.0 50.0 'If
Wall Weight = 98.0 98.0 98.0 88.0 98.0 98.0 psf
. r,'1ASONRY STEM OAT A. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
1 nb-=raci:ion V'3.1ue = 0.03 0.94 1.01 1.14 0.98 0.05
Actual fa = 8 18 19 21 24 27 psi
Actual fb : 8 742 803 903 768 0 psi
.
MOMEf\lTS ~ BASE OF WALL........ Used to find resultants & eccentricities
(About Toe [~ Bottom of Footing)
-.-----------------------------------------------------------------------
Force (lbs)
Vertical Lateral
Distance
(ft)
Shear ~ top of footing (tof)
Moment ~ T.D.r:. from stem fixity
Active pressure ~ heel side
Active pressure ~ toe side
Soil weight over heel
Surcharge load over heel
Footing weight
Stem weight
Applied axial load on stem
Soil weight over toe
Surcharge load over toe
= 2895.3
=
ji;;. ;..;. II
= 620.5
= -75.0
1.00
0?49
0.44
2.6'7
2.67
1.50
1.92
1.83
0.75
0.00
: -806.7
= -66.7
= -435.0
=-2254.0
= -900.0
= -165.0
= 0.0
Totals
= 4627.3 1bs
.
Momeni:
(ft-~)
2895
o
306
-33
-2151
-178
-653
-4320
-1650
-123.75
o
-5907.2 ft'lt
-'-----------------------------------------------------------------------
<...7
DESCRIPT I<JN >> 5(.-.) 1467
BASEMENT RETAINING WALL DESiGN ,
------------------------------------------------------------------------
>>
---------- SOIL DATA -----~------
P>LLOWABLE BE..~ I NG = 2, 500 ps f
.c.cT IVE FLUID PRESS = 50 pet'
DESIGN FLUID PRESS =
(Corrected for backfill
. \ SLOPE ()F 8ACKF ILL =
( horiz: ver"t, U=level)
Opcf
slope)
o : 1
P,~SS.l \/E L,e, TERAL
-=
250 Qsf
SUIL DENS I TY
SOIL HT O\JEj~ TUE:
=
11 0 pCT
=
12 ~n
( can't exceed 'tap su pport ht)
--------- VE.C<T ICAL LOADS
AXIAL DL ON STE.IV\ =
AXIAL LL ON STEM' =
.. .ECC. (Toe side '+') =
450 plf
450 plf
1 l.r,
.
SURCHARGE OVEFI TOE = 0 pst'
SURCH,clRl.'E OVER HF;=I = 100 ps'f
--------- LATERAL LOADS -----------
LAfEF<AL LOAD (.\CT iN(:; ON
S TEi'''1 ,Cl,l30VE SCJ I L =
ADD'L U\ TERAL LOAD =
. . . lOP FTG. ro START --
... TOP FTG. TO END =
.. . .. (' +' increases sliding)
18 pST
o plf
o T't
o ft
--------------------------- WALL & FCDTING DATA ------------------------
~t F lXLTY [~ BASE OF WALL (100~6 = full fixity) = 0 ~6
HT. ,C,BOVE T CP SUPPORT
DlST. TO TOP SUPPORT
=
=
Total Wall Height
I<EY DEPTH
KEY WIDTH
KE'( DIST. TO TOE
FOOT ING THICKNESS
=
o
o
o
12 l.n
l.n TOE WIDTH = 1.50 ft
in HF;=! WIDTH = 1.50 ft
ft -------
Total Footing Width = 3.00 oft
(Toe Width = Location of face)
1------------------------- GENERAL SUMMARY ----------~-----------------I
I I
I Pressure[~ Toe = 2,261 psf Ecc. of Resultant = 1.888 it' I
I Pressure ~ Heel = 1,174 psf Kern Distance = 6 in I
I Allowable Press. = 2,500 psf I
I F?Ot-\r,;l9s ~ -~y Shear: I
I Sliding F.O.S. =888.00 ' ~ Toe ';j = 18.5 psi I
I ~ t-1eel := 0.0 psil
I Restraint Force ReqTd Allowable Shear = 93.1 psi I
I at Top of Wall = 604.7 Ibs I
I Additional Restraint Footing Overturning I
I Req'd at Bottom = 0.0 Ibs Stability Ratio = 3.18:1 I
1----------------------------------------------------------------------1
=
=
=
0.'00 ft
23.00 ft
~/
RETAINED SOIL HT. = 11.00 ft
23.DQ f"t
Slab Used To Res ist
Sliding ? Y
FTG/SOIL FRICTION = 0.4
SOIL TO NEGLECT = 0 in
Factor of Safety =999.00
SLIDING CHECK ~ BASE ---------~------------------
Lateral Pressure O.Olbs
- Passive Pressure 0.0 Ibs
- Friction Pressure 0.0 Ibs
y/n
Soil Press. f\'\..Jl t.
.------------------------ FOOTING DESIGN -------~-----------------------
Addn'l Force Req'd
=
0.0 Ibs
--Toe-
3,224
3,337
410
2,927
--Heel--
1,675,
o
454
(454)
By ACI Eq. 9-1
M...J - Upward
M...J - Downward
Mu - Design
One-Way Shear:
Actual
psf=
ft-~=
ft-~=
ft-~=
psi
18.5
0.0
f'c = 3,000 psi
Fy = 60,000 psi
Min. Asteel % = 0.0014
USE SP L..NDER rEEL ? N Y / n
. . . . . . . . . . Rebar Choices... . . . . . .
--Toe-- --Heel--
#4 ~ 15.87 in a.c. 15.87 in
C':over over Rebar in= 3.00 3.00 ft6 ~ 34.82 34.82 '?S
Ru = Mu/bd"2 psi= 40.2 6 " W7 ~ 4'7.62 4'7.62
.~
A.S REQ'D . .. r) 0.151 0.151 ft8 ~ 48.00 48.00
~n .:;.=
ft9 ~ 48.00 48.00
--------------- STEM DES 1 GN BE TWEEN LATERAL SUpprnTS -----------------
iYlATERIAL lYF-'E.....
1~Mas,2:Corc
2
f::;n =
f"m '"
750
9.3
0.0
n : Modula, Ratio =
Allowable Fa =
!'JOMli'JAL THICXI'JESS =
10 in
. \
1\IOIE y y
i\1aximum :\'Iomer.t OccU/-s at
M3.::.onry Data... f' .11 = 2,500 psi
------------ Fs = 24,000 psi
LOAD DURAl ION F,C,CTOR = 1
SFECIPL INSPECT ION ?... Y
SOLID GROUT ING ?. . . Y
1=LtWt,2=MedWt,3=NrmWt..
Concrete Data... fTc =
'.fIn
Y/n
2
3,000 psi
= 60,000 psi
1.5 ~n
------------- Fy
CeNC. COVER OVER REBAR =
6.80 ft
above Top OT Footing
Top . 8 Ht "6 Ht .4 Ht "2 Ht cottom
- - - - -- - ---.- -- - -\_. - -- ---- - - - - - - - -- - -- - - -.- - - - - -- .---
D[~:3I.P,BU\iEFn:; = 23 t>hl1!C),..il.,..10 'l 4 Oft
BAR :3IZE * '7, n" <-I: ).7 '7 'l 'l
8.O,R SPACH-JG = 8 8 8 8 8 8 ~n
....O:Cntr,l:Edge? 1 r 1 1 1 1 1.
Rebar 'd' Dist. = 8.06 8.06 8.06 8.06 8.06 8.06 in
Wall Side wjTension: Earth Front Front Front Front Front
Moment....Actual = -127 12168 13158 147S6 12582 0 ft-ft
/Yloment. . . . AllQl,.o.l = 29069 2906.9 29069 29069 29069 29068 ft-#
Shear.....Actual = 10.6 10.6 9.4 0.4 16.8 50.9 ft
Shear.....Allow = 93.1 93.1 93.1 93.1 93.1 93.1:J:j:
\~ll Weight = 120.8 120.8 120.8 120.8 120.8 120.8 psf
.MASCJNRY STEIVJ DATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . .. . .. .
.In"teraction Value = 0.00 0.00 0.00 0.00 0.00 0.00
Actual f,3. = 0 0 0 0 OOps i
Actual fb = 0 0 0 0 0 0 psi
JVIOMENTS [5! BASE OF WALL........ Used t,=> find resultants & eccentricities
(About Toe [::! Bottom of Footing)
------------------------------------------------------------------------
Shear ~ top of footing (tof)
Moment [~ T. 0 . F. from. stem f ixi ty
Active pressure ~ heel side
Active pressure ~ toe side
Soil weight over heel
Surcharge load over heel
Footing weight
Stem weight
Applied axial load on stem
Soil weight over toe
Surcharge load over toe
Totals
Force (lbs) Distance
Vertical Lateral (ft)
Moment
(ft-ft)
=
2895.3
2895
o
306
1.00
=
-;;;;
. ~ ,J
620.5
-75.0
-33
-2151
-178
-653
-5327
-1650
-123.75
o
=
..
0.49
0'.44
2.67
2.67
1.50
1.92
1.83
0.75
0.00
=
= -806.7
= -66.7
= -435.0
=-2779.2
= -900.0
= -165.0
= 0.0
= 5152.5 Ibs
-6913.8 f'tfl:
c-cr
------------------------------------------------------------------------
DESCRIPT ION >> S~4,j 146'/
B.C.SEMENT RETAINING WALL DESIGN
>>
-----~---- SOIL DATA ------------
ALLOWABLE BEARING := 2,500 pst
ACT I'vE FLUID PRESS:= 50 pct
DESIGN FLUID PRESS :=
(Col-rected for backt'ill
. . :3L OPE l'iF BACi<,F ILL =
(h()ri.=: ver,,:, O=level )
o pcf
slope)
O .1
..
F',6S3I\iE L,C; T:::'HAL
=
250 pst'
::;:,(] LL DENSl If
SOIL HT O\;E~ TOE
:=
11 [; pct'
12 lor,
=
(can't exceed top support ht)
--------- VEFH ICAL LOADS
AXIAL DL ON STEM =
AXIAL LL ON STEM =
...ECC. (Toe side '+1) =
450 plt
450 plf
1 lor.
SURCHARGE OVER TOE = 0 pst'
SURCHARGE OVER HEEL = lOP pST
--------- LATERAL LOADS -----------
L/J,TEF<AL LOAD ACT 11\K3 0(')
STEM ABOVE SOIL =
,u,DD'L LATERAL LOAD =
. .. fOP FTG. TO ST,DRT =
.. . TOP FTG. TO E.I\lD =
"... ('+' increases sliding)
13 psi~
U plF
[I +t
o tt
--------------------------- ,WALL & FOOT ING DATA -------'-----------------
~i'i FIXITY r~ BASE OF I.-JALL (100% := full fixity) = 0 %
Total Footing Width = 3.00 ft
(Toe Width := Location of face)
I -------------------.------ GENERAL Sl.JMM.Cl.RY ----------------------------!
I !
I Pressure [~ Toe = 1,068 psf ' Ecc. of Resultant = -1.487 in I
I Pressure ~ Heel = 1,772 psf Kern Distance := 6 l.n 1
I Allowable Press. := 2,500 pst I
I ~oot~pgs 1-~y Shear: I
! Sliding F.O.S. =999..00 - ~ ,Toe ~ = 9.0 psi I
I rs Heel = 0.0 psil
I Restraint Force ReqTd Allowable Shear = 93.1 psi I
I at Top pf Wall = 116.7 Ibs I
I Additional Restraint Footing Overturning I
1 Req 'd at Bottom:= 0.0 Ibs Stability Ratio = 6.87 :11
1----------------------------------------------------------------------1
H T. ABO\;E TOP SUPPOR T
.oI5T. TO TOP SUPPORT
=
:=
Tot,31 \4,jall Height
KEY DEPTH
KEY WIDTH
KEY .oIST. TO TOE
FOOT ING THICKNESS
=
o l.n
o in
o ft
12 in
=
=
:=
0.00 tt
23.00 f't
L./." j
y
RETAINED SOIL HT. :=
6.00 ft
23. DO f't
TOE ~'I/ IDTH
HEEL WIDTH
:=
1. 50 ft
1. 50 ft.
=
SLIDING CHECK ~ BASE ----------------------------
Lateral Pressure : 0.0 Ibs
- Passive Pressure 0.0 lbs
- Friction Pressure 0.0 Ibs
Slab Used To Resist
Sliding ? Y
FTG/SOIL FRICTION := 0.4
SOIL TO NEGLECT = 0 l.n
Factor of Safety =999.00
y/n
Addn'l Force Req T d
=
0.0 IbS
.------------------------- FOOTING DESIGN -------~-----------------------
Soil Press. IVlJlt. --Toe- --Heel-- f'c = 3,000 psi
By ACI Eq. 9-1 psf:= 1,530 2,537 Fy = 60,000 psi
Mu - Upward ft-#= 1.910 0 Min. As tee 1 % ': 0.0014
Mu - Downward ft-#= 410 283 USE SP UNDER HEEL ? N y/n
Mu - Design ft-#:= 1,500 (283) ..........Rebar Choices.........
One-Way Shear: --Toe-- --Heel--
Actual psi 9.0 0.0 #4 r~ 15.87 in o.c. 15.87 in
,'\ 1 ~ -." :x 0 C'
Cover over- Reoar- in=
3.00
20.6
0.151
Ru = iV'Iu/oo"2
PS REQ'D
ps~=
- . ~ '1
~n ",=
STEJVI DESIG\I
MATERIPL TYP:......
1. : rTi.as , 2 : Conc
1
750
::.m -
t"m "
n : Modular Ratio =
Allowable ra
15.5
= 489.9
NOMINAL THICK.NESS =
. "
MJTE Y Y
3.00
3.8
0.151
#6 ~ 34.92 34.92
#7 ~ 47.62 47.62
#8 ~ 48.00 48.00
~9 ~ 48.00 48.00
BETWEEN U\TERAL SUPPORTS ______n_________
Ma=.onry Data... f' m = 2,500 ps.l.
------------ Fs = 24,000 pS.l.
LOAD DURAT ION F,c.,CTl.'R = 1
SPECIAL lI\1SPECT ION? . . . Y
SOUD GROUT ING ? . . . Y
1=LtWt,2=MedWt,3=i\!rmWt. .
Concrete Data... f'c =
'3c)
y/rt
Y/n
2
10 in
3,000 psi
= 60,000 psi
1.5 ~n
------------- Fy
cor'>C. COVER OVER f=<EBAR =
!'iI-3ximum ,V"':)ment Occurs at
above Top CT Foot.i~i
Tor.>
4.60
~........
I ,_
.8 H+:
.6 Ht
.4 H1:
. ~ [-11:
do't"tom
Dl::;T. ABOvE :'::Tb = 23 11 10 7 4.6 f} ft "
BP.R SIZE Tl 5 5 5 5 5 !5
BAR SP,c.,CING = 8 8 16 8 8 8 .l.n
....O:Cntr,l:Edge ~ 0 0 0 0 0 0
Rebar 'd' Dist. = 4.75 4.75 4.75 4.75 4.75 4.75.l.n
Wall Side w/Tension: Earth Front Front Front Front Front
Moment... . Actual = -75 1321 1439 1794 2006 0 ft-#
IVloment. . . . Allow = 3170 3170 1990 3170 31'70 31'70 f.t-tf
Shear.. .. .. to .. ,Cctual = 1 .. 0 1 .. 0 1 .. 0 1 .. 0 0 .. 0 8 .. 9 tt
Shear.....Allow = 50.0 50.0 50.0 50.0 50.0 50.0 tt
Wall Weight = 98.0 98.0 98.0 98.0 98.0 98.0 pst
. MASONRY STEM DATA. , . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
In.teraction Value = 0.04 0.45 0.76 0.61 0.68 0.05
~tual f'a = 8 18 19 21 23 27 psi
Actual fb = 19 344 476 467 522 0 psi
(About Toe [9 Bottom ot Footing)
lYiOMENTS ~ BASE. OF WPLL........ Used to find resultants & eccentric:ities
------------------------------------------------------------------------
Shear [9t:op ot foo1:ir,g (tot)
Moment [9 T. 0 . F. from stem f ixi ty
Active pressure ~ heel side
Active pressure ~ toe side
Soil weight over heel
Surcharge load over heel
Footing weight
Stem weight
Applied axial load on stem
Soil weight ove~ toe
Surcharge load over toe
Totals
Force (lbs) Distance
Vertical Lateral (ft)
/Vloment
(ft-#)
=
1031.0
1031
o
181
1.00
= --~
f,.;. ,.-;-
"
0.49
0.44
2.67
2.67
1.50
1.92
1.83
0.75
0.00
-33
-1173
-178
-653
-4320
-1650
-123.75
o
=
370.5
-75.0
=
= -440.0
= -66.'1
= -435.0
=-2254.0
= -900.0
= -165.0
= . O. 0
= 4260.7 Ibs
-6918. 8 ft~
, -
------------------------------------------~------------------------------
)
DESCRIPT ION >> SW 146'/
B.~EMENT RETAINING WALL DESIGN
>.>
---------- SOIL DATA ------------
,cLLOWABLE BE.~RlI\J(3 = 2.500 psf
ACT I'vE FLUID PRESS = 50 pcf
DESIGN FLUID PRESS = 0 pef
(Con-ected for- backfill slope)
SLOPE OF BAC,",<r: 1 LL' = 0 : 1
(hor-iz: ver--::, 0=le\/e1 )
P'!:;'sS I VE LATE~,tl.L :::
")c.:.:"', psf
"-.JU
110 pct
12 lor,
:50 l L DENS I T;' :::
SOIL HT OvER roE :::
(can't exce<=d top suppor-t ht)
____n___ VERTICAL LOADS
AXIAL DL ON STEM :::
AXIAL LL ON STEM :::
...ECC. (Toe side '+') :::
450 pIt"
450 plf
1 irl
SURCHARGE OVER T G'E = 0 pst'
SURCHARGE OVER HE~ ::: 100 pST
_n__n__ L.~TERAL LOADS __n_______
U,-TERAL LOAD ACTlM3 ON
STEM ABOVE SOlL
,~DD . L LPITE,qAL LOAD
...TOP FTG. TO START
. .. TOP FIG. TO END
:::
18 psf
o pH'
:::
o h:
o t.t:
:::
,. . .. (' +' increases sliding)
--------------------------- WALL & FOOT INCi DATA ------------------------
~j:; FIXITY ~ BO.SE OF WPLL (100% ::: full fixity) = 0 ~o
Total Footing Width ::: 3.00 ft
(Toe Width = Location of face)
1------------------------- GENERAL Sl.JMM.QRY --------------------------,.,--!
I I
I Pr-essure {~ Toe = 1,088 psf Ecc. of Resultant ::: -1.872 in I
1 Pressure ~ Heel = 2,083 psf Kern Distance ::: 6 l.n I
I Allowable Pr-ess. ::: 2,500 psf I
I F;:'Ot~t;;)9s ~-~y Shear: _!
I Sliding F.O.S.. =999.00 - [~Toe ,~ :: _ 9.6 psi I
I ~ Heel = 0..0 psi I
I Restr-aint Force Req'd Allowable Shear- ::: 93.1 psi I
I at Top of Wall = 116.7 Ibs I
I Additional Restraint Footing Overturning I
I Req'd at Bottom = O.Olbs Stability Ratio ::: 7.72:1 1
1----------------------------------------------------------------------1
HT. ABOVE TOP SUPPORT
OIST. TO TOP SUPPORT
:::
:::
Total Wall rieight
I<EY DEPTH
KEY WIDTH
KEY DIST. TO TOE
FOOT ING THICKJ\ESS
:::
o in
o in
o ft
12 in
=
=
:::
0.00 ft
23.00 ft
;I
RETAINED SOIL HT. = 6.00 ft
23.00 f..t:
TOE WIDTH
HEEL WIDTH
:::
1. 50 ft
1. 50ft
:::
Slab Used TaRes ist
Sliding ? Y
FTGfSOIL FRICTION = 0.4
SOIL TO NEGLECT = 0 in
Factor of Safety =999.00
SLIDING CHECK ~ BASE ----------------------------
Later-al Pressure 0.0 Ibs
- Passive Pressur-e 0.0 Ibs
- Friction Pr-essure 0.0 Ibs
yfn
Addn'l Force Req' d
:::
0.0 Ibs
.------------------------- FOOTING DESIGN -------~-----------------------
Soil Press. Mult. --Toe- --Heel-- f'c ::: 3,000 psi
By ACI Eq. 9-1 psf= 1,567 2,989 Fy ::: 60,000 psi
Mu - Upward ft-#= 2,030 0 Min. Asteel % = 0.0014
M..J - Down..ard ft-#= 410 283 USE SP L..NDER /-EEL ? N yfn
Mu - Design ft-#= 1,621 (283) ..........Rebar Choices.........
One-Way Shear: --Toe-- --Heel--
Actual psi 9.6 0.0 #4 {~ 15.87 in o.c. 15.87 in
Cov'~r over-- Rebar in= 3.00 3.00 tt6 l:! 34.92
Flu = Mu/oo"2 ps~-= 1")'" r) 3.9 ;:VI l:! 4'7.62
~~.4.
A.S REQ'D in"2= 0.151 0.151 tt8 l:! 48.00
tt!3 ~ 48.00
------------- --- S T E.iYi DES 1 G'\I BETWEEN LATERAL SLPPORTS
f't\a:=.onry Data.. . f'm
1V1ATERIAL TYP::......
1 :Mc,::;, 2 :Conc
2
Em :=
~'T ~
I m
'l~O
8.3
0.0
n : ~~dular Ratio =
Allowable ~a =
NOMINAL THIC1(j\IESS =
10 in
I'JOTE V'I
34.92
4'"' "'"
, I .O~
~L...-
48.00
48.00
= 2,500 psi
------------ Fs := 24,000 psi
LOAD DURAT ION FACTOR = 1
SFECIAL INSPECT ION '?.. . Y
SOLlD GROUTING '? . . . y
1=LtWt,2=MedWt,3=NrmWt..
Concrete Data... f'c =
yjn
y/n
2
3,000 psi
= 60,000 psi
1.5 l.n
------------- Fy
CONC. COVER OVER REBAR =
;(l.3...."'..::imum f\'h:;ment Oc,=ur-s at
above Top of Foeti....;:)
TOD
U iST. ABO\iE:. ,;';;(3
BI~R SIZE
:=
23
it
'"
,v
4.60 ft
.3 Ht
.0 Ht
.2 Ht
Bottc>m
..~ Ht
11
10
'7 4.6 0 ..col-
I '.
"' 5 0
v
8 8 8 .In
0 0 0
5.00 5.00 5.00 in
5
'"
-.J
BAR SPACINh = 8 8 16
....O:Cntr,l:Edge 0 0 0
F<ebal- 'd' Dist. := 5.00 5.00 5.00
Wall Side w/Tension: Earth Front Front Front Front Front
~bment....Ac~al = -127 2246 2447 3050 3410 0 ft-~
["lament.. . .A.l.low = 8506 9506 4992 9506 9506 9506 ft-:t:!=
Shear. . . . . Ac~al = 3 . 3 3 . 3 3 . 3 3 .3 0 . 1 29 . 2 ~
Shear.....Allow = 93.1 93.1 83.1 93.1 93.1 93.1 ~
~~ll Weight = 120.8 120.8 120.8 120.8' 120.8 120.8 psf
. MASONF<Y STEf'll DATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . .
L n'teraction Value = 0.00 0.00 0.00 0.00 0.00 0.00
Actual fa := 0 0 0 0 0 0 psi
Actual fb = 0 0 0 0 OOps i
IVIOMEl\lTS ~ BASE. OF WPLL........ Used to find resultants & eccentrici tie':::;
(About Toe [SBottcm of Footing)
------------------------------------------------------------------------
Shear l:!tOD of footing (tof)
Moment l:! T.O.F. from stem fixity
Active pressure ~ heel side
Active pressure ~. toe side
Soil weight over heel
Surcharge load over heel
Footing weight
Stem weight
Applied axial, load on stem
Soil weight over toe
Surcharge load over toe
Totals
Force (lbs) Distance
Vertical Lateral eft)
Moment
(ft-~)
= 1031. 0
=
i;i. ~ "
= 370.5
= -75.0
1.00 1031
0
0?49 181
0.44 -33
2.67 -11 '73
2.67 -178
1. 50 -653
1.92 -5327
1.83 -1650
0.75 -123.75
0.00 0
--------
-7925.3 ft~
--------
= -440.0
= -66.7
= -435.0
=-2779:2
= -900.0
= -165.0
= 0.0
= 4785.8 lbs
'5"3
hE1AINlNG
-----------------------------------------------------------------------~
WALL
DESIGN
------------------------------------------------------------------------
HeeL
- - -- -- - AD,-I,c-CSI\J T FOO T LNG
VERT I CPL LOAD =
LOAD ECCENTRICITY =
FOOT lNG WiDTH =
FTG. CL TO WALL =
VERT. POSiT iON OF FTG.
...Above/8elow:L+/-J= 0 ft
5PREAD FOOTING ? Y y/n
WALL & FOOlING DAT,Cl. -------------------------
14 fi: ..........- TOE WiDTH = 9 ft
1 ft HEEL... WiDTH =' 1.5 ft
DE":::CRlPT 1O~~ >> SW 1467
>>
---------- SOIL DATA
ALLOWABLE BEAR I NG
,~l,C T 1 VE Lo, TERAL
. ... .MA,X PRESS.
.. ...SLOPE PRESS.
BP,CKF I LL SLOPE
. (hor- iz : veri: , 0 =Leve 1 )
( ,
PASS 1 \/E F'Re:;s. =
,30 IL DENS I TY =
,:;(jlL HT, U\/ER Teo::. =
-.,. - -- -. - - - L,~ TER,~L LO,i:l,DS
U:l, TEF~AL LOAD AC': I NG ON
:3TEf"1 ABO\/E SOIL =
-----.-------
= 2.500 psf
= 35.0 -'"
pc,
= G.D peT
= 0.0 pcf
= 0 :1
450
110
--.
.,-,,1.- ,
ocf
1:2 :"'11
o psf'
P.DD'L LATERAL LOAD
TOP OF FTG TO START =
TOP OF FTG TO E."ID
o plf
0.00 fi:
0.00 fi:
=
=
RETAINED HEIGHT
WALL HT. ABOVE SOIL =
=
--------- VEFH ICAL LOADS
AXIPL DL ON STEiVI =
AXIAL LL ON STEM =
. . .ECC( Toward Toe= T + T )=
SURCHARGE OVER TOE =
SURCHARGE OVER HEEL =
.. .RESISTS ()\.lERTUR~~lI',J(~ .:>
foe : N
o p.Lf
o plf
o Hi
o psf
100 psf'
vin
yjn
o
0.00 J.n
o ft
o
Ibs
f.t
I(EY DEPTH = 30 J.n
KEY WIDTH = 12 in
. KEY DIST TO TOE = 0.00 fi: THICKNESS = 12 in
I,---~-----------~------------- SUMMARY --------------------------------1
! PI-essul-e (~ Toe = 1,261 psf Faci:ors oT Safei:y: I
I Pressure ~ Heel = 0 psf Overturning = 1.80 I
I Allowable Press. = 2,500 psf Sliding = 1.57 !
IEee. oT resuli:ani: = 25.50 J.n I
! I
1 ~<. Shear ~ Toe = 50.42 psi Allow. Fi:g Shear = 93.11 psil
I Max Shear (d -Heel = 0.00 psi I
I '---- --- - -- --- ------------ ----------- - '""- -,,-- -lTJ!'---~-_;.-------:;---------- L
------ SLIDING CHECK ------
FTG;SOIL FRICTlCN = 0.40
SOIL TO NEG....E.CT = 0 in
Factor of Safei:y = 1. 57
Toi:al Widi:h
=
10.50
-"''''-
I ,_
Lai:eral Pressure =
- Passive Pressure =
- Frici:ion =
4,415 Ibs
4,556 lbs
2,363 Ibs
Add T 1 Force Required = 0 Ibs
-------------------------- FOOTING DESIGN ------------------------------
Soil Press. M...J li: . ---Toe-- --Heel-- f'c = 3,000 psi
By ACI Eq. 9-1 psf= 1,765 0 Fy = 60,000 psi
/Vlu - Upward fi:-#= 48,599 0 Min. As Perceni: = 0.0014
I'r'lJ - Downward fi:-#= 14,742 557 OM IT SP UNDER !-EEL? Y y/n
/Vlu - Design fi:-#= 33,857 (557) --------- Rebar Choices --------
One-Way Shear: -- Toe -- Heel
Actual psi= 50.4 0.0 # 4 ~ 2.40 in o.c. 15.04
Allowable' psi= 93.1 93.1 # 5 ~ 3.72 n 23.31
COver over Rebar in= 3.50 2.50 # 6 ~ 5.28 33.08
Td' in= 8.50 9.50 # '7 ~ 7.20 45 . 11
Ru =1VlJ / bel" 2 psi= 520.7 6.9 # 8 ~ 9.47 n 48.00
# 9 ~ 11.99 48.00
#10 ~ 15.23 48.00
#11 I~ 18.71 48.00
--------------------------- STEM DESIGN --------------------------------
fac't':Jred Mu & \/L; Top . . .. . . . . . . . . . . BartOli',
WALL TYF'E....... -----------------------------------___
1:1"las,2:Conc.3:Noi:: Use-~ 2 1 1 1 1
CESICJN HEIGHT AB()VE FTG. = 0 0 0 0 0 ft
RE.BP.R: 0: Cntr , 1 : Edge'~ 1 0 0 0 0
'd' FCf.: DESIGN = '7.56 0.00 0.00 0.00 0.00
. DES 1 GN DA T Po. . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
THICKNESS (nominal) = 10 0 0 0 0 in
REBAR SIZE fj: '7 0 0 0 0
FcBAP SP,C!;CING = 6 0 0 0 0 ~n
L,3tef-al Load [~ Section = 6,482 0 0 0 0 #
r~rreni::....Actual = 32,035 0 0 0 0 ft-~
IVloment... .Allow. = 34,466 0 0 0 0 ft-fj:
Shear.....Actual = 65.8 0.0 0.0 0,0 0.0 psi
:';)hear.... .,!:I,llow. = 83.1 0.0 0.0 0.0 0.0 psi
...... Lryteraci::ior, Result - 0.929 D.OOO U.OOO 0.000 0.000
W~..ll v.,leigh"t = 125.0 0..0 0..0 0..0 0..0 psf
n ": iV1caul",r Ra~:.c' = '3.. 28 0.00 0.. 00 IJ.. 00 U .. 00
Rebar Embe<j Lei,gtn = 12.2'/ 0.00 0.00 0.00 0.00 i.n
.. i,1~'.:::;ON::':Y STB"'! Di4;'""... . . .. . . . . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. .. . .. . .. . . . . .
f'm = 1,500 1,500 1,500 1,500 1,500 pS.l.
F~ = 24,000 24,000 24,000 24,000 24,000 psi
ALL CELLS GRCJl.!TED ';> N N N N N y/n
lEE SPE(~IAL INSP.. '";) N N N N N y/n
Load Lur;:rtion Factol- = 1.. 00 1.00 1.. 00 1.00 1 .. 00 in
.C:r..t'llCRETE STE:YI DATA..... . . ... """ . .. . .. .... . .. . .... . . .. . . .. .. . .. .......
f'c = 3,000 3.000 3,000 3,000 3,000 psi
F:/ = 60,000 60,000 60,000 60,000 60,000 psi
>q,
~n___ SUMfVIARY CF FORC.eS & MOMENTS nn__nn__nn______n__n___n___
<-Overturning Moments-><- Resisting Moments ->
Origin or Force: # rt ft-# # ft rt-#
5.27 23267.
------- ------- ------ ------- ------- -------
,Octive Soil Press. = 4414.8
Soil over Heel =
Soil over Toe = -70.0
Sloped Soil ~ Heel =
Adjacent Ftg. Load = 0.0
~urcrdrge. Over Heel =
Surcharge over Toe = 0.0
Axial Load on Wall =
Load [2 Proj. Wall = 0 . 0
Averaged Stem wts. =
Added Lateral Load = 0 . 0
Foo'ting Weight =
Key Weight =
Vertical Component
of Active Pressure =
0.67 -46.66
1026.7
890.0
0.0
0.0
66.7
0.0
0.0
0.00 0
0.00 0
o
0.00 au
~ u
18'75.0
0.00 0
1575.0
375.0
0.0
Totals
=4344.77
23220. 5808.3
10.1'7
4.50
0.00
0.00
10.17
0.00
0.00
10437.
4455
o
o
677.77
o
o
-,
8.42 17656.
5.25 8268.6
0.50 187.49
0.00 0
41683.
Resisting Totals Used For Soil Pressure = 5908.3 41683.
( Vert. Component of Active Pressure Removed)
----------------------- STEM VALUE MODIFICATIONS -----------------------
Top . . . . . . . . . . . . . Bottom
------~-------------------------------
'N' M..Jltiplier = 750 750 750 750 750
Cel,ter 'd' Modifier = 1.00 1.00 1.00 . 1.00 1.00
Edge 'd' Modifier = 1.00 1.00 1.00 1.00 1.00
Wall Wt. Multiplier = 1.00 1.00 1.00 1.00 1. 00
Type: 1=LtWt,2=MedWt,3=NnmWt: 2 2 2 2 2
5~
RETAINII\IG
-.---.--------------------------------------------------------------------
DES 1 GN
WALL
_.._'-._--------~-----------------------------------------------------------
------- AD.JACENT FeUT UJG
"v'cRT Ic..~ LOAD :
LUAD ECCENI'RICI TY :
FOOT ING WIDTH :
FTG. CL TO WAU. :
VERT. POS IT ION OF F TG.
. ..Above/BelOl.N: L+/-J: 0 ft
::FREAD FOOT ING ? Y y/n
Vo,JPLL & FOOT ING DATA _______n__u____n_u___
9 ft V'TOE WIDTH : 4 ft
1 ft HE:::"" WIDTH : 1.5 f't
KEY DEPTH : 12 in
KEY ~I/IDTH : 12 .ln
. KEY D1ST TO TOE : 0.00 ft THICKNESS : 12 .ln
1--,-,-------------------------- SUrl'lMARY --------------------------------1
I Pressure ~ Toe : 1,535 psf Factol-s of Safety: 1
I Pl-essur-e ~ Heel: 0 psf Overturning : 1.65 I
I Allowable Pn~ss. : 2,500 psf Sliding : 1.62 I
, Ecc. of resultant : 15.68 in I
I I
I M3X. Shear ~ Toe : 31.24 psi Allow. Ftg Shear : 93.11 psi I
I Max Shear [~-Heel. : -0.63 psi I
I .~ -- - ---- -- - - -------- --...:._-- --- --------- - -:: ---;;; -- - -;;--;. --- -----,;---------J..l
.DESCF<lPTICN >> SW 14t:7
>>.
-'--'- _n_n :301L DATA
/),LLUWP.BLE BEAR I NG
ACT IVE UHERAL
.. . . .MAX PRESS.
.......SLOPE PRESS.
BACK,F I LL SLOPE
. (horiz:vert,O:Level)
,:;Ji';:::::31 VE PRES.S. :
:':Ull_ DENS I TY :
;,<)lL H r U\/6;,;. TCE :
-..-..---,.-- u\ rEH,c,L LOADS
U.;fERAL LOP.D I~C: LM3 UN
,:; T bYI ,Cl,BO....iE SO I L :
------------
: 2,500 psf
: 35.0 p....-f
: 0.0 pcf
: 0.0 pcf'
: (] :1
450 pef
110
PCT'
12 .u I
o psf
ADD'L LATER.cL LOAD
rap OF FTG TO START :
TOP OF FTG TO El'JD
o plf
0.00 ft
0.00 ft
:
:
F<E.TAlNED HEIGHT
INPLL HT. ABOVE SOIL :
:
------ SLIDING CHECK ------
FTGjSOIL FRICTION : 0.40
SOIL TO NEGLECT : 0 in
Factor of Safety : 1.62
_n______ VEFiTlCAL LOADS
AXIAL I)L ON STEJ'1 :
AXIAL LL ON STEM :
. . .ECC( Toward Toe:' +'):
o pIf
o pH
[1 .ln
SUPCl-iARGE OVER TOE :
:3URC~ARGE OvER HEEL :
. . .HE,3ISTS OVERTURNI~J(?:>
Toe : N
Heel
[I psf
100 psf
'olin
:~,/ / I-I
(]
0.00
(]
o
Ibs
in
ft
f't
Total Widtr-,
5.50
.J,;...J-
,'-
:
Lateral Pressure :
Passive Pressure =
- Friction :
2,068 lbs
2,025 lbs
1,329 Ibs
Add' 1 Force Required =: 0 Ibs
-------------------------- FOOTING DESIGN -----~------------------------
Soil Press. 1VU1 t. ---Toe-- --Heel-- f'c : 3,000 psi
By ACl Eq. 9-1 psf: 2,149 0 Fy : 60,000 psi
IVU - Upward ft-*I=: 11,898 0 Min. As Percent : 0.0014
fI'lJ - Downward ft-*I=: 2,912 603 OMI T SP LNDER rEEL? Y y/n
IVU - Design ft-*I== 8,986 (,603) --------- Rebar Choices --------
One-Way Shear: -- Toe -- Heel
Actual psi: 31.2 0.6 # 4 ~ 7.47 ~n o.c. 15.04
Allowable, psi: 93.1 93.1 *1= 5 ~ 11. 57 23.31
Oover over Rebar in: 3.50 2.50 # 6 ~ 16.43 33.08
'd' in: 8.50 9.50 *1= 7 ~ 22.40 " 45 . 11
Ru : Mu/bd"2 psi: 138.2 7.4 *1= 8 ~ 29.49 48.00
# 9 ~ 37.34 " 48.00
*1=1 0 ~ 47.42 48.00
#11 ~ 48.00 " 48.00
--------------------------- STEM DESIGN ---------------------~----------
f actQred i'<\..J & \iu
Top" " .
. "Bo.ttcm
hi.l:"LL TyPE".".... --------.-'-----------------------------
1 : Mas , 2 :Conc, 3 :~'bt Used ::: 1 1 1 1
[:j=SH~'" HEIGHT ABOVE FTG. = 0 0 0 0 0 ft
REBAR: 0: Cntl- , 1 : Edge "~ 1 0 0 0 0
'd' FOR DESIGN = 5.63 0,,00 0.00 0.00 0.00
.DESIGN DATA...............,,:..... ",.....". .,.."."........"..........."
THICI<NESS (nominal) = 8 0 0 0 0 in
REBPR SIZE :;:;: 6 0 0 0 ()
h"J::i:'.AJ~ SP,c,C 1 NG = 12 0 0 [) 0 in
Late,-al Load [~ Section = 2,824 [) 0 0 () #
Moment. . . .Actual = 3,217 0 0 0 0 ft-#
IYloment... .Allow. = 10,281 0 0 0 0 ft-#
~hear...".Actual = 38.2 0.0 0.0 0.0 0.0 psi
Shea'-.... .Allow. - 93.1 0.0 0.0 0.0 0.0 psi
. " . . [nter;.3cticn Result - O. 89f3 0" 000 0.000 0.000 0.000
it.J,~1l Weight = 100.0 0.0 0.0 0.0 0.0 psf
n : i'~lodular Ratio = ':l.28 0.00 0.00 0.00 0.00
Reba,- Embe<.:J L'=ngth = 10.21 0.00 0.00 0.00 U. 00 lli
. i'l!r.l.:':.{)NFi\( :3 THI"J D,c. T A. . . . . . . . .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . . , . . . . . . . " . . . .
f'm = 1,500 1,500 1,500 1,500 1,500 pSl
Fs = 24,000 24,000 24,000 24,000 24,000 psi
ALL CELLS GROl...lTcD ';> N N N N N y In
USE SPECIAL INSP. .-;; N N N , N N Y/n
Load Duration Fact':JI- = 1.00 1.00 1.00 1.00 1.00 in
. CC'I''l/CRE TE 5 TEM' DATA. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
f'c = 3,000 3,000' 3,000 3,000 3,000 psi
Fy = 60,000 60,000 60,000 60,000 60.000 psi
')Co
~----- :3UrvtfVIARY CF FORCES & Mf.)f'fENTS ------------------------------------
<: -Cr\/erturning Moments-><- Resisting Moments -)
. Origin of Force: # ft ft-~ ~ ft 'ft-~
Active Soil Press. = 2068.2
Seil over Heel =
Soil over Toe = -70.0
S.l.oped Soil lE:! Heel =
Adjacent Ftg. Load = 0 . 0
:3urcharge Over Heel =
Surcharge over- Toe = 0.0
Axial Load on Wall =
Load (~ Proj. Wall = 0 . 0
Averaged Stem \~~. =
Added Lateral Load = 0.0
Footing Weight =
Key Weight =
Vertical Component
of Active Pressure = --
3.59 7424.2
0.67 -46.66
825.0
440.0
0.0
0.0
83.3
0.0
0.0
0.00 0
0.00 0
o
0.00 0;;,.
~ "
1000.0
0.00 0
825.0
150.0
0.0
Totals
=1998.18
7377.5 3323.3
5.08 4193.7
2.00 880
0.00 0
0.00 0
5.08 423.61
0.00 0
0.00 0
..'
4.33 4333.3
2.75 2268.7
0.50 74.999
0.00 0
12174.
Resisting Totals Used For Soil Pressure = 3323.3 12174.
( Vert. Component of Active Pressure Removed)
----------------------- STEM VALUE MODIFICATIONS -----------------------
Top . . . . . . . . . . . . . Bottom
--------------------------------------
'N' Multiplier = 750 750 750 750 750
center 'd' Modif{er = 1.00 1.00 1.00 1.00 1. 00
Edge ',d' Modifier = 1.00 1.00 1.00 1.00 1.00
.Wall Wt. I'i1ul tiplier = 1.00 1.00 1.00 1. 00 1.00
Type: 1=LtWt,2=MedWt,3=NrmWt: 2 2 2 2 2
57
RETAHHI'.G
-.-.----------------------------------------------------------------------
WALL
DES I C:;N
---------------------------------~------------------~-------------------
DESCRIPT LON >> SW 146'/
>>
---------- SOIL DATA
~LLUWABLE BE,CIJ=< lNC:i
Ai:;T I ",jE UHERAL
... . . MAX PRESS.
. " .. . SLOPE PRESS.
3P.CKF 1 LL SLOPE
(hor-i.::::vet-1:. O=Level )
;';;2.:3.":. I \iE PRESS. =
------------
= 2 , 500 pst'
= 35 0 ocr
= 0 0 +:
pc.
= 0 0 ocr
= () 1
450
PC7
,;:;).1L C"ENSl TY
1 'I ,..
)~.:... U
=
;-:c-r
::'lj lL_ [-il U\/ER ICt = 12 l.n
- .- -'.- - _.- - - l_,~ TEf.:?PL LOALX=:. - -"- - - - '- -.-
U:\, T EF<,u,L LUAU AC lING ON
::;:,TEiVj ABOVE SOLL = U osf
ADD'L LATERAL LOAD = 0 olf
TOP OF FTG TO START = 0.00 f1:
TOP OF FTG TO 8\JD = 0.00 ft
RETAmED HEIGJ-H =
IN.WLL HT. ,i),BOVE SO 1 L =
_____n__ VERTICAL LOADS
AXIAL DL ON STEM =
AX1AL LL ON STEM =
". .ECCCToward Toe='+')=
SURCHARGE OVER TOE =
SURCHARGE OVE.'=< HEEL =
, . .RESISTS U\lEFiTURNI~J(i ';)
Toe : N
o plf
o pH
o l.n
o psf
100 psf
Heel Y yjn
hn___ AGJ,u,CEI\!T FOOTING n_ _n___
\;//r,
o
0.00 In
o fi:
o fi:
Ibs
KEY DEPTH = 0 l.n Total Width = 3.00 f't
l<El' WIDTH :: 0 HI
KEY DIST TO TOE = 0.00 ft THICKNESS = 12 in
i----------------------------- SUMMARY --------------------------------1
Pressure ~ Toe = 1,361 psf Factors of Safety: I
Pressure ~ Heel = 0 osf Overturning = 1.85 I
Allowable P,-ess. = 2,,500 psf Sliding :: 1.95 I
Ecc. of resultant = 7.67.ln I
I
ti\ax. Shear ~. Toe = 9.69 psi Allow. Ftg Shear = 93.11 psi I
Max Shear (~-Heel = -0.41 pS.l I
I - --'----~ - - - ---------- ------ - ---------- - -,--- Jr;r--- ~-.,--------,;--- - ------ 1-
\/EHT lCAL LOAD =
LOAD ECC2\lTRICHY =
FOUT ING WIDTH =
FIG. C'L TO WALL =
VERT. POSH ION OF FTG.
...AbovejBelow:L+j-J= 0 ft
S~EAD FOOT ING ? Y yjn
WALL & FOOTING DATA nn______________n_____
5 fi: ~.,,- TOE WIDTH = 1. 5 ft
1 fi: HEEL WIDTH = 1.5 ft
------ SLIDING CHECK ------
FTGISO IL FR 1 CT ION :: 0 . 40
SOIL TO NEGLECT :: 0 in
Factor of Safe~y :: 1.95
Lateral Pressure =
- Passive Pressure =
- Friction =
821 lbs
900 Ibs
703 Ibs
Add'l Force Required :: 0 lbs
-------------------------- FOOTING DESIGN ------------------------------
Soil Press. Mult. ---Toe-- --Heel-- f'c :: 3,000 psi
By ACI Eq. 9-1 psf:: 1,905 0 Fy :: 60,000 psi
Mu - Upward ft-#:: 1,728 0 Min. As Percent :: 0.0014
Mu - Downward ft-#:: 410 389 OMIT SP UNDER HEEL? Y yjn
Mu - Design ft-#:: 1,319 (389) --------- Rebar Choices --------
One-Way Shear: -- Toe -- I-leel
Actual psi:: 9.7 0.4 # 4 ~ 16.81 in a.c. 15.04
Allo..lable - psi:: 93.1 93.1 # 5 ~ 26.05 23.31
Cover over Rebar in:: 3.50 2.50 # 6 ~ 36.97 " 33.08
'd' in= 8.50 9.50 # 7 ~ 48.00 " 45.11
Ru = Mujbd"2 psi:: 20.3 4.8 # 8 ~ 48.00 48.00
~ 9 ~ 48.00 " 48.00
#10 ~ 48.00 " 48.00
~11 ~ 48.00 48.00
--------------------------- STEM DESIGN --------------------------------
f <3,cton~d ;yu & \iu
W,:;LL TyPE.......
fop . . . . . . . . . . . . .Bottom
-);f
1 : j\1as . 2 : Con,::; . :3 : I'Jot Use-:i 2 1 1 1 1
CESIGN HEIGHT ABCJVE Fn,~.. ::;; 0 0 0 0 0 ft
REBAR: 0: Cntr , 1 : Edge'" 1 0 0 0 0
'd' FCR DESI(3~~ ::;; 6.19 0.00 0.00 0.00 0.00
. DES 1 GN DA T A. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . .'. .. .. .. ..
rHICi<NESS (nominal) ::;; 8 0 0, ODin
RE3i~,R SIZE ~ 5 0 0 0 D
FEBAF! ~,PP;CING 12 0 0 0 0 in
Later-al Load I!:! Section ::;; 961 0 0 0 '0 1:t
i'lk:>ment. . . . Actual ::;; 1 , 846 0 0 0 0 ft-1:t
J~ment....Allow. - 8,206 0 0 0 0 ft-~
Shear..... . Ad:ual ::;; 10.9 0.0 0.0 0.0 0.0 psi
Sheal-.....All,;)\l-J. ::;; 9:3.1 D.O 0.0 0.0 0.0 psi
.... Interaction Result - 0.225 O.OUO 0.000 '0.000 0.000
l~aH \A,leight '" 100.0 0.0 0.0 0.0 D.D psf
:", : 1'Ilodular R3. c:ic ':3.29 0.00 [) . 00 0.00 0.00
P;=b,sl-- Embe.:i I_e~^-;;~h ::;; 6.00 0.00 0.00 D.UO 0.00 lr.
.;'11P~=;:()NHY STEfi1 OA1;:,................................................ ,..........
~'m ::;; 1.500 1,500 1.500 1.500 1.500 pSl
Fs ::;; 24,000 24,000 24,000 24,000 24,000 psi
,::I.LL CELLS GROUTED';> N N N N N Y I Ii
lEE SPECIAL INS...P. ? N N N N N y In
Load Dur-ation Factol- ::;; 1.00 1.00 1.00 1.00 1.00 in
.CCNCf=<ETE STEM DATA......................... ......... .................. .........
f'c ::;; 3,000 3,000 3,000 3,000 3,000 psi
Fy ::;; 60,000 60,000 60,000 60,000 60,000 psi
~------ SurVIfV!ARY iF FORCES & IYIOMENTS ------_____________________n_______
<-Overturning Moments-><- Resisting Moments ->
Urigin of Force: ~ ft ft-1:t ~ ,_ f"i:-1:t
I~tive Soil Press. ::
Soil over Heel =
Soil over Toe =
Sloped Soil ~ Heel =
Adjacent Ftg. Load =
S~rcharge Over Heel =
Surcharge over Toe =
Axia.l Load o~ Wall =
Load ~ Proj. Wall =
Aver::aged Stem Wts.. ::
Added Lateral Load =
Footing Weight =
Key Weight =
Vertical Component
of Active Pressure =
Totals
820.9
2.23 1832.7
2.58
0.75
0.00
0.00
2.58
0.00
0.00
1184.0
123.75
o
o
215.27
o
o
-70.0
458.3
165.0
0.0
0.0
83.3
0.0
0.0
1. 83'"
1100
0.67 -46.66
0.0
0.00 0
1.50 6'74.99
0.00 0
0.00 0
3298.0
Resisting Totals Used For Soil Pressure = 1'756.7 3298.0
(Vert. Component of Active Pressure Removed)
----------------------- STEM VALLE f'iDDIFlCATlONS -----------------------
Top . . . . . . . . . . . . . Bottom
0.0
0.00 0
o
0.00 0;;,;
~ u
--------------------------------------
'N' Multiplier = 750 750 750 750 750
Center 'd' Modifier = 1.00 1.00 1.00 1.00 1.00
Edge 'd' Modifier = 1.00 1.00 1.00 1.00 1.00
~oJ.all Wt. f'r'Lll tiplier = 1.00 1.00 1.00 1.00 1.00
.
Type : 1=LtWt,2=MedWt,3=NrmWt: 2 2 2 2 2
0.0
600.0
0.0
0.00 0
450.0
0.0
0.0
=750.909
1786.0 1756.7
s~
,
------------------------------------------------------------------------
DESCFdPT JON >> S~'Ij 1467
BASEiVlE:.NT RE TAl N 1 NG WALL DES 1 Gl'i
-.--.--------.-------.------.--------------------------------------------------
> ).
_.u_.____n :30lL DA TA ___nun___
PLLOWABLE BE!l,R If'JCJ == 2.500 psf
AC':T lVE FLUID PRESS == 50 pet
DESIGN FLUID PRESS == 50 pc'j-
(Con-ected TDr ba.ckfill slope)
. SLOPE OF BAU<.FlLL == 0 : 1
(hori:::ver:::.U==level)
. .
!:',:'::"~,;:31 \/E !_~I:':' '~':-:.~,c..L
= d.~U 057
== 110 -""
PCI
== 1"
~ ~n
,::.() I L DE:\!S Ii;
;:::.0 I L H T D\/t}.( ruE
( C,3.ii 1" t exceed 't.=,p su pnor-t: h1:)
-------nVEFH leAL LO.o.DS ----------
P.XIAL DL ON STBYI ==
AXIAL LL G'N STEM :
...EC.'Coo (Toe side '+') ==
2200 plf
525 1-"-
p .
0 .tn
SURCHARGE OVER TOE == 0 psf
SURCHARGE OVER HEEL == 300 ps'F
____n_n LATERAL LOACS -____n__n
U),[ cPPL LUAU M,; T 11'1(3 DrJ
::~lbvl ,Q,bO\/E :301 L ==
.C,DD' L U~;EF';:i:'L LUAD -=
oo.oo TUP FTC:J. TO STAR! -
OOoooo TOP FH300 TO END ==
'oo .. ('.,.' increases sliding)
0 ~.ST
[I pH
0 f't
0 ft
n________nu__u_________ WALL :;;, FOOTING DATA --------------------____
~6 F IXlTY f:! BASE OF WALL (100% == Tullfixi ty) == 0 ~6
HT. ABOVE Tep SUPPORT
DIST. TO TCP SUPPORT
=
==
Total Wall Heiclht
KEY DEPTH
KEY WIDTH
I<EY D 1ST. TO TOE
FOOT ING THICKNESS
O.OU f"t
17"00 f"t
RETAINED SOIL HT. == 17.00 ft
l'7.[I(j f"t
== 24 ~n TOE WIDTH == 2.00 ft
== 12 ~n HEEL WIDTH == 3.00 f't
= 1 ft -------
Total Footing Width == 5.00 ft
(Toe ~o,Jidth == Location of face)
1------------------------- GENERAL SUMMARY ----------------------------1
I I
I Pressul-e [:! T De : 2,330 psf Ecc. of Resultant : 0 . 870 in I
I Pressure ~ Heel : 1,957 psf Kern Distance = 10 ~n I
I Allowable Press. : 2,500 psf I
I Fpot-\~s ~ -~y Shear: I
I Sliding F.O.S. = 1.46 . ~ Toe ", == 33.2 psi!
I IE ~l = 5.3 psi I
, Restraint Force Req'd Allowable Shear = 93.1 psiJ
I at Top of Wall =3566.9 Ibs 1
I Additional Restraint Footing Ov'erturning I
1 Req'd at Bottom: 0.0 1bs Stability Ratio = 5.05:1 I
1----------------------------------------------------------------------1
=
12 ~n
Slab Used To Resist
Sliding ?
FTGjSOIL FRICTION =
SOIL TO t'€GLECT =
Factor of Safety :
SLIDING CHECK ~ BASE ----------------------------
Lateral Pressure 6887.6 lbs
- Passive Pressure 3600.0 lbs
- Friction Pressure 6429.5 Ibs
N yjn
0.6
o in
1.46
Addn'l Force Req r d
=
0.0 Ibs
. ------------------------- FOOT ING DESIGN .--------"-----------------------
Soil Press. Mult. --Toe- --Heel-- f'c = 3,000 ps~
By ACl Eq. 9-1 psf: 3,296 2,768 Fy == 60,000 psi
Mu - Upward ft-#= 6,451 0 Min. As tee 1 % : 0.0014
Mu - Downward ft-#: 728 7,624 USE SP UNDER HEEL ? N yjn
Mu - Design ft-#: 5,723 (7,624) ..........Rebar Choices.........
One-Way Shear: --Toe-- --Heel--
Actual psi 33.2 5.3 #4 ~ 12.57 l.n O.c. 9.38 in
;T6 IE 27.66
l+'1 l:! 3'1 _ n
;,:8 l:! 48.00
:r3!~ 48.00
STEi'''' DESIGN BETWEEN L..!l,TEF~AL SUPPORTS
Ma=.onl-Y Data. . . f ' m
------------ Fs
(\:)'v'E'I- O\le,- Reba,- in=
3.00
Pu = ~/lu/bd"2
A5..PEU'D
psi '"
in"2=
78.5
0.191
f'.1A fERIAL TyPE.....
1: f"'as . 2 : Cor,c
2
..- \..:.
3.00
104.6
0.256
20.t;;5
28.16
37.07
46.93
4v
I
---------~-------
= 1,500 psi
= 24.000 psi
n : IVlodul.:;r Ratio '"
8.0
0.0
UJAD DURAl ION F,C,CTCR =
5F:::'':;lAL INSPECT IOf'J ?.. . 'r
SeLl D GROUT 1 NG "
1 =L tWt , 2 =IY!edll-it , 3 =Nr-mWt. .
Cor.ci-ete Data... f' c =
Y/n
y/n
E.fii :::
~., ,-..:;
, m
750
i':UlolNable F.=\.
=
I\KJMlf'JAL THICXNESS ::
10 in
NJfE v,
i\fI~a.ximum f\'lament C)cC1..1r-S at
. .
T01)
1
j.
N
ceNC. COVER OVER REBAR =
Fy
2
4,000 psi
= 60,000 pS.l
1.5 ~n
'/~48 ft
.8 Ht
. ':j H1:
.4 Ht
above Top c'''' FO:lting
.2 Ht
8ot~'=m
0151. ABO\;,E He:; '" 17 15 1U 7.5 5 0 f1:
B/.:I.R SIZE rt 77 7 'I 'I '7
BAR SPACIN3 = 6 6 , 6 6 6 6 ~n
. . . . 0 : Cn1:r . 1 : Edge - 1 1 1 1 1 1
Rebar- 'd' Dist. = 8.06 8.06 8.06 8.06 8.06 8.06 ~n
~"'all Side wi Tension: Front Fr-ont Front Fr-on1: Fr-ont Fr-on1:
Momen1:....Ac~al = 1 11399 31918 35000 31685 0 ft-:;:;:
rVloment. . . .Allow = 38759 38'158 38759 38759 38758 38759 ft-!=j:
Shear-.....Aci:ual = 62.7 56.2 24.3 0.1 28.9 104.6.ft
Shear-.....Allow = 107.5 107.5 107.5 107.5 107.5 107.5 #
\-Jall ~'-ieight = 120.8 120.8 120.8 120.8 120.8 120.8 psf
. i''I'\ASUNRY S TE:'VJ DA T A. . . . . . . . . . . . . . . . . . . . _ . . . . . . . . . . . _ . . _ . . . . . . . . . . . . . . . . .
J ryterac"tian Value = 0.00 0.00 0.00 0.00 0.00 0.00
Actual fa = 0 0 0 0 0 0 psi
Actual fb = 0 0 0 0 0 0 ps~
MOMENTS r~ BASE OF WALL........ Used to find r-esultani"'-5 & eccentrici"ties
(, About T De !~ Bottom of Footi log)
------------------------------------------------------------------------
Shear ~ top of footing (tof)
Moment ~ T.O.F. from stem fixity
Active pressure ~ heel side
Active pressure I~ toe side
Soil weight over heel
Sur-charge load over heel
Footing weight
S1:em weight
Aoplied axial load on stem
Soil weight over toe.
Surcharge load over toe
Totals
..
Force (lbs)
Ver'tical Lateral
=
5951.2
~~
~ ",--
=
1011.4
-75.0
=
=-4051.7
= -650.0
=-1015.0
=-2054.2
=-2725.0
= -220.0
= 0.0
=10715.8 lbs
Dis1:ance
(ft)
Moment
(ft-:;:;:)
1.00 5951
'J. O.
0~50 502
0.44 -'~?
vv
3.92 -15869
3.92 -2546
2.21 -2248
2.42 -4964
2.42 -6585
1.0.0 -220
0.00 0
--------
-26012. ft,,*
--------
~~~~~~~~~~~~~
~ . CERTIFICATE OF OCCUPANCY ~
fYlu4 ~ ~ k SAFEWAY 111467
~ Iccated at 938 Callow Avenue f!lJ~~ q){~ I~ 11
~Uudtk~~~~uUthtk~o/tk f!lJ~ .j
~o/tk ~o/f!lJ~ad~~ I
TYPE TYPE OCCUPANCY
CONSTRUCTION OCCUPANCY LOAD COMMON USE
II N B2 1143 Grocery Store I~
Sp.rinklered ~A
~: 9'itf-d: A /J ./7. /'J
January 27, 1995 UA/'1.J
~ @1fidOI David~:--;;:ls:,n !
This certificate must be posted and permanently maintained in a conspicuous place. ~
Permit No. 15326 ~
~~~~~~~~~~~~~~
,.
f
BREMERTON BUILDING DEPARTMENT <
288-4th Street. 478...5275 ..... .............
/ REQUEST FOR OCCUPANCYAPPROVAL...........
g~ 1~;?(?f~o~~:)tl?Ji~~~~~ilrf]~I~~
Please review this request for approval to occupy the following structure and return to this ;.
depanment by ASAP Thank-you.
Permit Technician: Bonnie Krause Date: 11/30/94
Building Owner: SAFEWAY INCORPORATED
Tenant: SAFEWAY STORE 111467
Nature of Construction: New retail
Address: 938 Callow
Contractor: CSI Construction
Permit Number: 15326
Type of Business I Use: Retial (Grocery)
Type of Construction: IIN Sprinkle red
(Occupancy Classification (UBC) : B2
I
i
Square Footage: 46,452 Occupant Load: 1, 143
Comments:
.A.I'.IUlVE)) D~o'J;Ar.BOQD 0 BY:
DATE:
I
-REQUEST TO DELAY
BUSINESS liCENSE ISSUANCE
(
LICENSE APPliCANT:
Safeway Store
BUSINESS ADDRESS:
938 Callow Ave
BUSINESS PHONE: (
)
792-9149
DETAILED DESCRIPTION OF CODE VIOLATIONS AND RELATED PROBLEMS:
Permits must be finaled" for new building.
ESTIMATED TIME FRAME FOR COMPLIANCE:
w/b issued as soon as finaled
ENFORCEMENT OFFICER Bonnie Krause
(LEAD PERSON FROM YOUR DEPARTME."IT WHO WIll. BE WORKING wrrn APPUCANI)
PHONE:
478-5275
SIGNATURE:
!Yf~~
DATE: ,'1,r7T /JLk-1.., 3;/li',t/
Upon receipt of this request, Tax & License Division will promptly send an initialletCer of temporary denial to the applicant
detailing the above code violations but will not be responsible for foUow-up communication with applicant. If your
department initiates a request for delay, it is your responsibility to work with the applicant until resolution. Please return
the aooroved application to Tax & License as soon as the applicant has complied with code requirements.
In the event there is no resolution of code problems within 30 days from this request, license issuance will be reconsidered
by Tax & License provided there are no pending life safety issues.
-REQUEST FOR DELAY MUST BE RECEIVED WITHIN FIVE WORKING DAYS FROM
APPLICATION DATE.
Forward to Tax & License Division - 5311
~
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llnEMl~nTON BUILDING DEI)AIlTMENT
NON-1U~:'iIJ)ENTIAL PlAN IlliVIEW CHECKLIST
DATE: <.3 I, 4 /q y.
I J
SCOPE OF WORI(, 0CL-~a. 41
1:-. '
[1
j
1.
APP Ll CA'1'1 ON 11 q 4 A fb I ~'1 D
SITE ADDRESS: q ~ ~ N. W
,OCCUPANCY CLASSll;ICATI0N:
'" K
. ., J....)
,'. ' LOCATION ON PROPERTY:
P EH.1'vlJ 'J' /I
TE~~~~F ll,SI~, '
TYPE OJ: CONSTRl:JCTION:
.rr.. ...5 r ,~V\ \Llcr-~ d
HASIC ALLOWAI\LEILOOR AREA: J do, co {)
with Yilnk' , c:<.. '-I. b 0 ()
wi/~ )pri!!k/~n: ..:l (;) 0 0
ACTUAL FLOOH. AREA: Lf-<.o
SPIUNKLEH.S REQUlllliD:
J,. .
NUMBER OF STORIES:
1
11Y-3
OCCUPANT LOAD:
.,!".
. '
EXITS:
11
EXIT SIGNS:
RATED CORRIDORS:
W J/J 1'//:
EMERGENCY LIGHTING:
";, PANIC I-WtJ.)WAJU~:
AREA SEPARATION WALLS:
OCCUPANCY SEPARATIONS:
ACCESSllllLlTY:
ENERGY CODE:
1~
SPECIAL INSPECTIONS:
OTHER PERMITS REQUIlU~D:
CORRECT VALUATJON:
3j)-S-lQ<-j --'''~~cJJ.- {~~_
-;-
IJ-
if .,0 L ~.t ~ ~.~ --<I (rl.-r, ~ ~
:i:,~~ G.~ --~~~ do- --/ ~ f1'.AA_ A-~p ~~
!~~~~~:;~~l
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~:(li\~_~..- ~. I I'~ ~"MAtr.r,t&(..(
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:ll~~ <:=:r:l ,~ .~ t., -(!4.r:> ~, ,
--._~~~ Jrt - ~ M Ii / fA)} r2p~A 4
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.
"v.",.
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~z"
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~
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_~_~ b-:3J-L rY\C J} /- r-G c..1C\..r-~~
_~L___ r 1(:1- ~
~~_':_ku L:!:u~_Lf-LLtJ.q_~ .
~~__ . e.- ~ f::,s &L.-~_L.c._'S..:L( ~.
iE~_aLo_OL ltOv-ti W~
_ ;, . _ 'CJ^-1 p- J D--.. fo:t= ~y I ( . k-s_
'l-- ~ -l ~ ~-1J
~' _ ( LfL.~c-ch~cJ'
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_~~l~ t:Jy-
,
M..e. ~~
c~ _ YtnP--
;;",-' ,.;....,....,
. >.or-->~;."'; ~
'" '"
"'- ',. -.'
" -
\. .~
.~~~~.~~ - _\..~- ..
.b>_ ~;;, ~..._:
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Gateway to the Olympics and Home of the Puget Sound Naval Shipyard
BUILDING DEPARTMENT
December 14, 1994
Safeway Incorporated
1000 124th Ave NE #201
Bellevue, W A 98009-0947
Re: Occupancy of newly constructed store located at 938 Callow Avenue, Bremerton, W A
To Whom it May Concern,
The City ofBremerton does hereby grant temporary occupancy of the new Safeway store located
at 938 Callow Avenue.
Conditions requiring completion for permanent occupancy include, but are not limited to the
following:
Exterior stairs located at the Northeast comer of your building need t6 be barricaded to
prevent access to them until handrails are installed and approved.
Temporary construction fence around the perimeter of the site must be maintained at all
times until permanent fencing is complete.
If you have any questions regarding this matter, please call David Nelson at (206) 478-5275,
Bremerton Building Depaiment.
~
/.. . . ~
David A. N lson .~
Building Official
DAN/bk
cc: file
239 4TH STREET a BREMERTON. WA 98310
BHEMERTON BUILDINGDEPAIlTMENT
288...4tb Street 478...5275
. REQUEST FOR OCCUPANCY APPROVAL....................
~ Buu.ding.y . ....r:l ~gio<ering . .. ~Wa'er:I;}!~~.
t:Ji:m'7(~z:i.~~) .t:J.~~~~tuent........... ./j :;:;;ugj';;Yi:Y':.
Please review this request for approval to occupy the following structure and return to this
depanment by ASAP . Thank-you.
Permit Technician: Bonnie Krause
Date: 11/30/94
Building Owner:
SAFEWAY INCORPORATED
SAFEWAY STORE 111467
Tenant:
Nature of Construction:
New retail
Address:
938 Callow
Contractor:
CSI Construction
Permit Number:
15326
-0\
/~ c.
',': / /N-Yj>
"~A
/l'0v
<1" '\ A>
<,~') ~ ~<1'~
"'. ;\~") .~)
~~ .
Type of Business I Use:
Retial (Grocery)
Type of Construction:
II N Sprinkle red
Occupancy Classification (UBC):
B2
Square Footage:
46,452
Occupant Load:
1,143
Comments:
BREMERTON BUILDING DEPARTMENT..
288-4th Street - 478...5275
REQUEST FOR OCCUPANCY APPROVAL"""""""""",
~~~YE~.~~) .~5~L ..,....,i,.~~~;i~,i
Please review this request for approval to occupy the following structure and return to this
department by ASAP . Thank-you.
Permit Technician: Bonnie Krause
Date: 11/30/94
Building Owner:
SAFEWAY INCORPORATED
SAFEWAY STORE #1467
Tenant:
Nature of Construction:
New retail
Address:
938 Callow
Contractor:
CSI Construction.
Permit Number:
15326
l, .'-'. i . i1 '
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I,.:}
Type of Business I Use:
Retial (Grocery)
t.. -.-.'"" " " 10Q4
~._~.J V JJ ,~toJ
Type of Construction:
Br/~IL. "
II N Sprinkle red RIm f)!~Jr, [)~l'p".. ..!;.:.N i
Occupancy Classification (UBC):
B2
Square Footage:
46,452
Occupant Load:
1,143
Comments:
"'PIlO~, ~iAl"~.O'WIlIl 0 B .
BHEMERTON BUILDING DEPARTMENT
. 288-4th Street 478...5275
. REQUEST FOR OCCUPANCY APPROVAL.......................
~.BuiId.ing ............ .~ E.Ogineering ..~ ~a[er,!~ie.r
. . . i:;.:'~,:;.~~) .. . . . ~~~6~t.< .6=.;~l$iiCiiiii!;i!Cil;i
Please review this request for approval to occupy the following structure and return to this
depanment by ASAP . Thank-you.
Permit Technician: Bonnie Krause
Date: 11/30/94
Building Owner:
SAFEWAY INCORPORATED
.
Tenant:
SAFEWAY STORE 111467
Nature of Construction:
New retail
Address:
938 Callow
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Contractor:
CSI Construction
Permit Number:
15326
Type of Busmess I Use:
Retial (Grocery)
Type of Construction:
II N Sprinkle red
Occupancy Classification (UBC):
B2
Square Footage:
46,452
Occupant Load:
1,143
'J""-
Comments:
~~RClVEI)El'NOTi4P~atmJ)D~ ~~
DA.TE:' a -q - ~ Lf
~.h 1.'.....'
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BREMERTON BUILDINGDEPAIlTMENTq.
288-1th Street 478...5275
REQUEST FOR OCCUP1NCY APPROVALc/
. r=l.....=. ~=.g.s.......Li.cen. ...$e.. qq... .q...... r . . 1=1... ~.i..l'. ;m.. .M.. ...:;n..... . .h...~....................).i.................................................................................................. r:l.....'t.:;~...i.:...q..astewa.r.>...............>....t.;..el................. i.i..
~ tj T raIDc(Al'l'N,i...J"'uj .tj H.;.!lh Dep~..;ti . . tJo~r'r(;.
& IJ!~ase review this request for approval to occupy the following structure and return to this
~ ~d~panment by ASAP . Thank-you.
.J .,;.. (I)
~ 3~rmit Technician: Bonnie Krause Date: 11/30/94
;) ,t~
...., ~.
5.. '-'
(J)
o
Building Owner:
SAFEWAY INCORPORATED
SAFEWAY STORE 111467
Tenant:
Nature of Construction:
New retail
Address:
938 Callow
Contractor:
CSI Construction
Permit Number:
15326
Type of Business I Use:
Retial (Grocery)
Type of Construction:
II N Sprinklered
Occupancy Classification (UBC):
B2
Square Footage:
46,452
Occupant Load:
1,143
Comments:
\
A LL r~.65 <5
.
It<;", r:c;SN\~1 r.s
I-IA\/.e:. A~ J PA1Q
A L'- 1!uJLf)/A' (.
"?~AI\ I ;C)
.
Af'P ~eD.
.Al:'PlIOllED g]l\JOT~"R01Ml 0 By::J) Q/? Jt ___ ,~~ ~
DATE: /2 ""2 ~4
qr) ~
BIlEMERTON BUILDING DEPARTMENT..
..288-4th Street 478...5275
. REQUEST FOR OCCUPANCY APPROVAL....................
~~~ff:~ol~)El5~~ent .~r51;I~\~
Please review this request for approval to occupy the following structure and return to this
depanment by ASAP . Thank-you.
Permit Technician: Bonnie Krause
Date: 11/30/94
Building Owner:
SAFEWAY INCORPORATED
SAFEWAY STORE #1467
Tenant:
Nature of Construction: .
New retail
Address:
938 Callow
Contractor:
CSI Construction
Permit Number:
15326
Type of Business I Use:
Retial (Grocery)
Type of Construction:
II N Sprinkle red
Occupancy Classification (UBC):
B2
Square Footage:
46,452
Occupant Load:
1,143
"..lUll'llll ~"".Ol'llll~:
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BREMERTON BUILDINGRO UTMENT
288-4th Street t€REP1~!i~1~~~d
. REQUEST FOR OCCUPANCY APPROVAL.....................
~ Building ........ . .~ Engineering. ~ ~aterl\!~~
'. i:r7'(1,:;~..:.i2;) .~~:~~l ..... .6:z.~~}..i;.;ilili~
Please review this request for approval to occupy the following structure and return to this
deparunent by ASAP . Thank-you.
Permit Technician: Bonnie Krause
Date: 11/30/94
Building Owner: SAFEWAY INCORPORATED
----'
Tenant: SAFEWAY STORE 111467
Nature of Construction: New retail -
Address: 938 Callow
Contractor: CSI Construction
Permit Number: 15326
Type of Business I Use: Retial (Grocery)
Type of Construction: II N Sprinkle red
Occupancy Classification (UBC): B2
Square Footage: 46,452 Occupant Load: 1,143
Comlllents:
PA,PpaO~l8Il\10'l'AP...OWlll 0 BY: ~a~. .
1CU"\ S . ,
- DATE: Id--o- -9+
i'
fr,
/" .
BREMERTON BUILDING...DEPARTMENT
288-4th Street 478...5275
REQUEST FOR OCCUPANCY APPROVAL...."............
~.B~ding..C. ...... ~ ~gineerlngi ". ... ............... . '.' ............I=J\Vat~...~~...
tj.~:;:.{~r..!.~) .. tj..~~U~~el1t..2>f:j6::;;.g.....i...,i..
Please review this request for approval to occupy the following structure and return to this
depanment by ASAP . Thank-you.
Permit Technician: Bonnie Krause
Date: 11/30/94
BuildiJ:tg Owner:
SAFEWAY INCORPORATED
SAFEWAY STORE 111467
Tenant:
Nature of Construction:
New retail
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Address:
938 Callow
Contractor:
CSI Construction
Permit Number:
15326
Type of Business / Use:
Retial (Grocery)
Type of Construction:
II N Sprinkle red
Occupancy Classification (UBC):
B2
Square Footage: 46,452
Occupant Load: 1,143
ComDlents: ~(.L
c.,U~ ~ Cblvl~
~"IlCJ~ONor~..JlOVIlD JtJ BY: . ~. '. (.~
DA.TE: 12..1 \.\.
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',' CITY OF BREMERTON BUILDING DEp'AR~~~,~ ,,);8~., 1, ~l:};,~t..'1 \,
" 11 q~.~i1t,t~I';rj 1 .~1 l t'/V(]fot 'OIl~~t;!U1<"L ~
PERMIT A ' ",', ":lJl~'d,,,:,lf" ,"~f J; '[Pl1fJ"'U;,! I"
PPLICATION;~, 'I \ ; nil) I j,'\",j; ~ l.r;.~1 t.;..(" ri ; (~{l: frrJl/1[~i...."" I
.. ,.." i ,~,:.~;:,,';;"'~:'r'" -", '" '"", ~ri"'"
DATE:
2-25- , 199 4
TO BE COMPLETED BY
3-4-
, 1994
Safeway, Ine.
OWNER
owner
CONTRACTOR
938 Callow Ave.
LOCATION OF JOB
FOR new big store
ENGINEERING COMMENTS/REVIEWED BY ~
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. BREMEBTON BUILDINGDEPAIlTMENT
288-1th Street 478...5275
REQUEST FOR OCCUPANCY APPROVAL................
E3~~~(?::.j.Et)E35~t....... ....~;rfFI~~
Please review this request for approval to occupy the following Structure and return to this
depanment by ASAP . Thank-you.
Permit Technician: Bonnie Krause
Date: 11/30/94
=-
Building Owner:
SAFEWAY INCORPORATED
Tenant:
SAFEWAY STORE 111467
Nature of Construction:
New retail
Address:
938 Callow
Contractor:
CSI Construction
Permit Number:
15326
Type of Business I Use:
Retial (Grocery)
Type of Construction:
II.N Sprinkle red
Occupancy Classification (UBC):
B2
Square Footage:
46,452
Occupant Load:
1,143
ComlDents:
N'})JlO"\1EJ)jXlSOTAPJtaoWED 0 BY:
DATE:
~
7-.,/9 :)"
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FlU:: COMMENTS
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CONSTlWCTION TYI'I<:: I) S(),~r.: '
Sr....:...\DIlIU:SS:
NO, PLANS
()('(', LOA!)
V ALlIAT/ON:
"l.AN ('J..:.
1IL1)(;,
SRC'IIG.
FEJo:S PAlO:
PLlJ( ;,
MEClL
OTIII<:R
ROt '"flNC;:
SET/#
IM'I'I':
SENT
DATI';
RKn II{NED
AI'I',
AI'I', WI
COMMENTS
NOT
AJ'I).
REVIEWJo:R
III r"./lING
rn -Q.ikv!J:J ~
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-
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DATI<:
36
.,,;
PLANNING
ENGINEEIUNG
v'
t/
V'
WATER
JiIlU:
TRAFFIC
IIIO:ALTII D/O:PT,
Fe.
II
I
fU- ~q"': ,?/It>J
. .
.-"
-"
B ,lJ" I L DIN' G
B ~ E MER TON
D E PAR T MEN T
.,
"': /'p E R .M I T
I'
. .,
---------------------------------------------------------------------
------------------------------------------------------------'----------
Appl~~~tion Date
Issue Date
Assessor Acct #
site Locat.ion
Owner - Last Name
- street
- Ci.ty
- Phone.
Tenant's Name
Agent's Name
Architect's Name
[X] Buil ding
[ ] Mechanical..
. [ ] PI umbing'
01/25/1994
03/23/1994
3735-023-001-00--
938 CALLOW AVENUE
SAFEWAY INC.
1000 124TH AVE WE'
BELLEVUE
(206)"
Application Number 94AP072~O
Permit Number 15326
Project Group
First
. SUITE 201
state WA
MI
1
Zip 98009-0947
PAUl. TURMALA 259.,.3161'
DYKEMAN ARCHITECTS
[ ] Grading
[ ] Move Building
. [ ] Mobile Home
Phone(206)
Phone(206)
[ ] Paving
[ ] Underground
[ ] Demolition
'"<',
[ ] Sign
[ ] ~urning
[ ] Land Clear
_._--------------------~----------------------------------------------
Building Contractor:
. Work will be completed by owner~
Natur.e of Work:
Demolish several existing buildings, including the
existing Safeway store to construct new full
service 46,452 squarefootSaf~way store.
~ . .
Buildirig Valuation
$2400000.00
Council District
-----------------~-----------------------.--.~-----~-----~-------------
Census Tract
Construction
Type
" ..
8
Sq Feet
Inspections
Required
Residence [] Zonin9 Foundation [X]
Business [X] Type Framing [X].
Other [ ] Insulation [X]
New [Xl Plumbing [X]
R~pair [.] status Mechanical [X]
Remodel. [] Code, Wallboard [X]
;~~~~;;~:;;~-V-~ ---~ /) -- --- -- - - ~;;;~~~~~ ;;~- - --- ~---. ~.~ ~ - - #
m---muikav. _ __~ _ ____m_____m__m___;a____m~
_______u__ F --- u_ --m------u.--m----u--u-~;i7?fm
~,;~>\.,-.;h:::;-.' If ,.'
B REM E R TON
B U I L DIN G
DE PAR T MEN T
.
CON D I T I O'N 5
c
o F
PER M I T
======~==='===========,======~============================~============
Application Number 94AP07290
Permit Number 15326
FIRE. . . . .
l)Sprinkler plans will be needed & system shall be monitored
2)Alarm plans will be needed. Flow & tamper teguired on
sprinkler and shall be connected to alarm system. Pull
stations required near all exits.
3)Two storz adapters required.
4)Knox box required. Keys to all doors leading to alarm
panel & a key to alarm panel & any locks on valves
required.
5) 12" address numbers required & shall ,be visibl e from t.he
street in contrasting color to the building.
6}Fire extinguishers required throughout building within 75'
of all areas & by all exits. Polls where extinguishers
.are mounted shall be marked up high as to allow people in
the store to know their location;
7)One hour fire resistive occupancy separat~on is required
around boiler room if over 400k BTU.
'8)Fire hydrants as discussed in the pre~con meeting shall be
installed.
9)FDC for sprinkler syst'em shall be within 150' of a
. hydrant with a storz adapter.
ENGINEERING.... .
l)A right of way permit from engineering must be obtained
pr~or to any work in the ROW.
n n ~ ~~ ~ ~ m ^ ~
n TT or 'r T"\ or
~.\' .
CON D I T ION S
o F
PER M I T
------------_._-----------------------------.--------------------------
-------------.--~---~-------------------------------------------------
Application Number 94AP07290
Permit Number 15326
----~------_._---~---------------------------------------~------------
2}Verify roof storm drainage is go~ng into detention tank. !
3}Provide baffl~ at top of overflow structure.
4)Stormwater outlet pipe to be 6 feet deep maximum at curb
line.
5)Handicap ramp~ to be instailed at all four i.ntersections.
6)New sidewalk to be insta'11ed at emergency. exit. on
Montgomery.
7)Landscaping near intersections to be approved by City
Engineer prior to planting for sight distance concerns.
8)Structural wall plans required prior to permitting
concerns are:
},
a) structural,
b) right of way protection during
construction, and
c) Pedestrian and vehicular
prot;ecti on.
HEALTH. . . . .
..'
1) All foodservLce equipm~?t, including the Chinese Express
fJ
wok line and'sinks usedi for food preparation, must be
.:E
indirectly connected tp the sewer'system.
2) Condensate drain I inesi' for all non-evaporative condensers
must be ind~Tectly conbected to the ~ewer system.
BUILDING..... Y i
1) One "van ac;cessible"'parking space shall be provided.
.~
,
All handicapped park~~g spaces shall be provided with
. ,~
, .{ . ,
appropriate slgnage,~3-5 above parking surface at head
,f;
>
BRIE M ER TON
/
B U I L DIN G
D E PAR T MEN T
CON D I ~ ION S
o F
PER M I T
====~==================F====================================~========
~nnfif"l"ltinn l\Jllmh"",.. q.d~pn'7?qn
Permit Number,
15326
T'V'"
\. ..~
-------------------------------------------------------------~-------
. -
of stalls.
2) All fou.r required exits shall be handicap accessible.
3) All door hardware shall be lever type or panic hardware.
4) Separate permits required for plumbing, mechanical, fire
sprinklers and fire 'alarms and retaining walls.
5) Special inspectors iequired.
WATER. . . . .
1) A sewer cap permit for each building must be purchased
f~om the utility b~fore a demolition permit is issued by
the Building Deparfment ($25 each)
2) Tapping of existing water main for the fire hydrant line
!
will be done by th~ City. All materials and installation
to be done by contractor.
3) The City of Bremert,on is incorrectly located on 2 year,
.'
24 hour precipi tat~ion map. Correct location increases
precipitation to 0..3", instead of O.25fVused.
4) Submit reproducible utility site plan drawing before
commencing construction.
. 5) Submit mylars of as-build drawings at completion of the
projects.
6) A Public utilities Construction Agreement is enclosed.
The Public utility Construction Agreements need to be
formalized and presented before entering into a utility
Service Agreement: to commence construct.ion.
B REM E R TON
B U I L DIN G
D E PAR T MEN T
CON DI T ION S
o F
PER M I T
---------------------------------------------------------------------
-----~--------------------------------~------------------------------
Applicat.ion Number 94AP07290
Permit Number 15326
---------------------------~-----------------------------------------
7) Development is subject to the utility's Comprehensive
Plan, design and construction standards, apd shall meet
,
applicable sections of the Bremerton Municipal Code,
D.O.H. regulations, APWA-DOT Spedifications-1991 and
}
D.C.E. regulations.
PLANNING. . . . ."
1) Ap~roved as per conditions of SPR-04-94, approved per
.
SE-02-94; SE-03-94; and SE-04-94, as part or approved
plans.
=============================================~=================~=====
NOTE: The appeal periolllr for SE-02-94;, SE-03-9/.j.; SE-04-94; ~res on
April 1, 1994. Any appeal ~y require "tvi thdrawal of the building
permit subject to final decision on the appealQi"~~
, --~.-.-
",,'
Ii ~ rn REPORT NUMBER CR 108859 ~
l.i [jJ
U II. ~
3 j 1994 PREVIOUS RPT. NO. C e.. {O ~-g4"1
~';,>:,-- ".
~~l 10
I ~
f. m leel
PACIFIC TESTING
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-071 0
I
-~t LABORATORIES
EASTSIOE DIVISION TACOMA DIVISION
11824 North Creek Parkway N. #101 . Bothell, WA 98011 2402 Pacific Highway E. . Tacoma, WA 98424
(206) 485-4244 . 451-8436 . FAX (206) 485-4611 (206) 922-9299 . FAX (206) 922-1512
:3 & ~r;.
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105, Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
MAILING
ADDRESS
Sa.f'4!l.lH~.IY
I con l ;2 <-{ T l....
,
'B~ ((et/Ue..... l. )..._.
M.E:. ~ 62$1
q r;6CJY
ItJ-.2I-<7t.{
NOV 2 11994
PROJECT
ATTENTION:
Sc..-te ~ y \ '--
C. ~ ({,gw <4ve.
REPORTED
BY
REVIEW
BY
PERMIT
NUMBER
E
25~~~~ATE C; '-I 0 5'. G 700
'&~(U.to........
PURCH. ORD.
NUMBER
ARCHITECT 1)7' I::L""'-ct.""
ENGINEER G 1': t'f5
CONTRACTOR Co S L
LOCATION
COMPRESSION TEST RESULTS
MARK
SIZE
<:..
ep.z
Z <{.3!
\
AREA (Sa. IN.)
AGE AT
TEST
CHECKED
ULTIMATE STRENGTH
LBS. PS.1.
DATE TESTED
TEST EQUIPMENT 10 NO'~ AND DESCRIPTION C b<t~s.:J,. ?CflO=t-
TEMP & Sccd"'t~ CI<l<..i.s DATE { MIXING t::,;ts'f> R<~4't
WEATHER..... bOO CAST \O-~I- <=}c.._ PLANT M ilC
ASTM TEST METHOD NO.
DESIGN
STRENGTH fc ~OCO
Co ?, I . C Y-I. . c. t:tt.(
SAMPLE -+ , ,
TYPE c..OI..4.CIC.I<.. crfi.ou.5
CEMENT
PROPORTIONS 0 Lbs. lZfsaCks/Cu. Yd.
(Not Certified by P T Lab)
S6h/tI. ~ S<:ct.
tier ~ "1l
C'SE AGG. 'VB'
)2rLbS. 0 In. Max.
ll? '{r/ ~
\ "
3~
TYPE OF CEMENT
TRUCK
ts:-3
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
POUR LOCATION AND NOTES: _0",,-
PiltQ,....i~ t. ,d(.
'5fe..,pj +\.~ +.,.,
v-e.rfic.c.1 ~I'-<-;':j
d ra.... ~: "j, ~ ~ '1
C ;'''''-C rei!.. ;.. be I 'j
'-I "~
TICKET #
(")2 S-.;2 .3
:r~
$", ee.l
A~f<;
FINE AGG.
r;:a'LbS. Sc~
ADMIX
o Per Sack ~er H .. ~ro c,..;,..
Lf~:z.. ~.
I~SI/~_
cNot~e~
1 (") <7 f' S,,-:)
'V
Cu. Yd.
: SLUMP
ins. AIR
%: QUANTITY
SUPER PLASTICIZED SLUMP
N' A.
MIX #
~R1'1 3~o
MIX PROPORTIONS VERIFIED
BY BATCHING SUPERVISION?
s;-k.. c..t
DATE SAMPLE /.0 - ., L./_ 9L/
RECEIVED c;... T . L
So 1jc,....P c..'""....c.__T~ P lo.~ .........,:..i- 0;;
:ti. <? b"-T' vert:" c.l.s. ...... p 1c.GP c:...a..d
S b~ k.o,.i2.~......+c.I~ ,""- p It'"..l'..{.
I~ 10". c.a......;.;~ue.r Re.-te:_;"j' c(,c..l( !
(' c.ll .{'"r ~ 7 lJ~t. ~ :l <=t bc.,r ~ ~i~ u~.
[..,.~L'.:hh,",- c:>~ 1>(~ l"~L.~ sc...~e4 - 'Molt). Sa.-t;",loo,
,
WORK CONFORMS ES NO 0
N:c
Il: l(~
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I '7" 1 "'"
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Certified Report by
Pacific Testing Laborato.ries
CR 89-2
"This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the wn en permission
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements."
'tfadL~ ~
I
~ DATE
NOVa 0 .'
fM
I. II
Wr1fl - fl\ U
n ::?l ~--
U ,I", ~ j
{
.'
~
rn
REPORT NUMBER CR 10 8 8 3 0 ,
PREVIOUS RPT. NO. C ~ /11 ~~6-9
'I/tUn..5
I
/ 1
I PACIFIC TESTING LABORATOR
:.,""'=..=....=.....;':r""~
LABORATORIES
~
1,!:.1
~lJw
;~ov I 0 /g:}l
'..~ ,.... l'-~r- -,....r:.....~"""." '~- "
G"I'VTP<.Il" ~
~.. -F~J.:~ -
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle, WA 98119
(206) 282-0666. FAX (206) 282-0710
EASTSIDE OIVISION
11824 North Creek ParkwayN. #101. Bothell, WA 98011
(206) 485-4244.451-8436' FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299' FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
g",.n 1.</.<2 'I
o (J ('J~ 112" 1!L- AI. E.
~ellc:V'ue. ~~
#" 21')/
98004
LOCATION
~t? Pe \.4/~ '/
PURCH.ORD.
NUMBER
~~~~ h1d~che$e DATE J~
REVIEWED 0",. t[,,/EL v, onEr.e U 2 2 tlQ1 4Ml
BY C //V ::TS: - ~
PERMIT O~~Jt;t'" CERTIFI~~.... _
NUMBER 1."1 '7 ~~ NUMBER"1'_"fub. b 7t::J 0
ARCHITECT Dyke~4Y1
ENGINEER GJ"t,4?Rs
CONTRACTOR r: S L
MAILING
ADDRESS
PROJECT
ATTENTION:
5 r' ~ f'Y7t!":. F' 7.-!J n
93~ Ca//ow,/'
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. PS.1.
CHECKED
e.Y.3o
?j-.zr
I
$YJ>.s-co
/22ClOO
/23000
29J7:7
"'-/3/ J-
~j5V
c
TEST EQUIPMENT ID NO'S. AND DESCRIPTION G:.f (1'9 /~ 7
TEMP & t: DATE L MIXING K R. m
WEATHER o/~ ;C/"L2v' CAST I -1- '1~ PLANT ( .
~M91T
PROPORTIONS [Y(bs. 0 Sacks/Cu. Yd.
(Not Certified by P T. Lab) S '" ~
C'SE AGG. 7/Y
DLbs. Din. Max.
/ J~ .j-~
if Y t:f
FINE AGG.
o Lbs. S~nd
/. 2"-/~
,
o Per J./,/) CZ/Yd
,
/l~1I
%; QUANTITY EO / ~ ()
MIX# l<R.fYJ ~3B{)
UJJ Co ~ (:74/ P"J
A// /t1
TYPE OF CEMENT -I
; SLUMP
ins. AIR
Cu. Yd.
TRUCK
6
SUPER PLASTICIZED SLUMP
,V //"1
TICKET # ~ ,2 "" ~ 3
SAMPLING IN ACCORDANCE WITH \. / MIX PROPORTIONS VERIFIED A/; / __ DATE SAMPLE /1 2 _0 d
APPLICABLE CODE AND SPEC.? 7:.ec; BY BATCHING SUPERVISION? ~~ RECEIVED , ~ 1+
POURLOCATIONANDNOTES:~~r'ved 6Y1 f''''V,-cr s;te .{2t!!)r' c<., sch~r/o/~r/ C~/J'7l"".r'er~/
Piqc~>>?er?T; #/7c1 r'~/n/!<:::)rc./J-17" steeL /n:<;;o~ct;~'-?rj.t /0: 3~Lt~ I"~/~t::,r'-
C~,"~nr 5 ke~ : -# 1 I/fpt: I ~ j'1J,..,ce'./ aYJd :'5ied 77"J 72 r-l..s u.J t:::,/s ~h'lh..3G:. "':10/5
1I&r'/2.,an/Q/s '#.s- /n j?/4c.e ~s j1'i/!,,-1 ;P/qje~t J:)J"4tLJ/;'15. O~~ d.~ t!J? sAree./,;
$..Lj .: Ccnc.~e~u'-.l.a."'j JIJ/4r:.ec/ v/a 7ru<c:/<, Chu/e. r.:; ,ou;#.4 ;;'lj~/< an dC~.n'.st::Jijd-:.
/ , /
4lecl 6j,.//-'6~a..17~"', ~ S4.W7jO!.,.. '..u4.s/'Jb/Cf.bI.';e/Qtr1,~'i4Sr/~/O L/J'?f}rdL/~
'2 fj! 1'~/q'l'1lh'fu../hP/ ~,.sT j.t./!t: ./llt) tlJt'JJ:;J/J Qdcle4r WORK CONFORMS 'YESf' NO 0
"This report is provided lor the information 01 the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means,. ~xcept in full, without the written permission
of Pacific Testing Laboratories. is prohibited: . .
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
inspecti~:~;~:; ;:::~ o~:her associated work or a wa" ~ f,. fl dJ or workability of the sPecificatiO~reqUirements." . nEe 0 5 19nL
Pacific Testing Laboratories W DAT~ '"
CR 89.2
" ". ,., .
.. ~
" "".-' "a.s-~~""n"""" ~ J4>r
,-- -"'""'I! '.I.~-"tl"'"' """'If"'.'~\" ',.-......-r"". '....' ,....,." "I"""Y"'" -:-- r
<'J( , "-rl ~:.A" /'"\'W"..,
CITY OF BREMERTON -BUILDING DEPARTMENT
478-5275 - 286 FOURTH STREET, BREMERTON, WA 98310
I 0+ 2-
INSPECTION REPORT
~,--J~
PERMIT NO, ' /
I
I have this day inspected this structure and these premises and have found the following violations
of City, County and/or State laws governing same: ..... t.- '-t ;~.; <. <5",:" K \-CY'Z::>I--
f0 11:.. h ~ ce; II ~ c., tA 1/1 le v S fz. ; " <; I v-. 6,~U.;;"l f~ ~ ~C ~
(i5 ~ <;' v (c:.. k (~( {Yc.-.//5 "VI c<cC e ~~,' I, I e V~:5 .froo~ S
{ f
(~ 11 ~ >< efts 'h.-'? (. -<- (:1(/ D'V f-v h..,.)e ( J I '7 f1-4'h S <> v-
(9 e~(el<- -r~,~ ~ 17161
@ C~rklZ
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.Y
<€.I'k V'-""V c; (/e:, V j V c,: (
J
III C Ie c-.. .It:{ VI, L-f....
~ -
( /
You are hereby notified that no more work shall be covered upon these premises until the above
violations are corrected. When corrections have been made, call for re-inspection.
Do Not Remove This Tag DATE 11/V{1Y t)t
, 'I INSPECTOR FOR BUILDING DEPT.
~DF
. :-y" ,'-
"If'T J '", ",.
f'- .. .'J;'....--.- .-'t"W ''r.,~ ~lr'l"'."""""" ,
.... ,<":.~,qv'r,"--"""-r,,"("":''l':~~""',.d~-. :.-~"'-l . ,
, 'f '~ '" -.-"-'(
".,~~,.~#'''''~~ .
~~of" "" ""'iiii' '\'.~J.;t. ,...... .~
CITY OF BREMERTON - BUilDING' o'EPARTMENT 2. o.f ~
478.5275 - 286 FOURTH STREET, BREMERTON, WA 98310
INSPECTION REPORT
PERMIT NO.
5~~~
.eJJb-: f' ~/I re )~II{J S-N"'e(;~ I
?e cv--b;
I
~L..r:l5
pr,~l)
, f I /
You are hereby notified that no more work shall be covered upon these premises until the above
violations are corrected. When corrections have been made, call for re-inspection.
Do Not Remove This Tag DATE IZ/f;/~'f ~
~ III D)( 6 D X :s ~.. I" INSPECTOR FOR BUILDING DEPT,
-
k.,
~ I
~Qr/~<-e- /I"er<<;v e>CJI:z-""~ r/<<I<-f 6'" sr,;",/(I~1f
'K 0 J; t.e. ~hv 'Z- a.d b-/)J..e fr'7 0 '" ~ vJy~ +>
t (
11 () "'; k (e t v'-v-t l ~,-v c.. e y-- -h;z'q I//;~ S
V ( \
l1o/l~ck F?<Jloc/L /)1/1 71. V:vc,(vv ,--r;,,~ b-epf
'Pro,,; k r; Vf... t ~Ct~ ky pc. J (O(j<-. 14ft:. vc,,-
ffi n {b /REPORT NUMBER LR 101829
./
orT 2 7 PREVIOUS RPT. NOa IcJ S'8".tY'c?
UI I ~ hb#~
EXECUTIVE OFFICES EASTSIDE DIVISION
3257 16thAve. W.. Seattle, WA 98119 11824 North Creek Parkway N. #101. Bothell, WA 98011
(206)282-0666. FAX (206) 282-0710 (206)485-4244.451-8436. FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highwa) E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105. Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
~.fle.&"pa I/'
~ CJCJ1cJ /.ail'ffi L/,
5'f!!!//~t/LLI!!!. ~I'
ATTENTION:
~, ~e::?C//
7~~ 9'"
5'~~4Y4: V
~
LOCATION a/k.J4'~ ,
op~/t/e/ ~/;? ~.,e:> .d~r~~T c2/k ..,LZ~~ SC.6~cr~~_/
, ,
I#e'ZZH/t//#~ 4~C"~~.. ?./'d,/f? Lq///XL.V'/' r
tt-j//# O(/~r? ;(~ t:::# O~~ /~#~tt:>; c;:.~Ly, ~~~ p~~~
&~ ~LA :;,,~~/..3";.2 h"Ye.:;;:z..dH./#~... k~.-'?Af'-'~~/f"";'S
/ -..;- < t/J ' , ~.,.
o //i'c:/'~~/ ~~C/~/C~.//t"':7~<;;'".
PURCH, ORD.
NUMBER
~~~H~~l"S&ATE /CJ-/Y-9<y
REVIEWED ~ C . ntrT 80 n 4ftftl
BY ~TE~
PERMIT. ~~ RTIFI -
NUMBER ~ ~ NUMBE~~/ ~7~
ARCHITECT Oy/'~hI;11'4P/?
ENGINEER a~~
CONTRACTOR C sr
MAILING
ADDRESS
PROJECT
ASTM TEST METHOD (AS APPLICABLE)
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
WORK CONFORMS YES
NoD
"This report is provided for the information of the client only, The reproduction of this report, by any method, and as transmi.ttal to a third party, by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the resuits obtained from the actuai test performed and/or observations made within the defined
inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements:
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
DATE
OCT 261~
DATE
LR 89-2
i
ocr 2 4 1994
:=PORT NUMBER CR 10 8 8 3 9
PREVIOUS RPcg J tJ ~ 8* 4//
q;~
!\ a II rn
MClRC TESTING LABO
LABORATORIES
~,.
EXECUTIVE OFFICES
3257 16thAve. W.' Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIOE DIVISION
11824 North Creek ParkwayN. #101' 8othell, WA 98011
(206) 485-4244.451-8436' FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULADIVISION
10726 SilverdaleWay N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
Sq..{b ~ 'Jq Y
I,; bOO J 2'1 ttl" ~,
'6~II<!:.....uc bJq.
P :2 ("') I
9 8'~i"? Y
ENGINEER
g~1~ 10-13 -9-/
DATE~
CERTIFIC~E 'i'I -.., oJ
NUMBER':t.Yd~ . ~ L"O
P yk~J?7aY7
Gr/~/s
CSI
MAILING
ADDRESS
PROJECT
ATTENTION:
54.f~WC{ Y
J3 ;r.1-JC7;pt!!? " /;; n
.
ARCHITECT
LOCATION
PURCH.ORD.
NUMBER
CONTRACTOR
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. P.S.1.
CHECKED
2J-,2G
?
~
.21'.3' 0
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION C ,- goo cr I t:) 7
TEMP. & ,L-., 0 "'7"""DATE MIXING"'E"'"", V ,., IJ'V'I
WEATHERvt:: C>I.leJ'?Ce:ls( CASTIO-I.3-9~ PLANT~ ""<..'"
CEMENT C'SE AGG. ?/ 8'"
PROPORTIONS ~s. DSaeks/Cu. Yd. DLbS. Din. Max.
(Not Certified by P. T. Lab) 7 17
ASTM TEST METHOD NOC - 31J 3~ 107
DESIGN ~ SAMPL~ ~
STRENGTH fe ..;;;J)OCO TYPE,C n. ." ~X /..z.
TYPE OF CEMENT
fl
; SLUMP
~.I/
ins. AIR
ADMIX ,
DperSaek DPer .3~% 1,y~L H?/<CPdt?/'"
-'1~ff- /?~~
-%
...j ~ ,,;' 7;;.4 QUANTITY 20 II t!> ~ Cu. Yd.
MIX # KJ<<I?? {~rt::)
IJ 5' ~ ~
FINE AGG. .,/
DLbs. S4rl.
1,1 .2..5- /
TRUCK 1<": 8"
TICKET #
~/J3 70
SUPER PLASTICIZED SLUMP
..,u/H
SAMPLING IN ACCORDANCE WITH , vi. MIX PROPORTIONS VERIFIED . / DATE SAMPLE '?
APPLICABLE CODE AND SPEC.? '; ~ S BY BATCHING SUPERVISION? A// # RECEIVED / U -/1"- -r
POUR LOCATION AND NOTES: t::n",,/ue/ ~rl ..tJi'~:ec.f site {!~~ 4 Scheduled GeMC""~ z'!)/Qc.-
/ " '
EWJent; ConC;te~ /:<.)CLS ;Olq'c~r"/ v/q -;;'~~K ~ tJ(.~~ Q,rz"j c("J-Jo~~//.4ar~d
J::JY (.J/hi"/I?;O~'- CI'Ji'J1;;t:u;fi;p I'Iqr:ed 6.,4~~I!:)}(I'wtQT;e' y .ICJCJ ya"d<; /').R Cn,.c".e~ Pt/~
--r;,/~ /,~P"'I LCJ{J/!!:..I"'i 0~'5r ~o 'IClJ'?d~ oP 0?rlGJ'1~~ Ht/x. ..(?r1om L/;v,'l" I i..~sT F()~
/./;1.- f/J~I ~P.t1a,;/7~1-". fnJ'1 J"It!7qo'uJ,f u.Jadl ~..R f3heeT S -4/. ResJe<:tL Jns~ecte~
c,., fj~ hf (" """,.dys J;; "eo) ~r r 5/",<'./ ~/r; '" f:,,;'s n",19./. i!f 77 'ILl L ,~lt)6;~l'!
a,d~ e_~ WORK CONFORMS YE~ NO 0
"This report is provided for the information of the client only. The reproduction of this report. by any method, and its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited:
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements."
, Certified Report by ~ tf'\{ nn '^ ~
Pacific Testing Laboratories ' ftXJAt ~
CR89-2
/v
DAT~ 0 V 1. 4 1994
~
fA U LL ffi
ocr 2 A \994
PACIFIC TESTING Le..BORAT
ICES
3257 16th Ave. W. . Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-0710
:PORT NUMBER CR 108840
PREVIOUS RPT. NO.C;:< to 8'"fj-'y/
L.f I !)-
LABORATORIES
EASTSIDE DIVISION
11824 North Creek Parkway N. #101, Bothell, WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULADIVISION
10726 Silverdale Way N.W. #105. Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
MAILING
ADDRESS
S/"~tVt:l Y
/J 000 i 2Lf I!l
E>~Lb.,/u.~
A.I '" 2.. ""'11- ~ b J
LL)b C'(~OOo/
~~Jl~~ hta"c..},ese g~1~ ~
~~VIE~ l, ~ ~ DATE "UV ~ 4l99t
~~~~~R J '-"3.:2 (... \ 23~~~~d~-: C:, 7' t::' 0
ARCHITECT rJ Y I< e n2 c2;. v-7
I
ENGINEER 19" /p.5'
CONTRACTOR C S L
PROJECT
ATTENTION:
sa.f~tU
OY'f'*!,n?~J/7~
LOCATION
PURCH.ORD.
NUMBER
COMPRESSION TEST RESULTS
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION C"-:' JfCj I () 7
TEMP & .~ - 0 DATE MIXING ,./
WEATHER~6 t'"..J.oudt CAST 10- 13-9-1 PLANT "Il W7
CEM9'T C'SE AGG. ~ r FINE AGG. /
PROPORTIONS ~bs. DSaeks/Cu. Yd. DLbs. Din. Max. DLbs. ~...-;~
(Not Certified by P T Lab) ..j-~ y /." 3'~ Y I, a -50
TYPE OF CEMENT ~
/UIB
SAMPLING IN ACCORDANCE WITH MIX PROPORTIONS VERIFIED ./
APPLICABLE CODE AND SPEC.? Y..t'5 BY BATCHING SUPERVISION? ,A~/9'
POUR LOCATION AND NOTES' -r;e.Sr 12' 8. ~~t!'n /.tr 40/100 '14 i"'dS ~ 5 ;t1f!'!i"'L G~;>?..-"aL .-{,~~s
oR fJl"lec.r'Sf1eCJ~:::'CL..t;;~5'".J1L6n'J j/Jt2 s-ri"ef!!'.T If:;. ~)CJy -;; Co/law
tJ~tCLJ.. *" ~ /.1-)()I'1< (.~M'7 ,,?/y.s to jI'1pt}Je.c.t S (iLJ~C /{}/ (,4 710;;05 J NO
to-aMp added
MARK
SIZE
c
TRUCK 1<"';; /
AREA (SQ. IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. PS.1.
CHECKED
Z},Zh
Z /".:J cJ
.tr"s(;; f
.J~7.J
sJJlr
I
.j'; O?O
/ .J.JdCO
/.r .;t/CO
ASTM TEST METHOD NO. C. - 31.; 3)j 1'13
DESIGN SAMPLE sP-~ ~
STRENGTH fe 1J 0 (70 TYPE C n ~.s 4"J( 1:<
; SLUMP
3 ~~'I
ADMIX , '. ..I,
DperSaek DpeS% /:y'O-~ H1/~;?t!:?t?/b-
Ao'/~ ~//p
-0 './ /.
ins. AJR0 ~ /1'~/ %; QUANTITY ~ /00
MIX # 1< f<H7 ,1' ~CJ
Cu. Yd.
TICKET #
C)~37.y
SUPER PLASTICIZED SLUMP
DATE SAMPLE/", -/'1"- t;>fP
RECEIVED v " ;
WORK CONFORMS YES P NO D
'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, withoulthe written permission
of Pacific Testing Laboratories, is prohibited:
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
inspection. approval or acceptance of other associated work or a warranty of design or workability of the specification requirements:'
p~ \u;:;; ---
Certified Report by
Pacific Testing Laboratories
CR89-2
/'[) DATEN 0 V 1 4 1994
/
~
~PORT NUMBER CR 10 8841
PREVIOUS RPT. NO. ill / tJ/3CJ 7
35 liujl~
LABORATORIES
EXECUTIVE OFFICES
3257 16th Ave. \V. . Seattle. \VA 98119
(206) 282-0666 . FAX (206) 282-071 0
EASTSIDE DIVISION
11824NorthCreekParkwayN.#101'Bothell.\VA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. \VA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
1 0726 Silverdale \Vay N.W. #105. Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
g~1~ 1(7 -,1.2-9 Y
DATE~
~5~~~Wq--~-: ~ 7C/o
ARCHITECT D V K C' ~C( v?
,
ENGINEER G r' ;.(1..{?.s
CONTRACTOR C S1:
MAILING
ADDRESS
$qfle~y Tn
'J t:;OtJ / ;1L/- ,,U,, E..
e~/I~i/u~ ?tJcz;
~ f)~/
9f5CJ(J4
PROJECT
ATTENTION:
~5af~ q?~ ~
B".e#/e'-?~/?
LOCATION
PURCH.ORD.
NUMBER
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. PS.1.
CHECKED
Ie
Z~.3 I
2;-3-/
3-5-0
~cP.J-
4/c2r
~
FINE AGG. L
OLbS.~PJ~
ASTMTEST METHOD NO. c- 3/. 3 Y: 1~.3
- --
DESIGN ~ SAMP~ ~' ~A~ ,...,
STRENGTHfc ObO TYPE P ~ ~- lK~
ADMIX
OPer Sack o Per 4.t!J t::J2. y'~
-
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION CL ~9' J It) 7
~E~iH&ER~/ 5uP//7I./ g~1~ 1t)-/;l.-9~ ~~~~~ k f( 1?1
, ,
CE~ C"SE AGG. ?7~
PROPORTIONS ef"LbS. o Sacks/Cu. Yd. OLbs. Din. Max.
(Not Certified by P T. Lab) L...-f:J--7. .-::'" / J L./
~'-'~"L 'i ~-, <1
-rrr _ L/ /I
TYPE OF CEMENT ~~ ; SLUMP 2
'J ).lj I
#/#
""
dJ/C;4{7QIJ'?
4//#
ins. AIR
~8' %
%; QUANTITY / d / "-t" CJ Cu. Yd.
MIX # #t.Jt.J?1 38' <!?
~/H-
SAMPLING IN ACCORDANCE WITH I /'AL" MIX PROPORTIONS VERIFIED . //.4- DATE SAMPLE d
APPLICABLE CODE AND SPEC.? Yt..7 BY BATCHING SUPERVISION? #/ n RECEIVED /0 -/"3 -77
, - a
POUR LOCATION AND NOTES: a 1"'''' 'v-~d l!!::)/7 "7':h '-!' L7J04'!j'ec r- :J /~ -f<'J;4 &1 SC~t::'<,k//e..../ cLJ,yJftC/"I!!!'J";;;
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Co;?c;ol/4~k/ by .b~4Y./~r ~ft S"';d~ /~/i:J h.f2;?fP??~/'" .t"tJ;?7/~t!:J ~/~~.
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Was ;;~~c/, ~r1,I;;J' 1iJ ('~;1CPt!!.J;, AldC~,"~/2:f 41/ re!./hlbv1~/b7' /J<.e/~./.qs
1~5fJec~c/ on~/ Au~/ if Cc>w~;/ 1;; ~~~'&"t::/ ~t9L/t0C<?"t'"~K CONFORMS YES ~
"This report is prOVIded for the information of the client only. The reproduction of this report. by any method, and its transmittal to a third party, by any means. except in full. without the written permission
of Pacific Testing Laboratories. is prohibited."
"This certification attests to the accuracy of the results obtained
inspection, approval or acceptance of other associated work
TRUCK K.."; 3
TICKET # 6 ;J. 3 0/ g-- SUPER PLASTICIZED SLUMP
Certified Report by
Pacific Testing Laboratories
CR89-2
ctual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
arranty sign or workability of the specification requirements:'
,/!&
NOV 1 4 1994
I /
~ fJJ n R rn
r--.._-l. ".
I ' I 1/
~_:~~PA
PACIFiC TESTING LABORATOfllES
(
REPORT NUMBER LR 1 0 13 0 7
PREVIOUS APT. NO.~ 12 l0<110~
:2. :60- 3:;D
EASTSIOE DIVISION
3257 16thAve.W. -Seattle,WA 98119 11824NorthCreekParkwayN.#101'Sothell,WA 98011
(206)282-0666. FAX (206) 282-0710 (206)485-4244.451-8436. FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highwa~' E. . Taccma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726SilverdaleWayN.W, #105. Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
Saf'eW)C'.Y
Loco l:J.4 TL... Au€!...
gE2.Ueu~ (1)CA'
ATTENTION:
l\L E:.. :tl:10 (
g'Kt'Y:J'i
~ ('~ L -r C-l"lY.~
c 11 B ;te PURCH, ORD.
o.llow nUQ. ~~ 1-. NUMBER
~~PORTED~. ~<;
~~VIEWED vvft3
~~~~~R 15~b
ARCHITECT D Y ~ ~ t</ AN
ENGINEER Go e I ~ ~ 5
CONTRACTOR C. 5 r
DATE lrJ-Io-qt.{
DATE / /) .- ~/ -tf, ~
CERTIFICATE ,?uOS 6 ~
NUMBER -.. - 7VV
MAILING
ADDRESS
PROJECT
LOCATION
?('~;.fjL T~<;'+i'-3 ~1- ~;fe d ~:IS- I~;<, C<~+e .f~r ~lA.~hoA:j...1...
('>~ r-e;~{'"cci":'i -s+e.@l.l-<">co..t,..", is ~;"j r~pj-~;~~;,^! ~~~{;
~t K~f"+t...e.~ sf QrtG.c 0..( p rr>~ .(lrT '5 L te. (.{ f'}tJv-. ~~_ CUr, ~ Il4:. ~~rt
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-(- ; <L: ""j
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e. ~-'SS-
L<z~-t
s ~ i-e @
'S:oa
,
i
STM TEST METHOD (AS APPLICABLE)
,
)UIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
i
Is report is provided fOt the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
!acific Testing laboratoties, is prohibited."
'I certification attests to the accuracy of the results obtained from the a
)ction, approvaJ Of acceptance of other associated work or a warran
, /
\. Certified Report by / OCT 18 1994
':ific Testing Laboratories
.0 CONTACT:
DATE
~
l!J
.....,.,:..
(
REPORT NUMBER CR 1 0 70 12
PREVIOUS R~ ~ /0 9 10)...
u
~
P.~CtRC TESTING LA
EXECUTIVE OFFICES ---.--... "'-EASTSIDE DIVISION
3257 161hAve. W.' Seanle. WA 98119 11824 North Creek Parkway N. #101' Bothell. WA 9BOll
1206) 282-0666 . FAX (206) 282-0710 (206) 485-4244 . 451-8436 . FAX 1206) 485-4611
MAILING
ADDRESS
PROJECT
LOCATION
13
L
f0
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105. Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
<; ~\}J ~ ; ", c .
I ~O ~~1L Q~ ,E ( ~~'~ d 0 - /;}L(-N,
~~ ~ ) Ut~\- 9t&fJot.{
ATTENTION: M \. e.l..e\ \. (] l c 10J ~ CI 'U
[3~~~ ~v..'~
1.3f {A IlfJ't:t:t;- ~~~~~RORD.
(j{l-eM'Pa_ I~
g~l~ I 0 -7 -fl(
DATE~
2~~~~~ATEfl{o 5 - 6700
ARCHITECT
ENGINEER
CONTRACTOR
C 5 ...x:.
COMPRESSION TEST RESULTS
MARK
AGE AT
TEST
ULTIMATE STRENGTH
LBS. P.S.1.
CHECKED
SIZE
AREA (SQ. IN.)
DATE TESTED
"7
2Y
::li'
?Jot
2~.Z. 8~' .
ZK~/
I
c:t_
c.. -/0 b it - ""$1-1 (l J -{ '1 '2----..
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DESIGN 3 SAMPLE /_-i'~d€-
STRENGTH fc O<lJO TYPE lAJrL Ie;:
i:L P f 1m
10-7- r If ~~~I~$ Hl-fS-c>f
TEST EQUIPMENT ID NO'S. AND DESCRIPTION
TEMP. & 62. 0 DATE
WEATHER<C!ve {t c A.. s ::r CAST
~G~A-d
CEMENT
PROPORTIONS Bt:bs: l3S;ks/cu. Yd.
(Not Certified by P. T. Lab)
ADMIX
BP;;. Sack BPer
-
S~O
r ala U~~~ l ,(
'3 of 30
%; QUANTITY Cu. Yd.
X'R TVJ '] ~()
MIX #6 S-/c' 3 &lot)
J')... 5 i
TYPE OF CEMENT r - ..::rr
TRUCK
; SLUMP
ins.
AIR
:2
-
TICKET #
SUPER PLASTICIZED SLUMP
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
DATE SAMPLE
RECEIVED
"This report is provided for the information of t e client only. The reproduction of this report. by any method. and its transmittal to a third party. by any means. except in full. without the wri en permission
of Pacific Testing labOratories, is prohibited." ~ -::...., , () _ riP. ~ .s iLt:> M 1:- (/0
"This certification attests to the accuracy of the results ~tfutined frorlt{(altual Cst performed and/or observatio~!~de within the defined sccfp~ ~f the work. b~rtjfication shall not be construed to represent
inspection, approval or acceptance Of other associated work or a warranty of design or workability of the specification requirements."
i~~
I
o
WORK CONFORMS YES . NO 0
;fJ9- DATE
NOV 1 4 19M
Certified Report by ,
Pacific Testing Laboratories
CR 89-2
f)j 0 ~
I n{lo~-fft) SER CR 109103
. I 4 199aEVI~~~ PT. NO. I e I ~3Cf
~.. ..-1
-=t:C?O -lO:'15
~
.,. .e..
P.<\CIFIC TESTING LA80"AT-,- --
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle. WA 98119
(206) 282-0666' FAX (206) 282-0710
EASTSIOE DIVISION
11824 North Creek Parkway N. #101 . Bothell, WA 98011
(206) 485-4244.451-8436' FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
MAILING
ADDRESS
SC4';-LL~1
L()(;x:) t L ~ '< Tt...
B ~ 1l e V u-o c..J'c: ·
A~ I\L~. 'ti~l
q Q(}CJl-!
REPORTED
BY
REVIEWED
BY
PERMIT J 5 ~
NUMBER ~
DATE
CAST
10 -6 -'i-Y'
NOV 0 4 1994
DATE
~5~~~~ATE q 4 (J 5 - 6 TOO
PROJECT
ATTENTION:
g r~ '-L~+e""-
f3,~..........,.b......
ARCHITECT
1
..
LOCATION
Sc{'~Y
U-..} PURCH.ORD.
Q . NUMBER
ENGINEER
" ..'
CONTRACTOR
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
DATE TESTED
ULTIMATE STRENGTH
LBS. PS.1.
CHECKED
//9000
/35-CU,
I
dlt.?JD
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION
TEMP. & C c 5 () CDAA"SET l 0- L . CO 11
WEATHER ~bj - ~ \:) "l"\
CEMENT
PROPORTIONS 0 Lbs. 21 Sacks/Cu. Yd.
(Not Certified by P. T. Lab)
cT %9/0 7-
~~;I~~ t:. ~ M 1
ASTM TEST METHOD NO. C::.l , C 3."
DESIGN~ SAMPLE ~
STRENGTH fc ~COO TYPE Coio....~"'-&.,e..
6
C'SE AGG.
.0 Lbs. IZfln. Max.
y~
~Y4
\~6(O
FINE AGG.
rzfLbS.
lea. 6 '1' 0
ADMIX
o Per Sack 0 Per
N.A
TYPE OF CEMENT 1TT
1c.-20
TRUCK k - I -:;. TICKET #
;SWMP
o 220 2(
O;t2.0b
J
l ., ~
ins. AIR
f\(A
%; QUANTITY
1<:> 00\' 1 CO Cu. Yd.
L--.
NA
~~l~lt1~PLE /0-1 -9<(
~t~iL ~ l (i~
{or ('e... - s:tQ.~ 1 IlA"s ~i/J"
SUPER PLASTICIZED SLUMP
MIX #
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
MIX PROPORTIONS VERIFIED
BY BATCHING SUPERVISION?
jv(./
(F~~ii~J:
{'or ~t~k...i:J
~~;- ~ "':S ~
UJ'<ll )
"tCl~;- ~id.e ~)f.
S,,- L C /2... lO, L-o:l
POUR LOCATION AND NOTES: .
~cf.Q.... c.O'-t.~.e.- ..rt",,; s.k. J dCt'~ T f...-e'i lv.d &01..0 U, ~ 411-J-( , ; ......t Cot ~~
tD r~I'~ T~ stw...." to 6 ~r fie ': '30<10 , 6 5~<.1C. ........i)!. T ~&..
. I
TkL""L -1. l~lt to St..c~r-. .{ J:. ~ kn ~bjJJr'tSvt. ~
4
WORK CONFORMS YES
NOD
"This report is prOVided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permissiOn
of Pacific Testing Laboratories, is prohibited:
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certificafion shall not be construed to represent
inspection. approval or acceptance of other associated work or a warranty of design or workability of the specification requirements."
'~JJ~ ~- --
I
Certified Report by
Pacific Testing Laboratories
CR 89-2
~
DAT~OV 11 1994
PAClAC TESTING LABORAT
ERCR 109102
~,J' NO. lOq '03 ct(.
U h 7 :~b to 10. ol..f S-
00 I!\ 0 (l ~ rnl
llli oef rf I~ I ~
EXECUTIVE OFFICES
3257 16thAve.W. 'Seattle.WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIOE DIVISION
11824 North Creek Parkway N. #101, 8othell. WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922-9299. FAX (206) 922-1512
PENINSULA DIVISION
10726 Silverdale Way N. W. #105 . Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
MAILING
ADDRESS
Sxrl'L~ It'
, t:i
II DOC::> 161 '{ ,. L... A 1M . "'I- ~. .;20 I
~~((~"I.L~ We. 4,!oo4.
REPORTED
BY
REVIEWED
BY
PERMIT
NUMBER
DATE
CAST
lO-6-<=[4
LOCATION
G-..~C.lZ rr ..!.i~,(iZ
n ~, PURCH.ORD.
.~~~~~~ NUMBER
ENGINEER
U DATE ;;j!Jl.p" ~
,~~~ ~5~~~~ 'fCz) - co
D r k:~- M.d,^
G: r ;~+~
Co ~I
PROJECT
ATTENTION:
S.{'~w" r
C cCl~L.;.I A~~
ARCHITECT
CONTRACTOR
COMPRESSION TEST RESULTS
MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT CHECKED
TEST
A €v.. l:t
g )( ::2 ZJ.Z'
c... ,y (c2 I
j) " c;2 :,0
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION S I "-'_ {> t- C7l{~J
TEMP & c:.l~ U"\..~ ~'5"O DATE b'" MIXING .... 0 f\4
WEATHER ~.~ J CAST ( PLANT ~ l'..' 'I
:L
ASTM TEST METHOD NO.
DESIGN ?
STRENGTH Ie ~~
c. > { I C. 39
t
SAMPLE ",. ~
TYPE ....0'"'
CEMENT C'SE AGG.
PROPORTIONS 0'LbS. ~Sacks/Cu. Yd. 0'LbS. rzrin. Max.
(Not Certified by P T. Lab) /' ~ 1.t.).(C') ,~
~ (Jt,ClO ". 1.1S,5/0 r~
tl
G Vt.f
FINE AGG.
0'LbS. 125'L(O
ADMIX
D Per Sack D Per N. Pc
TYPE OF CEMENT
1IL
; SLUMP
ins. AIR
l'-C.A:
%; QUANTITY <-{ P ct't t06
Cu. Yd.
TICKET #
02%.13
u
( .R$
~A-
XJ{)
V
-\'~r ~~~I-I~ ~(l ,
Ma+..~ U7~611
7 ~ b if c"et.d-4.C'". Tr r- t.
;\00.. n{<<"L ~o.r- drc.;lA.<U"f<L
I
MIX PROPORTIONS VERIFIED
BY BATCHING SUPERVISION?
DATE SAMPLE
RECEIVED
/6-? -9f
p..r- bl~
,
TRUCK
\::.. l::)
SUPER PLASTICIZED SLUMP
MIX #
/O-7-7'!'
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
S p...c.J "j
b e.cr
Lt.. lEe-/) ~Uz~
-e S
~
L li>-L .r~+i~
G. 10 tl _
oi:J
~ 4. - Sl.(
~.s
POUR LOCATION AND NOTES:
He r '1. bo r ~
D~,,"", (L I oS
be" Q..
~iio,,"", ~ (~/I
c.~kc."'€..4oL T~p. .. 65.<70 WORK CONFORMS YES~ NO D
"This report is provided lor the information of the client only. The reproduction 01 this report, by any method, and its transmittal to a third party, by any means, except in full, withoutlhe written permission
01 Pacific Testing Laboratories, is prohibited:
"This certilication attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope 01 the work. Certilication shall not be construed to represent
inspeCIi~~;~::::::~o~;eraSSOCiatedworkorawarran~Old/e:g~.._ A~'.- NOV 11 4Ml
Pacific Testing Laboratories ,- ~~ . ~ DATE ~
CR 89-2 ( L/'
Seattle
BotheJ/
Tacoma
Sumner
Peninsula
Portland
One Lab.
One Consultant.
One Solution.
Eastside Division
11824 N. Creek Pkwy N.
Suite 101
Bothel/, WA 98011
U.S.A.
Tel: (206) 485-4244
Fax: (206) 485-4611
Bel/evue: 451-8436
Peninsula: 698-6650
Paci(" "
,~.~ '-.,",
Testing
m /jI lj" ,. -.-...."
Li.J Ii '-.
i..'.:!
'-~-'~"'''''~'''''..-.
OCT J Y 1!:f~4 ii!)
I'AcHrtc TEsnNG LABoDA'"
'"""ORIEs
Laboratories
October 6, 1994
Certificate No. 9405.6700
Page 1 of 5
Mr. Mitchell Johnson
SAFEWAY INC CONSTRUCTION DEPARTMENT
1000 - 124th Avenue Northeast, Suite 201
Bellevue, W A 98004
Subject: Bremerton Safeway
Dear Mr. Johnson:
As requested and agreed, Pacific Testing Laboratories analyzed the material sampled by a
representative of Pacific Testing Laboratories (see LR103574) for proctor and sieve analysis.
Material testing was performed in accordance to ASTM 01557 and C136/D1140. Test results
conform to applicable specifications unless otherwise noted. Please refer to Table 1 on for test
results.
Table 1. Test Results
.070.02-.01
Red Tan Gravelly
Sand Some Silt
6.6
137.5 pcf
34.3
53.8
11.9
This report is provided for the information of the client only. The reproduction of this report,
by any method and its transmittal to a third party, by any means, except in full, without the
written permission of Pacific Testing Laboratories, is prohibited.
If you have any questions, please contact us at (206) 451-8436 or 485-4244.
Approved by: Matthew A. Miller, P.E., Geotechnical Eng~
Sincerely, .
l~~~
J. Dale Blisserd, Assistant Manager
Eastside Division
JDB/mm
C, P~INT=Sl ON ;::::C"CLEC .::...::::::?
PAGE.2 OF 5
~'-1
~
~
fW:T I 9 1994
~&.
PACIFIC TESTING LABORATORIES
~~
REPORT NUMBER LR 10357 4
'"
Ipj
D
[
PREVIOUS RPT. NO.
---~OA'r:S
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle. WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIOE DIVISION
11824 North Creek ParkwayN. #101 . Bothell. WA 98011
(206) 485-4244.451-8436. FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highwai E. . Tacoma. WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
c"
\~~~ tw<. ~Ei ;2D I
~\ \LV~-(.. ,wA . ~~CDY
ATTENTION' I'I\,-\c~\ ~:NSoJ'l
~W\e!LtN ?de
B~R\r:W WA;~~~~~~~~RORD.
~~PORTE~ 1)E\)l'M
REVIEWED Jil ~
BY / ~
PERMIT
NUMBER
DATE ~+ 4-!1. \ ~q4
MAILING
ADDRESS
DATE~
~5~~~~AtE..cj 4<b' ~ ,100
~ \(~yY\~
I
c-,-(Lt~
CST
ARCHITECT
ENGINEER
LOCATION
CONTRACTOR
~\~\) ~\l..
\ct- \~ ~~ 6f
~~ . ~c.~ ~
~C\)\ ~ "eN'\. t"C\Pt\'o
~~~ ~ s~
1)~k.. ~~a.Uv\ ~C1I'- 6
E.~CG d- ~.l\~
~:-..) 3l~ ~1) IAi.K
~~~.
~~
ASTM TEST METHOD (AS APPLICABLE)
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
WORK CONFORMS T es 0 I~U 0
"This report is provided fm the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party. by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements:'
IM~~
47
(
DATE~
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
DATE
LR 89-2
145
140
'+-
U
Q.. 135
:n
+'
UJ
c
I!J
-0
130
:n
L
0
125
120
PAGE 3 OF 5
,/""
// -'.
MOISTUR~-DENSITY RELATIONSHIP TEST
"-
I....... 100..
'"
....... ......
.......
"- "-
~
t'-...
" " I' ~ ....... ~
" f"- ~
~, ~ ........
". .J1A ". ~ ..-. ""iiiil ......
"", """Ill " ~
~ i'o...
~ " 1'-.100....
./ '" .......
. . .......
'"" .......
ZAV for
Sp.G.-
2.65
5
6
9
11
7
8
10
Water content, %
Test specification: ASTM D 1557-91 Method C} Modified
Oversize correction applied to each point
Elev/
Depth
Classification
% > % <
3/4 in No. 200
Nat.
Moist.
uses
AASHTO
Sp.G.
LL
PI
SP-SM
i=l-l-b
2.65
12.0 % 11.9 %
Ni=l
NA
6.2 %
ROCK CORRECTED TEST RESULTS
UNCORRECTED
MATERIAL DESCRIPTION
Maximum dr~ densit~ = 137.5 pcf
Optimum moisture = 6.6 %
134.4 pef
7.5 %
RED TAN GRAVELLY SAND
SM SILT
LR No.: 0357"1
Remarks:
10* .070.02
Certificate No.: 9405.5700
Client: SAFEWAY INC
Loc~tion: BREMERTON
Date: 10-06-1994
MOISTURE-DENSITY RELATIONSHIP TEST
Tested b~: ML
Date: 10-5-94
Checked b':J: JSM
Dote: 10-6-9"1
PRCIFIC TESTING LABORATORIES
Fig. No. 1
100
90
80
70
0:::
W
z: 60
H
W-
I- 50
z:
w
U
0::: 40
w
0....
30
20
10
PAGE 5 OF 5
PARTICLE SIZE DISTRIBUTION TEST REPORT
"
"
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o
288 180
10.0
1.0 0.1
GRRIN SIZE - mm
0.01
0.001
Test %+75 mm
. 8 0.0
% GRAVEL
34.3
% SAND
53.8
USCS
SP-SM
% SILT % CLAY
11. 9
SIEVE PERCENT FINER SIEVE PERCENT FINER Sample information:
incnes . number . . BREMERTON
size size
2.5 100.0 4 65.7 RED TAN GRVLY SND SM SILT
2 98.1 10 53.9 R-1-b
1.5 95.8
1 92.0 20 42.8
0.75 88.0
0.625 85.6 30 35.4
0.5 80.0 4121 27.1
0.375 76.0
6.25 69.6 50 19.4
GRAIN SIZE 60 17.1
10121 13.8
068 3.16 200 11. 9
038 121.47
018 Tested b~: ML
COEFFICIENTS Date: 10-5-'34
Checked b!:J: DE
C Date: 10-5-94
c
C ASTM C136/Dl148
u
PACIFIC TESTING
LABORATORIES
Certificate No.: 9405.6700
Client: SAFEWAY INC
10# .878.81 M:6.2%
Date: 18-6-94
F i . No. 1
LR No.: 83574
PAGE 4 OF 5
==================================================7.-~==========================
~IN SIZE DISTRIBUTION TES~ ATA Test No.: 8
-----------------------.'--------------------------------------------------------
Date:
Certificate No.:
Client:
10-6-94
9405.6700
SAFEWAY INC
===============================================================================
-------------------------------------------------------------------------------
Sample Data
-------------------------------------------------------------------------------
Location of Sample:
Sample Description:
USCS Class:
AASHTO Class:
BREMERTON
RED TAN GRVLY SND
SP-SM
A-1-b
SM SILT
Liquid limit:
Plasticity index:
NA
NA
-------------------------------------------------------------------------------
Notes
-------------------------------------------------------------------------------
Remarks: ASTM C136/Dl140 ID# .070.01
Tested by, date: ML,10-5-94
Checked by, date: DB,10-5-94
LR No. : 03574
M:6.2%"
Fig. No.:
1
-------------------------------------------------------------------------------
Mechanical Analysis Data
-------------------------------------------------------------------------------
Initial
Dry sample and tare= 27088.49
Tare = 0.00
Dry sample weight = 27088.49
Sample split on 0.75 inch sieve
Split sample data:
Sample and tare = 1885.47 Tare = 0 Sample weight = 1885.47
Cumulative weight retained tare= 0
Tare for cumulative weight retained= 0
Sieve Cumul. Wt. Percent
retained finer
2.5 inches 0.00 100.0
2 inches 519.50 98.1
1. 5 inches 1149.50 95.8
1 inches 2164.50 92.0
0.75 inches 3245.00 88.0
0.625 inches 52.61 85.6
o . 5 inche s 172 . 20 80 . 0
0.375 inches 258.30 76.0
0.25 inches 394.00 69.6
# 4 478.30 65.7
# 10 731.30 53.9
# 20 968.70 42.8
# 30 1127.80 35.4
# 40 1305.20 27.1
# 50 1470.60 19.4
# 60 1518.90 17.1
# 100 1590.10 13.8
# 200 1630.60 11.9
-------------------------------------------------------------------------------
Fractional Components
% + 3 in. = 0 . 0
% FINES = 11.9
% GRAVEL = 34.3
% SAND = 53.8
T"'IOC_ .,C ITC ncn_
.., ., CC T"'ICI"\_
., ITna
=~~='===================~
,q\
~
~ 1,17
\
.-------------------------
~--------------------------
.==========================
MOISTURE-DENSITY TEST DATA
DATA FILE: 109
===============================================================================
Date:
Certificate No.:
Client:
Location 1:
2 :
Remarks 1:
2 :
3 :
Material 1:
description 2:
Elevation or depth:
Fig. No.: 1
LR No. : 03574
PROJECT DATA
10-06-1994
9405.6700
SAFEWAY INC
BREMERTON
ID# .070.02
RED TAN GRAVELLY SAND
SM SILT '
Tested by, date: ML,10-6-94
Checked by, date: JSM,10-6-94
-------------------------------------------------------------------------------
SPECIMEN DATA
USCS classification: SP-SM AASHTO classification: A-1-b
Natural moisture: 6.2 Specific gravity: 2.65
Percent retained on 3/4 in sieve: 12.0
Percent passing No. 200 sieve: 11.9
Liquid limit: NA Plastic limit: Plasticity index: NA
-------------------------------------------------------------------------------
TEST DATA AND RESULTS FOR CURVE 1
Type of test: Modified, ASTM D 1557-91 Method C
145
140
135
130
125
7
ZAV SpG POINT NO. 1 2 3 4
2.65 WM + WS 23.72 24.16 24.30 24.09
WM 13.42 13.42 13.42 13.42
WW+T #1 470.00 491.30 474.90 476.10
WD+T #1 450.70 466.60 447.00 444.10
'TARE #1 103.46 102.09 101.28 100.09
MOIST #1 5.6 6.8 8.1 9.3
9
MOISTURE 5.0
DRY DEN 133.2
11
7.2 8.2
137.0 133.3
6.0
136.9
Max dry den= 137.5 pcf, Opt moisture= 6.6 %
Max dry den= 134.4 pcf, Opt moisture= 7.5 %
Uncorrected Results:
ASTM D 4718 Correction Data:
Bulk Specific Gravity of Oversize Material
Moisture of oversize material = 0.5 %
ASTM D 4718 Correction Applied to Each Point
= 2.65
======================== PACIFIC TESTING LABORATORIES
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'-~_.
REPORT NUMBER DR 0 5 3 3 3
I .........--_..~.,...-
j !'.'~,C!F!C TEST:i':C~ U\30RATORH::5i
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(206) 282-0666' FAX (206) 282-0710
EASTSIDE OIVISIa.l
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TACCJ.1A DIVISIa.l
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LOCATION
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DATE -.1lCT 24 1994
/ S'3~ c: 2Q~~~~AT~5'"67tX1
Dr ~~ OW-A ~
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C'SI
CONTRACTOR
REPORTE
BY
REVIE
BY
PERMIT
NUMBER
PROJECT
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ATTENTION: ~t/htl r;-;L... '>_~
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C;;'t.tl?"IJ St. j;-.t:'~,,~,..~.v N~~~~RORD.
ARCHITECT
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ADDRESS
ENGINEER
"INPLACE DENSITY TEST RESULTS
COMP SPEC P/F
0/0 %
ql. 0 9S"
71.6 7J F
C(1. '1) ;:
~,( 9) F
o rr- ~
91.S' 9{ F
'1 SAMPLE 1.0.
,010
PROCTOR VALUE
J 31-,S((2 t.c,
'2 SAMPLE 1.0.
PROCTOR VALUE
PROCTOR VALUE
WORK CONFORMS YES 0 NO
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Certified Report by
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FIELD CONTACT:
OCT 2 G 1994
DATE
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ATTENTION: ~T~#f!LL ~-Y;;;.#N"S~'/
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BY DATE '
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ARCHITECT .DY~E/'?""A/ ,4t"'......1??1"~
G.f>/~:m (c.-r. GJ?IF,cei", .:T/Z~
C.s/
MAILING
ADDRESS
ENGINEER
LOCATION
CONTRACTOR
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. P.S.1.
CHECKED
silO
~/3SO
7"s SU
~
c/
,#qt~
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION C'T 8::/ /0::;;-
TEMP. & L#~ J ,..., DATE ~ .?.:::, ~L/ MIXING // ;::> P'J. J
WEATHERro , '-LOv1:>Y CAST /-C/-/7 PLANT/f/r.s.4P^~'hV~
C:""'t:!. ~A -~",..c
CEMENT
PROPORTIONS OO"Lbs. o Sacks/Cu. Yd.
(Not Certified by P. T Lab) -50 '::) ~..J
ASTM TEST METHOD NO. C - 3/,3::J
-
~i~~~~THfc 300v f~~:LECKt: Ck/~--
C'SE AGG. FINE AGG.
~ Lbs. IB'! In. Max. ~ Lbs. S" ,;t!}1\{I)
/6'~1 ,%.3_ ~ " 12 2~ >~ .3
..3 ~i' ins. AIR
ADMIX ..3
o Per Sack .D2I Per ~ 25" d,ll!:-~~
TYPE OF CEMENT / YPL T
; SLUMP
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,
%; QUANTITY
8
..113
Cu. Yd.
TRUCK
*,-1 ~
TICKET # 020:;:t(:,
SUPER PLASTICIZED SLUMP
tN/A
,
MIX # KR1"73&0
SAMPLING IN ACCORDANCE WITH .,/ MIX PROPORTIONS VERIFIED .. / DATE SAMPLE It; au
APPLICABLE CODE AND SPEC.? ;~S BY BATCHING SUPERVISION? /YD RECEIVED 7 ~ JO--/ r
POUR LOCATION AND NOTES:'*..("/YC2) cON.J:'n:., ~ ~(ilt:/~~ r RR.A:1R""'I. A1/NA:rR~&:> ~~'n! ~~
:Z;;SPLe7/O'l/ /Ir Si/2:. ~r4/N'hV6- lftlLL 4,"'0/& GRLl) L/N'€ / ;CkO'"7 10 M/?7""# o~
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&~€ ..h . CNI"OR~/"iWt!~ U~ :Z:;~m/L 2"1 /S#6~r .s~ ~r ~7*!oV~2,:) h?tN..., I t1N't'~71:. 8&>"2>
By ;?'M?P ~~K / ~~L 17)A-7Z7') BY /".%...,;ws CJ,c ~.t'#"~d1A"L W-BRA770"';.. k/17l1( ~RbZ.
~~ / ~.3 a#;fN~{/p ~ ~11#4W</J",yvORK CONFORMS YE 00
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Certified Report by ,
Pacific Testing Laboratories
CR 89-2
'11dt/Y~~/ .
I
;t>
NOV 0319~
DATE
f~,~ill-D-T Y WT 1
I U:k:- h j994
'-,
PAQRC TES11NG LABORATO
REPORT NUMBER LR 10 12 3 9
PREVIOUS RPT. NO.C~ /09'/ / (
~ fhfV1.?
EXECUTIVE OFFICES
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EASTSIDE DIVISION
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(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
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14 II.. L<J",,,/<'. C8''''/z',,,Iff S ;:; ;d:g:,:"'-c / S~ec / '4~a 'J7e; NS
as fJeY' S heel S - Lz( ,ot! hI. ~ 7/- 7'"
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ASTM TEST METHOD (AS APPLICABLE)
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NoD
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Certified Report by I. ~J.t~ ~
Pacific Testing Laboratories - ---
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FIELD CONTACT:
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DATE
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DATE
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lEPOAT NUMBER CR
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__)',j i
J
~
-O---'-_--"_-..............li .
~l [~ n ~ ~
i
PACIFIC TESTtNG LABORATO
EXECUTIVE OFFICES
3257 16thAve.W. .Seattte,WA 98119
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(206) 485-4244 . 451.8436 . FAX (206) 485.4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922.9299 . FAX (206) 922.1512
PENINSULA DIVISION
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(206) 698.6650 . FAX (206) 698.6648
3~~dy .
~ {)()/J 1 ",~~:tE a.ne
:(3~I/~1/'tJ~ VJ4
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9<?tJeJ ~
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CAST -~r.T l4_
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LOCATION
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ARCHITECT
ENGINEER a,,~~
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COMPRESSION TEST RESULTS
MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT ULTIMATE STRENGTH CHECKED
TEST LBS. P.S.I.
Zt.3S- 8'"2000 2~90
ZJ'.2<) /O/OCO 3J-70 0/
I 9~sc;;O ?<VrO c-/
0
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION Cr <;f9/~ 7
TEMP. & &~~ DATE 2- "'7 ~-9'1 MIXING 1 ~..'
WEATHER . ;'} #'/ CAST ~ ...J PLANT OQn..5. t::? ".,
ASTM TEST METHOD NO:C 3~ .3 ~ /'/..3 '.
DESIGN C!)' SAM~ *' ~ & ,n?
STRENGTH fc ~I C>I'JC> TYP ~ "" '.ff?/'I .x, '"
C'SE AGG. FINE AGG. ADMIX
o Lbs. 0 In. Max. 0 Lbs. 0 Per Sack 0 Per
U)~/9h1sCl~kel
~ ;"
CEMENT
PROPORTIONS 0 Lbs. 0 Sacks/Cu. Yd.
(Not Certified by P. T. Lab) A J CJ . ~ 1C It
TYPE OF CEMENT
; SLUMP
ins. AIR
%; QUANTITY
<:f
Cu. Yd.
-t~P
SAMPLING IN ACCORDANCE WITH ,./. MIX PROPORTIONS VERIFIED - ,;; DATE SAMPLE 9 z-y
APPLICABLE CODE AND SPEC.? . T ~S BY BATCHING SUPERVISION? .-1-'l'" #- . ,RECEIVED -
POUR LOCATION AND NOTES; /~'1:5;tJec.to/-7 4p1j/1/Vec! d>r} ".o,l4~ecr S'/J:;; fir" q S~-
edu( eo! C(!:J;1C/"~~ {'//t"1c.e~?7enr .L~;?e SlaP? C("J;K:fl€T.,p -';:;/!..l~k
Clt/lY'Juec4 at 7:~-:~- /';//n. S~/. e!; .0 t!!:L/u~y1Y Tir.,/~l!!T h~~ L/tffJ .
b/llCl; ~}~/9'Q.1S# L.~~~7/~}?.. S/:dt?wdlks J./;1e.5 e, ~ ~ ~ .~
f9. L J:U'r!' .A}~f"J16 1'1 *'1""" ecf. 5/dl?0~ 1/<'5 A/#t' ~ ?J,qsr 5/d'l!?
~jJ ~~(J/ec-t / I
, I
TRUCK
qS-
TICKET #
7~/y'-:2CJ3
SUPER PLASTICIZED SLUMP
MIX #
WORK CONFORMS YES ~ NO D
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::~~~~:;~r~r::i:'.OO ~,"" ~f · ....." .~...". '"",.."'~oo ","re~" Okl 26.
CR 89-2
/
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u
JIFIC TESTING LABORATORIES
REPORT NUMBER LR 10 16 8 8
PREVIOUS RPT. NO. 10) 6:3i.
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eek Parkway N. #101 . Bothell, WA 98011
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DATE q -z..Z...-q Lf
PROJECT
ENGINEER
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ARCHITECT
LOCATION
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o
ASTM TEST METHOD (AS APPLICABLE)
{"
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of Pacific Testing Laboratories. is prohibited:
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PaCi~~~~:~~~r~~ries ~ ~~- ~ >>
FIELD CONTACT: DATE _
/
SEP 22 1994
DATE
LR 89-2
......-.;
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.'.. "..._.~ 1 n 1.,
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If ,. Ii
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._-~~
PACIFIC TESTiNG LABORATO'
REPORT NUMBER LRN tAD 16 8 9
PREVIOUS RPT. NO. _ h.
Litle)
ITrJ{
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n 8
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EXECUTIVE OFFICES
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(206) 282.0666. FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek ParkwayN. #101. Bothell. WA 98011
(206) 485-4244 . 451.8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highwa,' E. . Tacoma, WA 98424
(206) 922-9299' FAX (206) 922-1512
ATTENTION:
SA~\JJA~
IC)~ \L-L(~A\jk"-JE ~2.6L
b\::.l (:E\)(.AE \!vA ~?5cf(254
f'-A-. rf C:\-lU-L. 02>t{~So r0
rs R. F- l-AU- ,C) W ~~N-(
REPORTED
BY
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BY
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NUMBER
PENINSULA DIVISION
10726Silverdale yN.W. #105. Silverdale, WA 98383
(206) 8.6650' FAX (206) 698-6648
DATE C1 - 21Jf -Gf L{
SEP 0 I 1~
DATE (,; .
~~~~~~ATEq405 -67-00
f) y 1< t f'-".- A N
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LOCATION q~ C'JAU,~ ~~~~~'RORD CONTRACTOR C SI-
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S\r ~L~~ ?Ro~\ Pr.-A~.J F\~so SPL.c..\~\Gp..\\c-J~
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ADDRESS
ARCHITECT
PROJECT
ENGINEER
* ).jorL-', \-\AO \~AIT '7 \-tRS, ~c:::e Co~f'L~\\~k)
B( 11\0\---' PU~G-\.-t\NS-.
OF-
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) \.JA
WORK CONFORMS YES
ASTM TEST METHOD (AS APPLICABLE)
~
"This report is provided fo, the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited:
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
inspection, approvai or acceptance of other ssociated work or a warranty of design or workability of the specification requirements."
~A~
.::;::. ,
9f1~
SEP 2 2 19~
Certified Report by, ~lJ
Pacific Testing Lab ries
FIELD CONTACT: . /d,
DATE
DATE
LR 89-2
~ ill n u ~
l~~ C
':lEPORT NUMBER CR
109114
~ 0/
PREVIOUS RPT. NO.
~"
ABORATORIES
EASTSIDE DIVISION
3257 16th Ave. W.' Seattle. WA 98119 11824 North Creek Parkway N. #101, Bothell. WA 98011
(206) 282-0666. FAX (206) 282-0710 (206) 485-4244' 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105. Silverdale. WA 98383
(206) 698-6650 . FAX (206)698-6648
PROJECT
~~4-:Ja'l (141"51; Oe,dT:
IJ CJd 6 /~ <j!:!! /'t3u't? ~w$E. #" ~CJ /
13re...II~\/~e ~CL-I 9~C'CJv
ATTENTION: In;~j,d/ t-hhnSnM
Sol?-e~C(. y'
8~e.~rt:i!~to~! ~~~~~'RO~.1~~
~~~i~ trltevI1Cht'!3{l g~1~ 1/19/9i
REVIEWED . <:.)_., ;( . :..ra I
BY DATE --1_ ;;-u ==r1..-
PERMIT ~ _ CERTIFI~ "'-'~ ~ ./ -, .....~ ;::)
NUMBER" NUMBER7~ . c.&1- / ~'c....,.t
ARCHITECT LJ~ 0
ENGINEER @~;~~
CONTRACTOR C S ,-:>
MAILING
ADDRESS
LOCATION
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. P.S.1.
CHECKED
Z )/, "j z...
ZJ-.ZJ
I
Y~FC/()
~/ JCJ
S-C/9s
0/;-0
~
~
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TEST EQUIPMENT ID NO'S. AND DESCRIPTION C r lr'1/ (!) '7
TEMP & ,; UD . _ _ _~TE Q_/~ G.d MIXING~. / .II ,//
WEATHER ca I ~?I/l!!~ CAST F ~ - -/ T PLANT r'~ /1';//
CEM~ C'SE AGG. rr FINE AGG. ~
PROPORTIONS ~s. o Sacks/Cu. Yd.. OLbs. Din. Max. o Lbs. .~nd-
(Not Certified by P T. Lab)
ASTM TEST METHOD NO. C 3t; 3 ~ 1"13
DESIGN~ SAM~ <:::
STRENGTH fc . (J C 0 TYP ...". ~ , -<
TYPE OF CEMENT
~/-o/
.:r
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o Per Sack o Per "v/~ ~ .II'
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ins. AIR
.;V/#
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MIX # K~;n 38"0 G.:S K .
TRUCK
8"d
TICKET #
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
~/~3(:.
y~~
SUPER PLASTICIZED SLUMP
POUR LOCATION AND NOTES: ~ ~ 'd'
d~/>Il d Cn"'~;o'eJ;, Jhc e~~H 1: c,,,#t2C~" L?kcl!?c/ L!2 (If!?~/,OX. /c:Jd vbp'4
, ,'/
t!>f I<~m ,'3 ~CJ /#/~ .. C~dcpe7~ W45' ,d/oC~C'/ bY' /?/Pr~ 7/4~/</ ,,/~
Ct:Jn.5~/I~-:*/ ~y l//bP,!:"/l/~h. /I.s":::;V?~/~~n uJt!?S dbh/~ ~/ &'-.7
kA~ I .A.J~J'1~ ~f};I (1A,)1of? /0 ; a~ cQ~T;lt!:I/~" /(~kU~l'n9 ~Jd// 4~Mjs
~5r:!:; , f?/'I,pl"';; (JtPACPt!'~ dhc.e#*U!?H T a/I /e'/~..thP'C.lrl7 .y~f!!!/ ~s
.* r c ~
r WORK CONFORMS YES NO 0
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope
inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements."
Certified Report by
Pacific Testing Laboratories
CR 89.2
,M~
. OCT 2 3 1994
DATE
ill U ~ ~ ~ rn ~EPORT NUMBER CR 109113
I~
. 1994 OCT '-- i PREVIOUS RPT. N~~~ / I SI'
IJVI i 1..,: ; ~..
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle, WA 98119
(206) 282.0600 . FAX (206) 282.0710
EASTSIDE DIVISION
11824 North Creek Parkway N. #101 . Bothell, WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206)922-9299' FAX (206) 922-1512
LABORATORIES
PENI
10726 SilverdaleWay N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
SQf?e 'fA I 0;JH.<;.T: O-e~7:
l.)tfJt!Jo 1~4{~/(.h5:-.t #~~/
A~//~I/ue ~.9f?t!>a~
ATTENTION: /11//Chr!!!// J4"".5~.n
~f'.e tV Q 'T.
13J'1eAf ~ P"f to rl ~~~~~'RO~~. '?.:< "/6-9
REP R
BY
:~~(J c..
~~~~IJR L..J .3~?
/J
ENGINEER ~;fJI.Je >"
CONTRACTOR ~~~~
,~pDATE ~
-e:"Q'o.- CAST (JeT Z u 'Bt't
DATE
~5~~~~a~~ ~ 7 Q:)
MAILING
ADDRESS
ARCHITECT
LOCATION
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SO. IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. PS.1.
CHECKED
I
/07,rGO
/;//oOD
-rr'sUO
79.5-
L/9J5-
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CttL-
Z Y. J 2-
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cT 8'9/c/7
g~l~ 9-/9-9</ ~tAI~~vpd t';I;l/
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o Lbs. 0 In. Max.
ASTM TEST METHOD NO. C 3 (,. 3 t I Y ..s
DESIGN SAMP~. ~~ t:. J..
STRENGTH f"~ 0 (? 0 TYPE Y. ~ Xl J-
TEST EQUIPMENT ID NO'S. AND DESCRIPTION
t:J
~E~iH&E~ ~ Ci ~~ p?
CEM~
PROPORTIONS ~s. 0 Sacks/Cu. Yd.
(Not Certified by P. T. Lab) 0 L ~
TYPE OF CEMENT
~
~ ~</~
'2 y,.,
; SLUMP .;,,;L........,
FINE AGG. d
DLb~~
3,1 /01
ADMIX
o Per Sack 0 Per
4~#
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A//AZ
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~/;9-
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.
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TRUCK
r'C>
TICKET #
CJ/?</O
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MIX #
K~m :5 YO
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
Y~5
POUR LOCATION AND NOTES: . n e
~~t/? t!J-fl # ~ /;'...., ~4' .I. /~~
,d~~ r?d?l!!r7 f
f
MIX PROPORTIONS VERIFIED
BY BATCHING SUPERVISION?
.-
/ /Y1. ~
/ 7; ~~~~tP5:e;?T7h/_~ ~vS
"
WORK CONFORMS YES ~. 0
'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited:
"This certification attests to the accuracy of the resulls obtained from the actual test performed and/or observations made within the defined scope
inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements:'
Certified Report by
Pacific Testing Laboratories
CR89-2
DATE
. OCT 23 199L-
MAILING
ADDRESS
- ":_--'f1@nll. : ~~_ " . REPORT NUMBER LR 101201
U. PREVIOUS RPT. NO. L,((Ot:1~ <( ~
~ ~ J oz -Lz. /1-;- 5'
~CIFIC TESTING LABORATORIES _ ~
(I VIr=>
EXECUTIVE OFFICES EASTSIOE DIVISION TACOMA DIVISION PENINSULA DIVISION
3257 16th Ave. W.' Seattle, WA 98119 11824 North Creek Parkway N. #101, Bothell, WA 98011 2402 Pacific Highway'E. . Tacoma. WA 98424 10726 SllverdaleWay N W #105, Sllverdale, WA 98383
(206) 282-0666 . FAX (206) 282-0710 (206) 485-4244 . 451-8436 . FAX (206) 485-4611 (206) 922-9299. FAX (206) 922-1512 (206) 698-6650 . FAX (206) 698-6648
REPOi\:9;i~ -- i -- i ~,- 9~"/'
BY _, DATE _ .
~~VIEW~ C~TE Dee..,
~E~~~R /.,-32 C ~~~~~~ATq.t(t'?G 7 t'O
ARCHITECT py<~t"? """~
ENGINEER (1..rL ~
~..r~~14 y r A./C, C).vff . 'Z)~;t?t:"
/C7(7cJ /;t VS:. A vC p~. # z..c;r
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ATTENTION:...-4/ ht~c/ ~ ~~
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PURCH, ORD.
NUMBER
q"3 ~ t'Ii-~ c,,~
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LOCATION
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ASTM TEST METHOD (AS APPLICABLE)
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
WORK CONFORMS YES 0 ~
"This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means. except in full, without the written permission
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the results obtained from the actual test performed andlor observations made within the defined scope of the work. Certification shall not be construed to represent
inspection, approval or acceptance of other associated work or a warranty of desi9n or workability of the specification requirements."
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
~~~
~
of
DATE SEP 2 8 199~
LR 89-2
.'c-~ .....~..<:.,~M~..,.,..,.~..~
IiI: r L .~~;-i ~l:!
uvuL _ J~I CIFIC
PACIFIC TESTING LABORATOfUE~
(~..-
(
/"~
I,
REPORT NUMBER LR 1 0 DO 8 7
PREVIOUS RPT. NO, L;( loc>o 0 (
.3 I-/- ~....)
/ TI<..''r'>-~
EXECUTIVE OFFICES
3257 16th Ave, W. . Seattle, WA 98119
(206) 282-0666. FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek ParkwayN. #101. 80th ell , WA 98011
(206) 485-4244.451-8436. FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULADIVISION
10726 SilverdaleWay N.W, #105. Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
~ f e... WA y 'I.AJ<....
/COO /c1rts:.AtI~
8e{h1L(~ t.;JA. '1-600<-(
ATTENTION: .J1 f T c.fA..e (( -S;l-..ft.- ~..0
~,<..t:<1A- t.AIL TO.J.J 5..,{ C w" y
? C) /' A-LLP c.V PURCH, ORD.
./0 t j , NUMBER
~..u~-r-. D~T
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LOCATION
f-/6-?~
DATE q - l~ - '} L{
5"3J. b ~~~~~~ATE7'f"?C700
D 'I f<~ u"A "'"
G-/4 a e.. S
CONTRACTOR Lsr
MAILING
ADDRESS
ARCHITECT
ENGINEER
ASTM TEST METHOD (AS APPLICABLE)
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
WORK CONFORMS YES 0 NO
"This report is provided for the information of the client only. The reproduction of this report. by any method. and its transmittal to a third party. by any means. except in full. without the written permission
of Pacific Testing Laboratories, is prohibited:
"This certification attests to the accuracy oflhe results obtained from the actuai test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
inspection, approvaJ or acceptance of other associated work or a warranty of design or workability of the specification requirements."
~(~~~~
FIELD CONTACT:
DATE
(~
SEP 22 1994
Certified Report by
Pacific Testing Laboratories
DATE
LA 89-2
~ ~ n \L lli ill .~
~i' 0Cp 2' 1994
.\ jL
w-
I.
'W~;,,,,~ TESTING LABORATORl
I vll''-''
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle. WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIOE DIVISION
11824 North Creek Parkway N. #101 . Bothell. WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922.9299 . FAX (206) 922-1512
I ~;
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105, Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
REP("\RT~D l
BY t:e::J
REVIEWED
BY
PERMIT
NUMBER
D
~~~k~~s /00 () I~ "'/ - A vi:. '? -#,1~1
8JI ~'t11{ 'ti tjf 'I ~oc>1
ATTENTION: t. (,. t.. -e. -.)~ k s..<) .U
PROJECT ~t--...!.-.f.-o-... '$..cv{~:.va?:.
PURCH.O D.
LOCATION NUMBER
ARCHITECT
ENGINEER
CONTRACTOR
ASTM TEST METHOD (AS APPLICABLE)
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
WORK CONFORMS Y
o
"This report is provided fur the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited:
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to r.present
inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements:'
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
DATE
DATE~
fffi~~--' -~ -on -l rn - -"rll'l II
i -~ I U '
1~14004
~
'~.'-'-~"";;'''''~ --- --~ '"""""
.~.
FIe TESTING LABORATORIES
REPORTNUMBE~~~~~~
PREVIOUS RPT. N
i S' H-. .' '.
EXECUTIVE OFFICES
3257 16th Ave. W.. Seattle, WA 98119
(206) 282-0660 . FAX (206) 282-0710
EASTSIOE DIVISION
11824 North Creek Parkway N. #101 . Bothell, WA 98011
(206) 485-4244.451-8436. FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highwa~ E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
I
PENINSULA DIVISION
10726SilverdaleWayN.W. #105. Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698.6648
',,,,",,~.-,.=
:. . --'::2nl'!G LASO
y r~ t:</AY
~tt~~~S ~~~O /,1.<("I-/... rlvcr NE ~:t~ ~(
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ATTENTION: .M ( 7 t!. L "C.. (( J"C'-C"", -$ ",.J
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q~~ CAL {" ." 0 ~~~~~RORD.
PROJECT
0._ /' _ ?
DATE { b
DATE ?... 7 - 11
~~~~I~R /S-3;2' ~5~~~~AT~1"~~ C?~C>
ARCHITECT DYKL /14-"J
ENGINEER G~ gf€.. 5
c-:r"L
0Jd'-uj ~~-cJ -..M:> ~~
LOCATION
CONTRACTOR
z<- ~~
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
~#-
WORK CONFORMS YE.W I~U 0
ASTM TEST METHOD (AS APPLICABLE)
"This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the wrillen permission
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be oonstrued to represent
inspection, approvaJ or acceptance of other associated work or a warranty of design or workability of the specification requirements."
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
DATE
DATE SEP 13 199~
I QgQ_?
41 U ~
m
REPORT NUMBER CR 109078
PREVIOUS RPT. No.t-..R I tJ() 07 q
s-i,O - 8;~
LABORATORIES
l\
o
II,
OCT
i
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
1 0726 Silverdale Way N.W. #105, Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
ENGINEER
DATE
~5~~~~ATWt'~-: ~? 00
PY~AN
(;fi.-t rr/t '5
wE
-tCr -It 1!IlH
MAILING
ADDRESS
$Arc wA-Y
/000 / ~ '1-1tc AI/IE N e:
.
J?) Ii- t.,LA./ utE.. W A- Cf 3 0 0 <f
ATTENTION: hi rcJt/U...-'- ~ ##5"0 ~
l5,ec-m6e~/I s .A;:;~~
93 f? CAt....L.d IV
Jurr/S ~/
ARCHITECT
LOCATION
PURCH.ORD.
NUMBER
CONTRACTOR
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. PS.1.
CHECKED
330
~o
~
o
C,.
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c/
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION C r 8'110 '7
~E~iH&ER ~ ~ ~:.1& ~.4-<, g~~~ 9-). ~ 9'1
ASTM TEST METHOD NO. C - 3 / J c." 3 r
,
MIXING J/ j ,A <D - d M DESIGN --::z SAMPLE d
PLANT /vaAr ~~T/'//X STRENGTH Ic <:l~t)OTYPE C<J1-fC- CT~$'
/C}/o
FINE AGG.
oa- Lbs.
/11R
ADMIX
o Per Sack IX! Per jjt;(j)
/S.:;t: P18eR..
CEMENT
PROPORTIONS !:8l Lbs. 0 Sacks/Cu. Yd.
(Not Certified by P T. Lab) ,/81
C'SE AGG__?t
JZl Lbs. J:25I:'in': Max.
TYPE OF CEMENT
::rC
: SLUMP
't~
ins. AIR
NA-
%: QUANTITY
/0 ~.p ,,)..0
Cu. Yd.
/7
TICKET #
Ol$/~
MIX #
I<R.IV\ 300
TRUCK
SUPER PLASTICIZED SLUMP N ~
SAMPLING IN ACCORDANCE WITH '//_-5 MIX PROPORTIONS VERIFIED IYO DATE SAMPLE 9-.... - Q,,<.,
APPLICABLE CODE AND SPEC.? U::'- BY BATCHING SUPERVISION? RECEIVED...F .. 7'
POUR LOCATION AND NOTES: CO/l/~r~ Pt-/Jc;6j) (//A ~t(p?!"p t!JN srEEL tVl.el..Z,/'JN/NE:..
UJMf'~.sS(J1/( ./CCJt:Jmf GI2/J) L./N.e.s 1.7 ro 3, '7] ,cS- 1-0
DlEc,j< AI
6.
/
WORK CONFORMS YES.EJ NO 0
'This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing labOratories. is prohibited."
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
inspection. approval or acceptance of other associated work or a warranty of design or workability of the specification requirements,"
Certified Report by
Pacific Testing Laboratories
CR89-2
fMt~
I
--
-
/0
DATE~
,
l
" \\. m
"
I
REPORT NUMBER LR 10 0079
PREVIOUS RPT. NO. Lf!. 100 61 ~
2- 11"'5 ~
/ ~/~~
PENINSULA DIVISION
10726SilverdaleWayNW #105, Silverdale, WA 98383
(206) 698-6650 . F (206) 698-6648
#Df1C 'fES1lNG
I
IVE OFFICES EASTSIDE DIVISION
/W" Seartte. WA 96119 11624 North Creek Parkway N, #101, Bothell, WA 96011
o'1.'j1fi6 . FAX (206) 262-0710 (206) 465-4244 . 451-6436 . FAX (206) 465-4611
,'1.q
I
i
/
G
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I
I
I
i
TACOMA DIVISION
2402 Pacific Highway E, . Tacoma, WA 96424
(206) 922-9299 . FAX (206) 922-1512
$- 9-/-'1
DATE 9'" "'J..... 91
/ ~- j 2- C CERTIFICATE 9 YO? ({ '7"'d
../ NUMBER ,'"
ARCHITECT 7) Y k ~.v
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CONTRACTOR t:! f /
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ASTM TEST METHOD (AS APPLICABLE)
any method, and its transmittal to a third party, by any means, except in full, without the written permission
d and/or observations made within the defined scope of the work. Certification shall not be construed to represent
kability of the specification requirements:
FIELD CONTACT:
DATE
SEP 0 ~ 1994
DATE
,,~ . u, ~
~ III 0 Il
') ." o \994
SEP L SEP j
MCIfICTESTING LABORATOR
<EPORT NUMBER CR
t'AEVIOUS APT. N
109060
7
LABORATORIES
;
EXECUTIVE OFFICES
3257 16thAve. W.' Seattle, WA 96119
(206) 262-0666 . FAX (206) 262-0710
EASTSIDE DIVISION
11624 North Creek Parkway N. #101 . Bothell, WA 96011
(206) 465-4244 . 451-6436 . FAX (206) 465-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 96424
(206) 922-9299. FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105' Silverdale, WA 98383
(206) 696-6650 . FAX (206) 696-6646
PROJECT
..~~&~y
,11
I,; tJ CJtJ I;l. ~- <::? V'r!! L/,!, :#,.;< c:f /
73e//.e'/Ue we; 'l ~OO '7
ATTENTION: 111;12';,// J"'h;1S 0//1
8/"e~e/?k:.,H . ~)4'.aWU y
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REPO ED
BY
REVIEWED
BY
PERMIT I
NUMBER
DATE '5l /..;:? ..~/ 9 ~_.
CAST ~
DATE
23~~~~~['S-: ~.7CJO
DC/f6.,~ar7
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(9./'1 ~ )
CST
MAILING
ADDRESS
ARCHITECT
ENGINEER
LOCATION
CONTRACTOR
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. PS.1.
CHECKED
28'105- ~
3(, ~S-
37~o
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7
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APPLICABLE CODE AND SPEC.? ~ BY BATCHING SUPERVISION? ~ /L::. RECEIVED Q.:. ~ f-
;A~.a77t::/H;J ~..fl L)1&c;.~/?~/ LJ~c.'I!!"'~~r? r- L/A./~_~
L I - 1 /
C~t:J1'5"S I~..s 3 ~ ~ SFc<h
POUR LOCATION AND NOTES:
14 t:7;tel .<3
WORK CONFORMS YES fjt NO 0
"This report is provided for the information of the client only. The reprOduction of this report, by any methOd, and Its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited."
"ThiS cermication attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements."
Certified Report by
Pacific Testing Laboratories
CR 89-2
~-~~
A9-
SEP 2 8 1991
DATE
~~\
~J
u
l\.
ffi fAn rs.;
L-u ( '" l!; ~
,-. '
SEP 3 0 1994
ill
.-2t991
,,,~
,.l- .. _ 1M LABORATORl
~
EXECUTIVE OFFICES
3257 16thAve.W. .Seattle,WA 98119
(206) 282.0666 . FAX (206) 282.0710
EASTSIDE DIVISION
11824 North Creek ParkwayN. #101' 8othell, WA 98011
(206)485.4244.451.8436. FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922.9299' FAX (206) 922-1512
..,.- ..
PENINSULA DIVISION
10726 Silverdale Way N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
'')4-feany
~600 l:?o/Z!lQd~. .().~ -;p!? ;2~/
13~/kvu.e (,da, 9<?t!JO'q
ATTENTION: htilc4e// JQhnSt'JP7
~1nt!!!!,;?~V1 S'a~WQ7
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~1~ _~
BY DATE
PERMIT /_ < rt"./ CERTIFIC&IL - /' .,
NUMBER ~ \J dl CI NUMBER I ".(tN'-) '" ~ .r~;a
ARCHITECT Dy/<e;nc:;n
ENGINEER &/1 /~ c!'S
CONTRACTOR L sI
MAILING
ADDRESS
LOCATION
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. P.S.1.
~
2 ~. 9'0
02~.~"
.)8.3::'
?2CtOO
DO
'ODD
CHECKED
1< Ie J?7
ASTM TEST METHOD NO.C 3 ';; <3</./ I V.3
DESIGN SAMPLE ,;;~
STRENGTHfC~~O TYPE Cp elf<
TEST EQUIPMENT ID NO'S. AND DESCRIPTION ~ T 71tJ
~E~iH&ER 7/.ot1t/~j'fC4,5tg~1~ ~/;2:r9r ~~;I~~
CEMENT C'SE AGG. 7/0-
PROPORTIONS 0 Lbs. 0 Sacks/Cu. Yd. 0 Lbs. 0 In. Max.
(Not Certified by P. T Lab)
TYPE OF CEMENT
~7~
::r
IJq/~
FINE AGG. /
o Lbs. ~,.,e::f
1. ~ /C:,
"
ADMIX
o Per Sack
s-/~
..A/ //1'
..u / #-
SAMPLING IN ACCORDANCE WITH , ./.: MIX PROPORTIONS VERIFIED - /,~-
APPLICABLE CODE AND SPEC.? )' -e S BY BATCHING SUPERVISION? ~ ~
POURLOCATIONANDNOTES:C(r'Y'iu~4 f!);1 fj,~ Dl'ge.c.f s~'k ...r;:b~.&...
CPl!!~ .ski" IIt"JloceH?eHf: :3 t~ 10' L t'Jca ii on. J.//tX.s
r /
.(,3 41'1(1 ;4. s I at:,
ins. AIR
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TRUCK
K-;2./J
(!:) t.31, 3
SUPER PLASTICIZED SLUMP
TICKET #
DPerfJ,'bei"'mest, l.,t,- Lt:, 'PYI)"d
A/#- ~/fL
%; QUANTITY
/0
Cu. Yd.
MIX #
kJttI7l 300
DATE SAMPLE r c. ~- 9 ~ -
RECEIVED
'C j.H!?dt://~c/ rrv2-
j I 7 r;, ,,=f I"J f L IKkS
.
WORK CONFORMS YES ~ NO 0
~
"This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements."
Certified Report by
Pacific Testing Laboratories
CR89-2
~.dJ~.
?'
DATE~
~~--
I
~---'=~
;~ ~ u ~ ~- ~ lWl
/IP] I "'ll'
1'1 I.. ;;:1'1
'1,1, JG j I 1994 l ~
:::11/ i e
SSl1NG LABOAAf
1
, REPORT NUMBER LR 10 0615
I
: PREVIOUS RPT. NO.Gl... \cf-i'~
~~
}~
I
.CUT!'J!: OFFICES
---ie. W. . Seattle, WA 98119
~66 . FAX (206) 282-0710
I
EASTSIDE DIVISION
11824 North Creek Parkway N. #101 . 8othell, WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206)922-9299. FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W, #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
i
3S
i
5A;~ ~'--? -:r:;.::,G.
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REVIEWED AUG C) 0 -IOOL
BY DATE .} ~
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ARCHITECT ~y K'5"",,~
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1;Jt::.<...K)<::; ~~R. l7> -:z::;;-usPEc:::rr:v,u LD~ t.TI"l L ~OA.U::.
TM TEST METHOD (AS APPLICABLE) ~~ -z:iU,,$~\ _
UIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) to) A.. WORK CON;ORMS YES ~O 0
i report is provided for the information of the client only, The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the wliUen permission
icific Testing Laboratories. is prohibited."
LD CONTACT:
DATE
o. "o~. 'O."~i:~Z'~"---
DATE -2,-)' 7'/
I certification attests to the accuracy of the results obtai d from the actual test per de within the defined
lCtion, approval or acceptance of other associated wo or: warranty of or workability of the specification reqUiremeny
. Certified Report by ~
::ific Testing Laboratories
,I'lM_?
-
,
REPORT NUMBER CR 10 9 0 6 2
PREVIOUS RPT. NO.(~ /CJ9t:J;:;"3-
~ ill' ~ m:---- .
~
_221994
ABORATORIES
(206) 282-0666 . FAX (206) 282-0710
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 silverdaleWay N.W. #105' silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
LOCATION
:::~9~
PERMIT ~..:.. -?..., /'_ CERTIFIC~ , - /' ~/'10
NUMBER p.J v~ 'y'G' NUMBER7~tAS _ C4 ./V
ARCHITECT JJy~e~4&;-?
ENGINEER Gr/J2I!e oS
;""> S r-'
CONTRACTOR "'-- -
REPORTED (}J ~. It t
BY 'of -ec
~~VIEWED .0 ' ~
PROJECT
g~t~4..~t
/.; 0190 I.::<~:E- C;U~. AlL ~ _ 1# .:2.t:J/
~//e(/ue.. We?... 9'&"CJCJr
ATTENTION: /J1/k'a~ ~J()~~ -Z
&~~/l&H' '~hcd~ y
938" Cc:;//otU
PURCH.ORD.
NUMBER
MAILING
ADDRESS
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. P.S.1.
CHECKED
9" /cJCO
00
.7J74.r-
0/'/ jYC/
~
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TEST EQUIPMENT 10 NO'S. AND DESCRIPTION C r 7/0
TEMP. & /,/17 ,.....DATE ~~-'\ h MIXING
WEATHER ~ t::)uerCtf5! CAST v 7-/.;y 7 'T PLANT
CEMJ*f C'SE AGG. 7/ 'Y
PROPORTIONS t:h.bS. 0 Sacks/Cu. Yd. ~. 0 In. Max.
(Not Certified by P. T. Lab)
7'7~-
It( R h1
ASTM TEST METHOD NOe '30 3 <7j /11' J
DESIGN 2. SAMPLE CO X .ti...
STRENGTH fc ) ('J t!J8 TYPE /
TYPE OF CEMENT
77T
I) 7/0
.........~..,
; SLUMP ~ ~
FINE AGG.. tt/
o Lbs. ~H.:
I-J ~2 2.
ins. AIR A'~#
./4#
SAMPLING IN ACCORDANCE WITH \ / ~ ""t MIX PROPORTIONS VERIFIED _ ,A / /.;'" DATE SAMPLE b IT ~u
APPLICABLE CODE AND SPEC.? r-..... ~ BY BATCHING SUPERVISION? ?V ~ . RECEIVED <9 - ..2..: ' 7
c;';:T;;;;::ES~'Z~~h:~r:: f.~7L:";:~ rf-: ;t;:::-;:;/
Y'/J.Y/~4k/y O-t'J y6~ otJ 1<H2~ ,,"'3ao, 3.1 ClOd ~ST ?.//Th
..fl.be~m~cSh ('!~n<:;4~~ /n/X. 4'; 8e2~~/e u./o5 CJ674/~~e,/
a-T J,f/ves q r~-; C.r~sS L//vElS Fd. 13 r;; j4'f!!!~re,~L:!:~7'-
ne:s ~ y~ ,4/ace;n t!?nT S/~B?7~ ,-<./~5 .o....,.~ ~ -r ,~q~L
WORK CONFORMS YES IJ. NO 0
%; QUANTITY
Cu. Yd.
TRUCK ,<~ /1 TICKET# (j//9/
SUPER PLASTICIZED SLUMP
MIX #
K /It m ~~ Ot:::)
"This report is provided for the information of the client only. The reproduction of this report, by any method. and its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing laboratories, is prohibited:
"This certification attests to the accuracy of the resuits obtaine pe of the work. Certification shall not be construed to represent
inspection, approvai or acceptance of other associated work r
Certified Report by
Pacific Testing Laboratories
CR89-2
~,~--
DATE
e-€-9V
I
~~
109055
/CJ 7'o':;-Y
/
LABORATORIES
~'
EASTSIDE DIVISION
11824 North Creek ParkwayN. #101, Bothell, WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299' FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay NW #105. Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
<)/./fi:!' aj ~ ../
~ .n,
/ (JC?C? l;?q,;.:;4. a//~.. /1h? #~L)/
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73A'F'/;;?~/47;;/~ .C:;~Wq./
. ~
9?g-C~~ ~~~~~.RORD,
DATE
CAST
S--;///9~
SEp 13 19M
. .'
MAILING
ADDRESS
LOCATION
DATE
/5' 3~ 9 ~5~~~~~.yOb-: (;, 700
ARCHITECT l)vke~~c?,t'/
.. 1/1f)
ENGINEER G~ I~ S
CONTRACTOR C <5 r=
PROJECT
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ, IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. PS,I,
CHECKED
/
~
~
~
2~ .y:
ZY.7J
TEST EQUIPMENT ID NO'S, AND DESCRIPTION C i- 7/ ~
0~~~H&ER t::,(J''' Ckd~~ g~1~ ??/ /y~ ~~I~~ K R):??
CEMENT C'SE AGG. 7/r
PROPORTIONS 0 Lbs. 0 Sacks/Cu. Yd. 0 Lbs. 0 In, Max,
(Not Certified by P T. Lab) 'I 7,-'5
ASTM TEST METHOD NO. C. 3 ~ 3 ~ / V 3
DESIGN r? SAMPLE C;; /-7
STRENGTH fc . r>Ot"J TYPE )( r -"-
,/
FINE AGG. I
o Lbs. 54/t.-::
ADMIX
o Per Sack
~ !?sl'l-)/ ..<>~() CJz/h yc/
+>lJ6?4J-?Jj!?~~ /,.5.l. h /A. w/
:>?'"
k;f!t7
%; QUANTITY
Cu. Yd.
o Qo6 I;
S 3/:7'
7"'1 y
TYPE OF CEMENT ~ 1//
.
; SLUMP
ins. AIR
~H-
-if#-
~Az-
I=' <C./ //
MIX #
~cJO
TRUC~ ;2
TICKET # C> I I' co(/?
SUPER PLASTICIZED SLUMP
SAMPLING IN ACCORDANCE WITH JA.--?S
APPLICABLE CODE AND SPEC.? =
POUR LOCATION AND NOTES: ;'!I'/L;~~
r....,P7e-~~A- .5/c;h,
MIX PROPORTIONS VERIFIED
BY BATCHING SUPERVISION?
,/
.2 .r;, ~ L /A'/~ r;. ?;,
DATE SAMPLE 0-
RECEIVED C1 - I z- -." <;'
/=:;-~ <' /.f? /.?';?....... s h
WORK CONFORMS YES IjI NO 0
"This report is provided for the information of the client only. The reproduction of this report. by any method. and its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited:
"This certification attests to the accuracy of the results obtained from the actual test performed andlor observations made within the defined scepe of the work. Certification shall not be construed to represent
inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements."
>>..~..
Certified Report by
Pacific Testing Laboratories
CR89-2
;0
DATE~
REPORT NUMBER CR
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726SilverdaleWayN.W. #105. Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
Sq.fe?t.lo ./
f;t)tJ 0 I j o/'I!! a/tie tV, ~. #" ;?~ /
8e //,c.2 1/ f.." ~ ~q/ 9' ?CJc:Y c/
ATTENTION: 1?1/Tche// Jdh/J'<;~'>-?
o ~e'~~,r? h /.?'" S'qf?'C"C-dQ Y
.
1frCd//h~/
DATE
CAST
?//~7'"
~ 1-.
MAILING
ADDRESS
ENGINEER
DATE~
~5~~~~~~:6-:- ~ 7.?'O
tJykeH:?Q/-?
ar/~eS'
C S'E
ARCHITECT
LOCATION
PURCH.ORD.
NUMBER
CONTRACTOR
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. PS.1.
CHECKED
2 ? <I r
"2P.3 r
I
6:$sz,O
?~O?o
700G0
2 Z-30
29t;.o
Z~X/
t:-;L
~
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TYPE OF CEMENT
JZt:
/ CJo 7
0/
_-:>~
FINE AGG. /
o Lbs. Sa neo
IJ ~ /5-
ASTM TEST METHOD NO. C .3' ~ ,3' '7j I ~ 3
DESIGN ? ..P\ TSyApMEPLE ./x/ A
STRENGTH f",,)/10('./ ~__~
ADMIX
o Per Sack
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION C T 7/ cJ
0E~iH&ER 7~ (-{,~<?~A' g~l~ $/'//9'7'" ~~;,I~~ k ~ #'7
CEMENT
PROPORTIONS 0 Lbs. 0 Sacks/Cu. Yd.
(Not Certified by P. T. Lab)
~ 7::<
.
C'SE AGG. tYr
o Lbs. 0 In. Max.
o Per jhij-// ;1.1; CJ c:J2. PP vd
-P;J~RP/P'5h /;.5- LA,/'~, y'~/
/~
%; QUANTITY
Cu. Yd.
ins. AIR ?/#
rV /'#-
SAMPLING IN ACCORDANCE WITH V...- / MIX PROPORTIONS VERIFIED ./h ..0_
APPLICABLE CODE AND SPEC.? T To. ~ BY BATCHING SUPERVISION? ~
POUR LOCATION AND NOTES: ...< /,,(,Je....:S ;? ~ C::. C Jt 0.55 J / ~J e_s F 78
; SLUMP
TRUCK I< -/7 TICKET # 0/ / ~ 7'
SUPER PLASTICIZED SLUMP
MIX #
j(j()?7 3CJCJ
DATE SAMPLE
RECEIVED
E
8 -/2- fy
WORK CONFORMS YES '5(' NO 0
"ThIs report is provided for the information of the client only. The reproduction of this report, by any method. and rts transmittal to a third party. by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shail not be oonstrued to represent
inspection, approval or acceptance of other associated work or a warranty of design or workability of the specification requirements:'
Certified Report by
Pacific Testing Laboratories
CRS9-2
~,~--
@
DATE
SEP 13 1994
i nf' if.
I; II I L-ti
'/PJII
uv~ AUG I .g 1994
u
~
- ~----_., .~----- --.
rn
0. fA .~ 0 ~__.",.."
REPORT NUMBER CR 109054
PREVIOUS RPT. NO<:,.c{ ~st'-?-J~~
/0 9" ~<8"
MClRC TESTING LAB
ABORATORIES
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle. WA 98119
(206) 282-0666 . FAX (206) 282.0710
EASTSIOE DIVISION
11824 North Creek Parkway N. #101 . 8othell, WA 9801 I
(206)485-4244. 451.8436. FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299' FAX (206) 922.1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105' Silverdale. WA 98383
(206) 698.6650 . FAX (206) 698-6648
S~~../
MAILING / I!:? ~
ADDRESS I..J /!)t!J() J.:J~ r2.()e.. llL e.. ....- 2t:J/
.:[3ttP/jt!!2UGt~ W~" 98'~CJ4
ATTENTION: M, rCh~r -Jdtu?S~/tJ
PROJECT &fI'!/??f!'",tg/1S~~u/~7'
LOCATION 9~~~rL:;/kJ~ ~~~~~RORD.
~~'3J~i1 /ft,"CheSt' ~ J'~:;
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~~~~IJR IS'3~~ 2G~~~~~~:S-: ~ 700
ARCHITECT 0'11< el?7tt:tn
, ~ /J/)
ENGINEER G- P' I r-Fe~
CONTRACTOR () ~ ~
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. PS.1.
CHECKED
z 8". :3 z.-
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TEMP & ~ L ...a . ~'TriATE 9 /~ / U MIXING
WEATHER k:IV OVr!!l'''CAJI CAST v/ 7/9 r PLANT
CEM~ ~E ~G. 7/S""
PROPORTIONS ~s. 0 Sacks/Cu. Yd. -fJGs. 0 In. Max.
(Not Certified by P T. Lab) '-/ u-7 L h
K Il.m
ASTM TEST METHOD NO. C---)1/c,<34
DESIGN ~ SAMPLE :z...
STRENGTH fc ~I!<!) 0 TYPE ~X /
I.J ~& r
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o Lbs. 51/?4-
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TYPE OF CEMENT
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POUR LOCATION AND NOTES: OI"Y'L;J~cl6Jn ~e /~Pey~ct S'//;:;; -fJ~ 0 oS en ec/c,/.I ~~
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MIX PROPORTIONS VERIFIED
BY BATCHING SUPERVISION?
---
DATE SAMPLE
RECEIVED
8--10' 'i<r
WORK CONFORMS YES 1751 NO 0
"This report is provided for the Information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited:
"This certification attests to the accuracy of the results obtaine
inspection, approval or acceptance of other associated work
Certified Report by
Pacific Testing Laboratories
CR89-2
~.~-==-
DATE fj-~-9Y
13 199~
'~-::::-
. =PORT NUMBER CR
1 9 !994
'--
(206) 282-0666 . FAX (206) 282-0710
DE DIVISION
r arkwayN. #101' 8othell, WA 98011
244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 Silverdale Way N.W. #105' Silverdale, WA 98383
(206) 698-6650. FAX (206) 698-6648
PROJECT
gCl{!~W~Y
I..J ~OO / ;(J/LfL H//e" III ~ .# ~CJI
'13el/~L/L/e WCh, 9f'tJ1?4
ATTENTION: p'J/l2.h e II ,.l~ hl'J.s~P7
13f1eH1e/4~V/ .I;;b!?eU'Jt2 </
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BY
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ARCHITECT Dvk~~t!2b'1
"
ENGINEER ~~;.p.{le. S
CONTRACTOR C S .r
g~1~ <?/~/9~
DAT~EP 0719m
MAILING
ADDRESS
LOCATION
COMPRESSION TEST RESULTS
MARK
SIZE
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DATE TESTED
AGE AT
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fe;l..li!.
0-3J
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TEMP & 7' L!, () DATE c,- / - J~,J''' MIXING
WEATHER (./ C/.,tEOf/' CAST (/) /6/7'" PLANT
" ,
C'S5-AGG. 7/~
[l1'Lbs. 0 In. Max.
I< R 1?1
ASTM TEST METHOD NO. C 31) 3 t I ~ 3.; /7':<
DESIGN e . SAMPLE c:..
' STRENGTH fc . (JOe? TYPE )( /2
,
1""
CEM..,PIT
PROPORTIONS ~bs. 0 Sacks/Cu. Yd.
(Not Certified by P 1. Lab)
S~~
/
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TRUCK ~I'J TICKET # t:9/CJLf'~ SUPER PLASTICIZED SLUMP 4//.# MIX # K~m 3 ~O
SAMPLING IN ACCORDANCE WITH '/"'05 MIX PROPORTIONS VERIFIED ~ //1'1. DATE SAMPLE a
APPLICABLE CODE AND SPEC.? T '\.0 BY BATCHING SUPERVISION? n.r;//r RECEIVED 8 - G. - /V
POUR LOCATION AND NOTES: /lo?~j//fI?~ 01'- /':6e ;<7~"Y~f!';/ s,a -f'~,/'? &.J StC.he~~1/~~
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", , ,
},/ ArL 2 Ti!J 3
Certified Report by
Pacific Testing Laboratories
CR89-2
WORK CONFORMS YES NO 0
"This report is provided for the information of
of Pacific Testing Laboratories, is prohibite .
of this report, by any method, and its transmittal to a third party, by any'';;eans, except in full, wifhoutthe written permission
ual test performed and lor observations made within the defined scope of the work. Certification shall not be construed to represent
of design or workability of the specification requirements."
SEP 0 3 1994
DATE
flr--& 0 ~
WJ....MJG , 9 i~'::M
EXECUTIVE OFFICES
.' e e,
MAILING
ADDRESS
~t;J4 ./
/
'J IJOO I ;,)ij2t? ,/?//t!'. u. E .:FT r:2LJI
73 ~ II e V (.l €??. (.,t..J~ I C; '8" ("'JCJ 4/
ATTENTION: f??//?,Al!"// Lh/'n 5<:) n
:Srw~~7b1? _<;'aRl'!'L<.Jdy1
Q ~ ('"/./l / /) PURCH..ORD.
P. 2~ c..-d L/ t::; /.(,. NUMBER
PROJECT
LOCATION
PREVIOUS RPT. NO.
EPORT NUMBER CR
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726SilverdaleWayN.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
,. ~ r79t"
DATESE 0 7 ~
PERMIT -..., / _ CERTIFICm ,~ " .,.
NUMBER ,/,j, oS'de 4P NUMBER7~r V . V..... ~~
ARCHITECT f}]/,kel/ndP1
ENGINEER C/' /..e/ ~ oS
CONTRACTOR C S z::..
MARK
DATE TESTED
COMPRESSION TEST RESULTS
CHECKED
SIZE
AREA (SQ. IN.)
I~
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION C - '/ / IJ
1E~iH&ER 73 C/;.'~,.. g~1~ ~/9r ~L;'~
CE~ C'SEJ-GG. ~~
PROPORTIONS ~bS. 0 Sacks/Cu. Yd. IBLbs. 0 In. Max.
(Not Certified by P T. Lab)
AGE AT
TEST
ULTIMATE STRENGTH
LBS. PS.1.
'7
;J.y
:J.~
110ft
J/C/O
"--/770
4/ Y'.r
~
~
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$/'7oca
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o Per Sack 0 Pert/b~ d7/Sh LoS 16" P;". yP.
A//a o/e:l.
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DLbS. sa"tC4
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..s y~
TYPE OF CEMENT
6(,/
/
: SLUMP
ins. AIR
-6-; /
Cu. Yd.
/0
%: QUANTITY
TRUCK ~ TICKET# ~/~~-3 SUPER PLASTICIZED SLUMP ~~ MIX# ,"onlt 3 X"'~
SAMPLING IN ACCORDANCE WITH / MIX PROPORTIONS VERIFIED / DATE SAMPLE
APPLICABLE CODE AND SPEC.? y.,g.s BY BATCHING SUPERVISION? ,4// t::2 RECEIVED e - c.. - ~ 0/'
POUR LOCATION AND NOTES: C<!J"'C/'7 e T'f'I' /,.;J/?.s ,&/a c. -e c/ -6 if IC?q~ L7 ~LJ~ /<. <"'}i"1.C/
-+- ..... f-J- "/'
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L1.J.e
WORK CONFORMS YES NO 0
u, ~Of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
//
th~ ~ctual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
minty of design or workability of the specification requirements."
Certified Report b
Pacific Testing Laboratories
CR 89-2
SEP 09 1994
DATE
~
~. . ~DJV
_ . I,
f./v
JfpR
. I IL
9EPORT NUMBER CR 10 4 0 7 2
PREVIOUS RPT. NO. ~ I.) (1071
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle. WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek Parkway N. #101, Bothell. WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
...
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 SiiverdaleWay N.W. #105. Silverdale. WA 98383
(206) 698.6650 . FAX (206) 698-6648
5'4f15WA-Y'
tOo!)':> IJrtf .4~)./.G, #~I
B;:LtEflUE- WI1- 9100'-/
ATTENTION: ~L rI'OIJ.p$:;Jr/
&,E/o~)J WA- 'l~oc;
95 <is CAI/,..t!)i{/
MAILING
ADDRESS
PROJECT
LOCATION
~~PORT~~p' . ~ ...g~1~ ~ -3-9' Y
REVIEWED fI
BY 05' DAT~~
PERMIT ! i-~ ""I 6 CERt;'&ATE.?;(f-l.D~b7( 0000
NUMBER _ ..) -'- NUMBER _ .
ARCHITECT () Y!<E/Yl t:Jj.,j
(j~4=FFeS
~ ~.'-r"
CONTRACTOR - ..J-
ENGINEER
PURCH.ORD.
NUMBER
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
AGE AT
TEST
ULTIMATE STRENGTH
LBS. P.S.1.
CHECKED
DATE TESTED
/I (/G ()
3~SuO
/37Fuo
~
'";;z
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION e-"'T-7Io
TEMP. & 6) /' I DATE ~ -s -0 71
WEATHER ' C/tC40Y CAST 0 . - 1
f
ASTM TEST METHOD NO. L-3!; $'(; [43, /7;)..
DESIGN ~ FJ" SAMPLE/". ~ y:/
STRENGTH Ic C/C/t:) TYPE ~O/.Jc.. G. l-
f .
MIXING
PLANT
I<. f\ tv)- I
CEM.9lT
PROPORTIONS C21Lbs. 0 Sacks/Cu. Yd.
(Not Certified by P. T. Lab) .s- 6'1
TYPE OF CEMENT
;;:::.
SUPER PLASTICIZED SLUMP
TICKET # I Dot
.
SAMPLING IN ACCORDANCE WITH ,~ MIX PROPORTIONS VERIFIED / , DATE SAMPLE ~
APPLICABLE CODE AND SPEC.? 11. BY BATCHING SUPERVISION? N C RECEIVED '0 -'7- 9 V
POUR LOCATION AND NOTES: ~e/{'I?rE pi-~ B')I Pv/Jr~ '/-0 f()~ .I '1<< Ftn <5 ~~E, 17b ~
!.:::J::AJ~. -'f/vo C-/. l t:c:Pc--1\") b ~ 4 iD II- I.et=~ 7:/,,{J/JP ~ / h.rJ~ (j U~) / r y 4~ cqiAac/..f4
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rJG--h:rr4
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~G.
Lbs.
~
~er Sack ~ Y' /.5/ M
~iV~1I
I 'J.-I )
; SLUMP
,L.}/A
1.// If
MIX #
3 ::go
r
ins. AIR
%;QUANTiTY
Cu. Yd.
6' ~-1-//~Ad /rJ' ~ !-mINib ~;;i..t/ fAJA-f)
WORK CONFORMS YES NO 0
"This report is provided for the information of the client only. of his report, by any method, and Its transmittal to a third party, by any means, except in fuil, without the written permission
of Pacific Testing Laboratories. is prohibited.'
"This certification attests to the accuracy of the r It obtained th ct t t performed andlor observations made within the define
inspection, approval or acceptance of other a ociate ar n d ign or workability of the specification requirement ..
Certified Report by -3/ k/ /:
Pacific Testing Laboratories DATE /'{/ ~t'. ./ (y
CR89-2
of} /z-.'
ftu~
n ~ U ~>,,=.~:-
L ~ ~ f J/ 1\ n ~ ..' , ,:'
>~\~&V u~-i.
<'\ UI--X . -' ,_ _ I
- ~
. ~ .
EXECUTIVE OFFI S I s.~I.VI!ION ~ . LWA OIVISION
3257 16th Ave. W.' Seattl ..~r~elkPjl[!s>>'ilY~-#jq1 'Bot~X'~.~ 0J.1TESTIN.2.4q2~aB~l;llgbll/'lll.~~a. WA 98424
(206)282-0666. 00(2 '~~~fA):;(Z06 8~Ittffi'L ~ ~~i'!lmJ~ 922-1512
. REPORT NUMBER CR 104070
PREVIOUS RPT. NO. c-P- to r<::>Sf
. ,It\TORIES
PENINSULA DIVISION
10726 Silverdale WayN.W. #105, Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
5;#Gtv ,<J-y
IIOfJC 1').'1 A/tIC.-N..E - ~ 'tJ.-D(
,
I5ELLEt/U~ WJJ- q~1
ATTENTION: j;,1P/c-II~ -:JDl-h9:>~J
(5tf-SMIE-dr;/J .J4.REJir4Y
q f{ U?ilc/;/ ~~~~~RORD.
~~PORTE~ne: &L1~ g~1~ ~ -J.--Cfy
REVIEWED '^ If t1 C.. r r., ,-;-; It, .. 4 -tnftL
BY l)'~DATE~
~~~~~R j 53 OL-6 ~G~~~~~~Eq <f~6';~k?
ARCHITECT OY~/M/
,
ENGINEER t;(~
CONTRACTOR ~.s::z:
MAILING
ADDRESS
PROJECT
LOCATION
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. P.S.1.
CHECKED
9000
/7S-C0
/2 lOGO
36-00
J../ I 70
. ~70
~
~
Co;:z:
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION c;::r::.. 7/0 .
TEMP. & rre d 'ij- DATE E'iL... ') D'f-
WEATHER ...J> et..: CAST V ~
MIXING
PLANT
Ic.~ .-/(
ASTM TEST METHOD NO.
DESIGN <"'\;0\.....0
STRENGTH Ie o'lJv
[-'1/.; ~/4IJ117 ~
SAMPL~ ~
TYPE ~.
I,slts (~a~t!.'
ADMIX _ /
o Per Sack ~er ,/0
TYPE OF CEMENT
TRUCK I r
:J:::-
AIR )Jk
...
%; QUANTITY
g.DO
3~
Cu. Yd.
SUPER PLASTICIZED SLUMP
IJ/)-
MIX #
Certified Report by
Pacific Testing Laboratories
CR89-2
WORK CONFORMS YES ~ NO 0
, by any method. and its transmittal to a third party, by any means, except in full, without the written permission
"This report is prcMded for the information of the client only. The reproduction of th.
of Pacific Testing Laboratories. is prohibited."
''This certification attests to the accuracy of the results lned from
inspection, approval Of acceptance of other assD' d work or a wa
d and/or observations made within the define
rkability of the specification requirements ..
DATE 31j~1
/.
e work. Certification shall not be construed to represent
/1D roo
S# \1)'-\ 0 ~ IW.
if 0 q,--
I!l ~ ~
~
-
rn ~VIOUS RPT. NO.
l, ,
I' .
REPORT NUMBER CR 104071
ale C/CJ?O
,u; , 9 1994
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-0710
. EASTSIOE OIVISION
11824 North Creek Parkway N. #101, 8othell, WA 98011
(206) 485-4244.451-8436. FAX (206) 485-4611
(206)922-9299' FAX(206)922-1512_
PENINSULA OIVISION
10726SilverdaleWay N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
..9JFElQ /f Y
t-D ()O l;,l,-/f~ /.}.vc:..Il.,;. :g:J.c(
8~ tLf /) tft&o1
ATTENTION: ~LL ::J~.sD>>'
. IJ I!-E/Jc k."1'oIJ ~F&/L.I ~I
9R (d;Ihw ~~~~'RORD.
~~PORT:erErF&.tue~ g~l~ '0 -;)...t:fC(
REVIEWED fi\ /I, -- (; rf) 0-119nL
BY -\I~ DATE 0:"'1 i/ ~
PERMIT Lr.~ 'l / CERTIFICATEAt ".1- E: ~
NUMBER __ ~<<2 NUMBER ~~~-O~
:~:::T ':t::::;
CONTRACTOR ~~~
MAILING
ADDRESS
PROJECT
LOCATION
COMPRESSION TEST RESULTS
MARK
SIZE
37W ~
</J ?J- ~
~Y20 C::Z..
AREA (SQ. IN.)
DATE TESTED
AGE AT
TEST
CHECKED
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION C-7 --) (D
~E~i~ER 1DZ> ,>~jJV g~l~ ~ -)-C(C(
./
TYPE OF CEMENT
-r:
C'SE ~G.
If1Gs. 0 In. Max.
I YYO
; SLUMP stj; V
~G_
Lbs.
ASTM TEST METHOD N~~~tjC(r/Lt<, ,,17;;;.
" '
DESIGN ~U SAMP~ ~ . / J
STRENGTHfc TYPE~~
j, J/J.s ~ts"#'
~~Im J::.J'JJ -/
~ME~
PROPORTIONS ~. 0 Sacks/Cu. Yd.
(Not Certified by P. T. Lab) a 1
/~J
ADMIX -L ./":
o Per Sack 'e"Perj
ins. AIR
.k~
,.
~
%; QUANTITY
/6
Cu. Yd.
TRUCK
/s-
SUPER PLASTICIZED SLUMP
C?Co
MIX # ..:> ~4
TICKET # CJo175
SAMPLING IN ACCORDANCE WITH ~ r MIX PROPORTIONS VERIFIED L' ..-.. DATE SAMPLE .G J CJ LJ
APPLICABLE CODE AND SPEC.? / ~ BY BATCHING SUPERVISION? _~ RECEIVED ~ . ~:; 7
POUR LOCATION AND NOTES: (~~ f~ By 14m, Jb 5e~1 /10 ~'=r.hz:;/
IJitD 8.IJ-~ ~ oe~ L:EvB-~ fFfO/ okq.? ~-r-hE_ 4,,5: J)-il ~7'Ec~
:!/:7..1 ~ ~,Ip 1'6_ () ~ "?-3 c;).(; 5 '1- "
Certified Report by
Pacific Testing Laboratories
CR89-2
WORK CONFORMS YES NO 0
"This report is provided for the information of Ihe clien ~Iy. The re
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the r
inspection, approval or acceptance of other as
this report, by any method, and rts transmittal to a third party, by any means, except in full, without the written permission
e work. Certification shall not be construed to represent
DATE ~?
i r r r; 0 ~ ~
ill U U, [s IN
. ,
'. ,
pt;S I I
'iPORT NUMBER C R
PREVIOUS RPT. No.L/(
109051 )c
lc;JoCJ~6-
~"
LA~,~~~TORIES ~
2402 Pacific Highway E. . Tacoma, WA 98424 10726 SilverdaJe Way N. W. #105 . Silverdale. WA 98383
(206) 922-9299' FAX (206) 922-1512 (206) 698-6650 . FAX (206) 698-6648
PROJECT
SQ~/da.y
~ t20/J /~.; (2{N~ dE: ~ ;2ttJ/
73e/l~Llur'. oJet, 98'ClOL./
ATTENTION: /#,k;h e // JC)jnS ~.n
73l""e/??ep?;h~ Sq/?U/q y
938'Cd~&/ ~~~~~'RO~.y3~~-9
REPQR'P:D /__ . DATE "'7 /.: - /. .
BY.. It!)h~ V7At?AC~"St"'" CAST //".:< ~ '9 r
REVIE~D z- .~ c ,;;?jL/
BY --f-:J <: l2-?i/J--50--i i DATE O""--~ - I (
~~~~IJR /..!}-3:J. Y 7 ~5~~~~AT'9r~~.>oc)
ARCHITECT t!" D Vi' 'f!' ~ a ;-?
ENGINEER cJ. r ;"..{l/~ S .
CONTRACTOR C' r. oS.
MAILING
ADDRESS
LOCATION
s/:::i..~
COMPRESSION TEST RESULTS
MARK
DATE TESTED
ULTIMATE STRENGTH
LBS. P.S.1.
CHECKED
3 zs-v
o/'o/'J-c)
d c....r-
q:z...
~
G;:2-
TEST EQUIPMENT ID NO'S. AND DESCRIPTION ~ T "'} 10
TEMP. & r a? T DATE '7' /,-, ~// MIXING~,/ YJ ~
WEATHER...::J 7 "Ju'cas CAST ~/ dI 9' -'7 PLANT t'- ""' r' /
CEMENT C'SE AGG. r1?
PROPORTIONS D Lbs. D Sacks/Cu. Yd. D Lbs. D In. Max.
(Not Certified by P. T. Lab) _
~ ~.'!;-:;
ASTM TEST METHOD NO.
DESIGN ~
STRENGTH Ic ~,~O(")
,
~
C/O/.37,~'
SAMPLE..r.~ ~ C'.;'/-" /
TYPE ~,t'./ ~ T//Hdr.e;';,
FINE AGG. /
DLbs. S::;P7~
ADMIX
DperSack DPer,dJPen~5'3:: 9:0 O.2..P<!,! y~
fhi...</~,.r /g:~3,t!) a;2, ~~4
TYPE OF CEMENT
I
/~ YS'O f~ 0 ,;?O
~~.v h
; SLUMP -.:J' L
ins. AIR
--
%; QUANTITY
g--
Cu. Yd.
TRUCK k. -s
TICKET #
CJtlJ 8'..5-~
SUPER PLASTICIZED SLUMP
#~
MIX # tho 56-c:...<
SAMPLING IN ACCORDANCE WITH t /~S MIX PROPORTIONS VERIFIED .//~AL DATE SAMPLE 7- ""7411_t:lL/
APPLICABLE CODE AND SPEC.? L!. BY BATCHING SUPERVISION? ~ RECEIVED .c" /L
POUR LOCATION AND NOTES: ;I''t!!..r1r?e'.4)~~,'h7/>.J~ Je:;/,~ /11?/?;"'ch~r5 r- aU'PJd~4;'!;.h 7z}"
,(}r~/ytI!d .5/~ at' ~. 30 ~"a 5C"'-h.e~~kr-/ 9,'00 a~ C~nc~<eJ':;" 4~-
I , . /
ce;r?t2/?j; n~ C~/?C/1<e~ J;,UCK ~~~/ut'."../ qT / dJ:~avnr 1A~ COfl-
TPorJ;.J/? ,KJ~~~da~.,/?/?t!>x/m~~/y sO ya~/s C7./ :7QCK 7/1?C1!99 c;,~ .I/4';S
G~C)t9ufh ~;Jt;,y 1"'&/17,,<7,; if;'''' / '2:'*5'1'" 'in1;4y /<Qrl7;O. 'F;4p?~ze#.s r9-'/"z)'<t? J 16t.l
1'9" I;LJ~ t rp I. 7./ ~rl// ~/'v.,;(. ~ r;, 3, ~-' ClII f'.L;I,f}/.ft!"2"'~/l(f)f 5~-e.IILJ~s ;t?/t2c ~c/
(?rrC?~"h';'., /2> ~P1"::"'~r .":;~'f!7~~'4 c.~ ff":?h'5 . WORK CONFORMS YES~ NO D
"This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited." .
~.--;
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the define9-soope of tile worK Certification shall not be construed to represent
inspecti~~;~: ;:;:~ o~;er associated work or a warranty of design or workability of the specification requiremL: // /
Y C/ ~ //;
Pacific Testing Laboratories -;'- DATE o/L~/LJ-'=f::.
~~ ~
~-
!r.
-, \
5PORTNUMBER MR 44870
PREVIOUS RPT, NO, '-R... lOoOb'r
\:
EASTSIDE DIVISION
11824 North Creek Parkway N. #101, Bothell, WA 98011
(206) 48S-4244 . 451-8436. FAX (206) 485-4611
TACOMA OIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 Silverdale Way N.W. #105 . Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
LOCATION
~~PORT~l2Pr~8I2r g~1~ 7-:2-7- rei
~~~VE ' . DATE '8-L~L{
PERMIT I S3 ., CERTIFICATE (~t' //-15:" 70 ()
NUMBER """ NUMBER P'
() J' ~~/I?/lj/
G#FF&-S
CONTRACTOR e.:z: .1: ,
ENGINEER
PROJECT
~jf}PE.W-fJ- '/
/ /eC)o (J-'{1'1i- 1hIr:~ JI E# ~;k!
BIZ Lt f. /iT4lE U 11 '1~ 00 '-I
ATTENTION: Mil 17?z::1c;,~U" ~II-).J~;'/
,(;Jqa.JJA-Y - BA1E:frtFt?-.foiJ
I Ira Iv'" ~~~~~'RORD.
ARCHITECT
MAILING
ADDRESS
COMPRESSION TEST RESULTS
MARK
TYPE
GROUTED
SIZE (L.w,D) AREA (SO. IN.)
DATE CAST
DATE BROKEN AGE AT
TEST
ULTIMATE STRENGTH
LBS. PS.1.
CHECKED
7"';-7
?- ;)-7
--rJ.?
"I-/9v-t::O
7 ruo
4':>.JGO
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l./ (p /.j--
3870
~
C4-
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077
TIME, & L,.; .
WEATHER D _ex::;
{go
~~~~$ ;f~ fAcJ'l JV!:JX
I
ASTM TEST METHOD NO.
TRUCK #07
TICKET # CO 3J1
c- {alS
cT7/0
TEST EQUIPMENT ID NO'S. AND DESCRIPTION
DESIGN ~0 D
STREN<JHfC'
""
FINE AGG. ADMIX MIX #
tf '")n! hp ,~60~ JJf<A KJ(PfJts-
t
/
SAND ADMIX MIX #
--- ----- ""----- --
MORTAR TEMP ///.8 GROUT TEMP. 7;;1 b
,
GROUT CEMENT
PROPORTIONS .5 Ll V
(Not Certified by P. T. Lab)
C'SE AGG.
-
MORTAR
PROPORTIONS
(Not Certified by P T. Lab)
CEMENT
-...
LIME
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
~
DATE SAMPLE RECEIVED J . ;}1' 7 'I
POUR LOCATION AND NOTES: 6~ f ~1JD i!>;/ f'&f1r P ~ -/?p kePT e F l? "
Cfitu !/VI}--{( G/J Ifk).Jf:..J /1c 3.Cf 4:PG.~ //;-/1 S/E:EL ~ff Pt,qc-$
A7 I ~ ~#r S..l 0 po /ff1'/Jt9VGo (JL..-f}-,.<iL A II /:.rE-/6 W-P~1'Eo 7Z) ~~
C,~t:/T- (e c;ffllo/.rJ f-,.IQ~ SWbD Q 7Dp C;!=- 10/1-0.
WORK CONFORMS YES ~ NO 0
Certified Report by'
Pacific Testing Laboratories
MR89-1
I to a third party, by any means, except in fuil, without the written permission
"This report is provided for the information of the client only. The reproduction of this report, b a
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the results obtained
inspection, approval or acceptance of other associated work 0
op of the work. Certification shall not be construed to represent
~ /3-., /?~ (.
/ DATE 7-27-1 (
~~ r.::. r
II :11 ,,1:;- - .
UL,
IVU '
,~ :
j
m~.
IFIC TESTING LABORATORIES
IAEPORT NUMBER LR 10 DO 6 5
!
/ PREVIOUS RPT. NO~ Ie!> Po 'fG
'fA
I4r
MaRC TESTING LABORA'f
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle. WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek Parkway N. #101 . Bothell. WA 98011
(206)485-4244' 451-8436' FAX (206)485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922-9299' FAX (206) 922-1512
PENINSU
10726 SilverdaleWay N.W. #105, Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
eo-c;Q-C&.,
I CiZ'C I""'~ jy2)V~ tteo1
hl/{h/lJ'" V1IA- . 'is OOtj-
ATTENTION: A'dcJe( ~. U~/'\
B 1'edI..,..f<, ~ Si {;"S!
r~ r "'. ~r>- PURCH.ORD.
\....q ~(,> - ".".. - J NUMBER
,
ARCHITECT
~~PORT~~ _ DATE"t- z.(j, -9'1:
~~VIEWED _ . "'tI ME ?- .2,!f- /'1"
~~~~~R 15~"Z. (0 ~5~~~~A~~, (, 7tJO
/)yfr<S"1#1 q~
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ENGINEER
LOCATION
CONTRACTOR
As /'er.J€Sf..e.d') ~/J~1e -4 C/}.Q.c.k I'{);".{;,...<y 0-1- J'Jew ~.c7 ."
[::t~ ~(4;;j of- ~ ~'"#i :( ~~1 ~2 N?>f/I.
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t~o ~<tAS '~~~ :" 1"/4.4 .~ 't <t~ I~'~:~ ~,
rI. <<Is" 'iN4.h "':!!. t(~" c.~II~""'e#",cl . 0-" /'." . Or- v.c~~
&f'-3 i'^~Y.~c/ ::I'lc/ rax~ &/'~ ~~ ~e. il.Jt::./I) {..I/(f( .
~;M<o:r k.1~.s~.fl6u (-load AI'. .&.5Qk .s-... ('d!-f.. l'~~.s tJk fc,
5'.] b 'S f.'f...., f~ ~il.:'3r::r (" -H/f 'l.s p/q.,.. ~ I'N-.lrc~.{ec/ ql'/d Co,. 'fr--u: ~r-
.. ( -
lAlO.S lJo-ttf~d, Ca",C::....~-t~ .:>hc~~",-I IUCrS f'esc.n-e.clu/~/ C'"
l!'ntl ~ ~r Cl~/"t IJ' f
a "d # "I
lis
'.
t.Atq,S
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
WORK CONFORMS YE
ASTM TEST METHOD (AS APPLICABLE)
\ "This report is provided for the information of the client only. The reproduction 0
of Pacific Testing Laboratories. is prohibited:
"This certification attests to the accuracy of the results obtain rom the ctual t
'inspection, approvaJ or acceptance of other associated wo or a warrant
\ Certified Report by
lcific Testing Laboratories
\.. ~D CONTACT: .
\\
. \
y any method, and its transmittal to a third party, by any means, except in full, without the written permission
rforme and/or observations made within the defined scope of the work. Certification shall not be construed to represent
or wor bility of the specification requirements:' .
DATE
DATE
AUG 0 ~ 199~
~! ~!~ 0_ 2 ~99~~
! :_-~-
t !~f~C:Hf~ TEST!NG L;SOP.ATO
'-,.~-,,,.,..,~-,,
<r'~9FO
~EPORT NUMBER CR 1 0 9 0 4 6
~REVIOUS RPT. NO. /1?9CJ 9'~
~
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle. WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIOE DIVISION
11824 North Creek ParkwayN. #101, Bothell, WA 98011
(206) 485-4244. 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105, Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
S-t:?J1eUJt:'{ ../
/ 7i?
I; cJ(JttJ I ;;?L/- 1'2t.J1!!. . VJ E P- ;:It') /
8eL~ l/{te Lt/a. 9'S'O~'Y'
ATTENTION: fJ1; k./;~II """/cJ.h/76tt:'Rf
ff:~: Snfi.t<<~
C;.18' U//~u/ ~~~~~'ROR '3;J~..5-9
~~P~~;;~,., Jn4'~~~1~ 7/':<~7 '77'"
~~VIE'(j~I\.~\.~ c.~t')1.~ DATE ~1.~ ~ ~l('
~~~~IJR l.~- ~:;<- l2~~~~~~--G: /e;C:;
ARCHITECT IJ vke~~
"
ENGINEER ~/ --I?~~s
CONTRACTOR C;. r s ~
MAILING
ADDRESS
LOCATION
COMPRESSION TEST RESULTS
MARK -a:Ii& ...N'i I :'T DATE TESTED AGE AT ULTIMATE STRENGTH CHECKED
TEST LBS. PS.1.
11 . 4":% ~, , 1 S. rps-: - I " ~ .
., . , tf- (.'~/7" .29000 Z 1'9S'- ~
~ r /?i5/ J , I ?~28-2'Y'~' ;0/'0&:;>0
e 4"65-- c.e::.
I - { ~h--C--+' .~..
r /~ 5'3 J Y /2.3. I' 'i~ '.' ,~.3700U 224/0 ~
/
d1x ::Z"3 Z 5 A..-.
// -,
c.....{(IZ.-J if
g'ZJ-<jq
on ,
TEST EQUIPMENT 10 NO'S AND DESCRIPTION SCJ//7 C" oS r C'T 7 / ~
TEMP & 77t!J CL;' DATE ;Th",~cr MIXING K J< m
WEATHER ett?P" CAST ~v / PLANT
/
C'SE AGG. ..?g Pet
o Lbs. 0 In. Max.
ASTM TEST METHOD NO. C /CJ / -3
DESIGN ~ - 1/\ SAMPLE ~ ~ <:--"
STRENGTH f l ~ ~C/ TYPE 'X:x a
CEMENT
PROPORTIONS 0 Lbs. 0 Sacks/Cu. Yd.
(Not Certified by P T. Lab)
I., fr /6-.
I
:l, 7 70
"
FINE AGG.5:<nd
o Lbs,
~r?tao
ADMIX
o Per Sack 0 Per PoL;/ -# Jb (~'X2. /CJi!' /.. Y cI
4~#-
%; QUANTITY .3
ins. AIR ~ /'P
TRUCK X -/9 TICKET # (!'In 795'" SUPERPLASTICIZEDSLUMP ~/~
SAMPLING IN ACCORDANCE WITH , I MIX PROPORTIONS VERIFIED .A'~ ./..- DATE SAMPLE 7 /1
APPLICABLE CODE AND SPEC.? Y ~.s BY BATCHING SUPERVISION? . _ / ~ RECEIVED ~2(;,' '7 V
POURLOCATIONANDNOTES:If1"/Or?~se/;7h/;u'e c.ioA;? h,,?p"rht:"".~~ t:7tPd"'/uec;/ C'J~
S/~ ..jJ~1":l .s~heclc~/ecl9~CJuj- ~/qC e~enr 7h~ ~##orTa//?
~;:m~~;;~;r~ f ~d~-:i~,clp?;;/:z/~:~j;~;:,~eWT
4~ #tIf!'l/tf't1Vt':/~7 SJee/ (';l.klc;P LJkc~/ Clcr;~f/7~b?'y ,7;; ~P~~'c-r
'/)/ .;" /
5 j?6'C / -1-/ C~ / /~-." ,
TYPE OF CEMENT
; SLUMP
d/#
Cu. Yd.
MIX # I<;em 3~~-
Certified Report by
Pacific Testing Laboratories
CR89-2
WORK CONFORMS YES 0 NO
"This report is provided for the information of the client only. The reprod': . thod. and its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited: //.
"This certification attests to the accuracy of the results obtainelfrom the actual tes ed a r observations made within the defined scope of the work. Certification shall not be construed to represent
inspection, approval or acceptance of other associated work r a warranty at desig or 'NOr i of the specification requirements:'
AlIr, 2 4 1994
DATE
ffi{-:'
~n :
lillI"
ll'(i
'" f ~ i ;
jUVlJ i )l
~ ~- I '
rAelFle TESTlNG LABORATORI '
2-'--~-' ~- ~---------_. -....---# .."....~n-1
n ~ rn
G
LABORATORIES
P;4/Sfr? -
/ .';PORT NUMBE~ 10 9 0 4 .~
,jREVIOUS RPT. NO. Ie? ?tJ3 Y
6-:30 t: " -r
o
~;-;9' 0
PENINSULA DIVISION rc, cs04 Ie
10726 Silverdale Way N.W. #105 . Silverdale, WA 98383
(206) 698.6650 . FAX (206) 698-6648
AUG :t. 6 1994
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek Par1<wayN. #101, 8othell. WA 98011
(206) 485-4244' 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299' FAX (206) 922-1512
,5'~,.dQV
~ zt, - .-.h
J:j cJOt7 /<2 ij ell ve /fA t'=- rr- ~ C/ /
B eJ. e l/ /../ r:? LUa, 9 ~ 00 ~
,
ATTENTION: J?71;t~'f"!// \/ CJj,,n :SO~
13rte#?ep0"n Sa /?-eW4 y
93? Ca.//CH.U ~~~~~'RO~""3"'::<~6-9
~~~O~~P7 k~~-6P5~ g~1~ 7407'97'"
~~V~WE&~~V DATE 7-J6-OJ'I
~~~~IJR /5 ;3;;lC;..r ~5~~~~~t-06-- ~ 7c:JO
ARCHITECT I<'Y~h?Or7
ENGINEER Gr/f/~,5
CONTRACTOR C, I, .s ,
MAILING
ADDRESS
PROJECT
LOCATION
COMPRESSION TEST RESULTS
MARK .. , -- M~) DATE TESTED AGE AT ULTIMATE STRENGTH CHECKED
TEST LBS. PS.1.
J4 fit i'KIft; - . i-I J_ I :..rI / ~f'52 0 z-'~70 @
r3 t Y -28.. j,l;!. -'" I. 2 7 90 c~
- c:r /~-7C u.J
~ J p....Za ~.z-z, c.~ I I S":.J'YCO c;;;:;(
2740
/
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION 5~ // ~.:~T c. T 7/' 0
~E~iH&ER~ 7~4;-'? g~1~ 7/,;t~-/91,/ ~~I~~ fZ. ~1 ~
CEMENT C'SE AGG. ~ p...~ FINE AGG.~n4
PROPORTIONS 0 Lbs. ~kS/Cu. Yd. 0 Lbs. 0 In. Max. 0 Lbs.
(Not Certified by P. T. Lab)
?/~
ASTM TEST METHOD NO.
DESIGN
STRENGTH Ie::? DO 0
C.. /C//3
~~~:LE;?;<.. ?X/G.
ADMIX
o Per Sack
o Per P//,..# .3'7,(J
4~'&
t:)~, A>~ yd
~
4Y/H
SAMPLING IN ACCORDANCE WITH . /. :s MIX PROPORTIONS VERIFIED . /. . DATE SAMPLE
APPLICABLE CODE AND SPEC.? !/ ~ BY BATCHING SUPERVISION? ~p;l RECEIVED '7 -i? ~ -1' If
POUR LOCATION AND NOTES: 77./..< //?~l!Zct;P' C'~~r I .5 ~T O;:? ~<::l'// ~P/.S"~'5'"... ~.//??h~/?
[1~sT(3) C)ne Z;; he ~s/2/ '7. ~y's", d}f~ b.r?/!?/<"er? ;< 8' ~ ys /..t?rbh?
'/2/6 dO'T--.:-
I
~ 38"0
"e//H
,
16-' ??t:?
-."
TYPE OF CEMENT
; SLUMP
ins. AIR
%; QUANTITY
7
Cu. Yd.
TRUCK
1<-/9
TICKET #
C)(f) 7 7 ~
SUPER PLASTICIZED SLUMP
MIX# ~n; ,:?c;,s-
WORK CONFORMS YES ItJ NO 0
ny method. and rts transmittal to a third party, by any means. except in full. withoullhe written permission
Certified Report by
Pacific Testing Laboratories
CR89-2
DATE~
m n n. fE
~fL
~PORT NUMBE~ 10 904 3
PREVIOUS RPT. NO. / t:J9CJ 3 ~
6~!3 0 i ~y-
11~3"
1
~
AUG - 2 !994
PACIFIC TESTING u'80RAT
. N _ ORIES
EXECUTIVE OFFICES ._-1 EASTSIDE DIVISION
3257 16th Ave. W.' Seattle. WA 98119 11824 North Creek ParkwayN. #101, 8othell. WA 98011
(206) 282-0666 . FAX (206) 282-071 0 (206) 485.4244 . 451-8436 . FAX (206) 485-4611
TACOMAOIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922-9299 . FAX (206) 922.1512
PENINSULA DIVISION
10726Silver~aleWayN.W. #105' Silver~ale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
Q4fJewC{ '/
Ii 1'J!Jt? I:J ~ztt. au~ <.I, ti" ~ ~ /
73eL~ i./L/t!':. t....J~. C?8'(Jct)//
ATTENTION: h1; lei ~ // t /ttJ J/7..s~r7
73;4e'h7eJ/?h;7 S'a.fleeVCl-/
,
<7 -3 8' c~ I/CJW ~~~~~'RORP,-i' 3 ~ 4"0 '7
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~~VIE!5LRa a.Lt DATE 7-:J.6 -<:j'f
~~~~IJR /6-3~ 4- ~5~~~~~~h-- ~ 7t7t::J
ARCHITECT KJ;Rr&'/:d4P?
ENGINEER Gj4) p/, ~
CONTRACTOR C I.t:'. S ,
MAILING
ADDRESS
LOCATION
I /") .A -6/2 c; COMPRESSION TEST RESULTS
-
, ~&: ~I.) AGE AT ULTIMATE STRENGTH
MARK Gar DATE TESTED TEST LBS. P.S.I. CHECKED
J4 \ ~q:~~ - 9- .~7.".
/f J';Y' ,0. J .. ~ IvC/O I ~5-o ~
A 1 I of{
/5-;'1/7 r ,22- . Z->-~'.~ .;--'~I/CJc:.<) 2 c;, ~D ~
C J l Y.. 22- 'zA t- . " if
/?C;? .' .. '(crUD Zs7s-
I
---7
o.y~
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION s'" /1 ~s r C T *7/<::::)
TEMP. & 0 C'/ DATE 7-/,;:(,.s- /.9L/ MIXING V /J ~
WEATHER~ 7 At'dV" CAST /"" /. 7 PLANT (...., ~. rr/,
C'SE AGG. 3/~~ FINE AGG. 5~
DLbs. ffih Max. DLbs.
ASTM TEST METHOD NO. C I / c::J /.3
~i~~<t~TH fc ~Il";- ot:) ~~~:L~ X 4'.x Y
,
CEMENT _ ./
PROPORTIONS 0 Lbs. ~acks/Cu. Yd.
(Not Certified by P. T. Lab)
c./~
ADMIX
o Per Sack 0 Per ~t-# J 7, 0 ("'),2'. ~~ yt::(
I
b/' :3 a-v 13-; CX' 8'0
#//J
,
TYPE OF CEMENT
ins. AIR 4/'/ff
U/H
~~~G~~~L~ C'3g~~~~NS~~;j'~TH ye:s ~~x~~g~~~T~~~~~I~\~~~ J //9 g~1~~~PLE 7 - '2. (; -) '/
POUR LOCATION AND NOTES: ~~~i!?"Sen7Qbv'~ J~h;? h?t?~ch'r!P.s <t:? c:?P?~.;'(/~d c;?/? /6~
jCJJ4o/e'cf S~ /'er~ scJ7(~d-//t"!~/ ~:CJO an-?.1 a..r?tC7uT,.GJkc.E?P?7en/:' r~
CC';J~c~n j<1/acl!'?r/ ~~r(J)t'lmaTe/y /' )/~""A ~fJ J.,eS9/";~ .3~<,-
b/~(':k. ~1I G"'<'t'"r;(~.:::PCC2l/0J? ) A LNb" h e7bJEf!.ep? L //1~S 2 70 -4,
/") . I'"L-.
Y.P/~~ ~ 9flC'U7>::?h~t'::!'.-1?7 ep?/ 12// r't!!//?IJ,.,H'~/n:7 (/J4S ~€'J~///'J;~~/
rd I!!? C ch.l ~ C r - I
: SLUMP
%: QUANTITY
7
Cu. Yd.
TRUCK f( -/9'
TICKET #
00779
SUPER PLASTICIZED SLUMP
MIX # /'( J<< m 3~~-
"This report is provided for the information of the client only.
of Pacific Testing Laboratories, is prohibited."
by any method. and its transmiUal to a third party, by any means, except in full, without the wntten permission
. e erfo ed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
design r orkability of the specification requirements."
AUG 2 4 1994
Certified Report by
Pacific Testing Laboratories
CR 89-2
::.-._~--
~...........,.. ..
."---'"'-...,........-._-~--.:- -
f!\ 0 0. m
ill n
Us
-
rn
:POAT NUMBER CR 1090 3 8
PREVIOUS APT. NO. /0 ;? / ~ ~
1/00 fa 3:C10
~
AUG - 2 1994
hi.)".
r:: \994
PACIFIC TESTING LABORATORI
EXECUTIVE OFFICES
3257 16thAve.W.' Seattle,WA 98119
(206) 282-0666. FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek Parkway N. #101' Bothell, WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299' FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
s~ V-
I,; ('J~I ;;Zq..t?L ~/./~ /~t..': / ;?c;/
E~Lei//~e IL.Jt7- 98'~4
ATTENTION: IJI /;:;:-.,4 ~ / / JCJ~V7 ~'?
t5Yltd#/7F:?r?7c:JP7 9~.(':eU' /0 y
9~5& (,~/leJt..U ~~~~~'RO~"I3.;2 ,/.,5-'1
~~~~~ /?7a~h~~~l~ 7/":<1/90/'
REVI~WIiP ~ Cl l/'
BY IJ ~ t::::O._/.Jo;.~ DATE 7-;). 3----[ ( ,
~E~~~R A~- 3 ~ 25~~~~A9r~-; ~ 700
ARCHITECT 0 :/ke~r7
ENGINEER G /'J / '.(? .f? e .5
CONTRACTOR C, L. .5' ,
-
MAILING
ADDRESS
LOCATION
7Y j::1e!
.
S12~
COMPRESSION TEST RESULTS
MARK .. A~~ ,~.) DATE TESTED AGE AT ULTIMATE STRENGTH CHECKED
TEST LBS. PS.1.
J? !/x' 0/ .. 1;>,32-- ., '7-2r :2 y 2J'tJO{) 2ft/V at-.
A I ~r /Y' rlt - -, ~/ zsc) () c $-GJ
~ ?~ C?
-
C. I I J. I() ~I iY -z...y " - :3 4>0(0 ?7-JU ~
,
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7 /~ / /91/ ~~~I~i' K I Ie. #1 ,
C'SE AGG. .3"/8' FINE AGG. san~1
D Lbs. D In. Max. D Lbs.
ASTM TEST METHOD NO. C I / CJ / 3
DESIGN iJ --~......1 SAMPLE L./ ~
STRENGTH fc ) ~ U TYPE 7':X 4"'~ 0
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION
TEMP & OLl () CL DATE
WEATHER tf7 ~or CAST
CEMENT
PROPORTIONS 0 Lbs. ~S/CU. Yd.
(Not Certified by P T. Lab) C; 0 ''is'
ADMIX
D Per Sack D Per
fbly-II:J.13.=i7.0 ~Z'~.Yd
TYPE OF CEMENT
/
.6; 9(,0 I ~ 77"0
..if /f'
; SLUMP
ins. AIR
/1.//#
,""4 &-
%; QUANTITY ~,,")-
Cu. Yd.
TRUCK
/
TICKET #
~G> 7' 3 /
SUPER PLASTICIZED SLUMP
MIX# K;<<m 3c-.,-
SAMPLING IN ACCORDANCE WITH MIX PROPORTIONS VERIFIED ./ DATE SAMPLE 7 "2 'Z 9
APPLICABLE CODE AND SPEC.? )"""'5 . BY BATCHING SUPERVISION? Jo/4 RECEIVED ~ - y
POUR LOCATION AND NOTES: .v'<I?~~<;e/?;;;/;/./<e John i1?r7nr-he.-s--e &"P/~re',r/ on 7h",
r)J4t"7/.ed S.h>';; ..a.-.a -~cher-k/~c/ GJ4&//T ~k--~~~~7 n;~ ~#?Iht?~IoV1
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fJ/ocec/ ~.~- v<?~~ /?,tJ d<2S-9/he 3~,5 hloCk .tiP- t;..J"?t!JqTG14CJul- LOt?'5~ 0/-
'aced t...//~ th/r./< ~ Gpt7c/r /lq~~ Qn~/C7CJ,;?,5C/;G7ec/ .by ,//.6~a7;;;u ~r
1./;../ t:, roaP?'sP ;2 3 0 r~ c;p L-Vdl/, J9 5..eT a.:fJ,JCJP/sm.s I.<..N?;?~
(;os I ul'1c1 ~ b~ GrJ/?/.i7;::!c/ C7T ~xr {;;?/Jur- ~hc,~~t!?~7';-
WORK CONFORMS YES 129 NO 0
Certified Report by
Pacific Testing Laboratories
CR 89-2
third party, by any means, except in full, without the written permission
"This report is provided for the information of the client only. The reproduction of this report, by any method
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the results obtained from the actuai t~ormed
inspection, approval or acceptance of other associated work a warranty esign or workability
e defined scope of the work. Certification shall not be construed to represent
ants:'
DATE
AU6 2 4 199i.
......
~ofRl
~,UG - 2 1994 ~I ~
41' a fE
~
!~:~~IFIC TEST!NG LASO
AUG 2 .5 1994
"OORTNUMBER CR 108188
PREVIOUS RPT. NO.,N/a q'7!' /9/
LABORATORIES
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIOE DIVISION
11824 North Creek ParkwayN. #101, 8othell, WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-46/1
TACOMA DIVISION
2402 Pacific HighwayE. . Tacoma, WA 98424
(206)922-9299. FAX (206) 922-1512 .
PENINSULA DIVISION
10726 Silverdale Way N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
B afh (c1~ i
~ CJOO /;{ 7"..t:!2 Q/(/e. .AJ, E ~ ~ 0 I
13e/p vue Lva-. 9'R'(?f"J4
ATTENTION: jr; l' R: j, e (L J ~ h n S CJ rl
Br~~er!bPJ Sqfb.L-r/c:::::?v
. /
Cj..3-g C4//ou/ ~~~~~'RORDh43';( 4&-q
REPoliTEri / _ / DATE '7 / .., 0 / = <./
BY 'J{-)'hP1 m/::1#~a~AST ~ L-7 L-
. REVIEWijD ~ .., . t./
BY J.l<::!-fF.(Y~J DATE 7-cr-J... 4 . (
~~~~[R 16- S ~~ v ~5~~~~ATE94~,5--r-:, ?OC/
ARCHITECT 0 Y /( e hJa P7
ENGINEER G P / '../41' t=""
CONTRACTOR C" P. . '\
MAILING
ADDRESS
LOCATION
COMPRESSION TEST RESULTS
MARK
~
ULTIMATE STRENGTH
LBS. PS.1.
CHECKED
".
qz:..
tf;:Z'
~
l. .
TEST EQUIPMENT ID NO'S. AND DESCRIPTION 54/1 fesT C T '7/0
0~iH&ERE:O"J~ "i1 C/~;-1g~1~ 7/::<0/97"'" ~~~I~~ /< J<. ff7
ASTM TEST METHOD NO. C" ) t":J / 3
DESIGN 2 - SAMPLE a
STRENGTH fc I j CJC> TYPE 4 ~ 4)( CJ
CEM.>NT
PROPORTIONS lMLbs. 0 Sacks/Cu. Yd.
(Not Certified by P 1. Lab) . - L.
~ ij3\.~ h
TYPE OF CEMENT 4s h to r1 r-d
C'SE AGG.
o Lbs. ~ Max.
t./ 6 -oa %-
.4//d
FINE AGG.
~s. 54r1d
/~" 8.60 Li;
ADMIX
o Per Sack ~r r;, (I (! I< /} 7 C2 1/; J r;; T~L
~/'/
/1//#
7: :J 6-
_ _ Cu. Yd.
ins. AIR A/H
4#
MIX PROPORTIONS VERIFIED Ah / P7
BY BATCHING SUPERVISION? 4/'z':.
POUR LOCATION AND NOTES: GrnCA./ 7";1'.-1.1''' /< 61""1/11 i/e,,'/ a. t /: CJt7 ..am, h;'1CJo r (-<.Jc:J-:5 L?lq-
, /
C'.ed ///;' ZnacK ~ r:;,.,~ar K?aj,#JI!!/, arid C,-9r15&-1/rt"~ A)/ t//A~a77/J'r7. fhoe: c_~_
/ .. /
/;ta.clop %c ed a p~rax j MCl T~L t/ 7..:2.s- VQr'd5 ~.f' h ICJ<:::I< .{l.ti/ n~.q7./~"-?
I ' /' / .
#3~S- aT ///..;1';,<::, G TdJ [) ~.{? J../~e 6 CaJaY'..<;e 18 u; .;2 3 . ~/O~ 7;"" a.~/?u7 ~/4'-
Ce/#rlent all P~.!~l?,-<:J~Ln?lY' 5j;:~LV~S ~n accopc:/anc..,q co.;'~ LJPr?/ec"T
" /
SjJec/'./?;ca~H...s i:J.P 51, ot:2e t '5- / ,c.-.Plr~ 5 -q
WORK CONFORMS YES ~ NO 0
; SLUMP
%: QUANTITY
SAMPLING IN ACCORDANCE WITH _
APPLICABLE CODE AND SPEC.? K J'? Pn '3 ~,~
MIX# 4R?'
DATE SAMPLE .7 -.., {. t{....1
RECEIVED ~
TRUCK K-/7
TICKET # Ot'J 7C:; 7
SUPER PLASTICIZED SLUMP
Certified Report by
Pacific Testing Laboratories
CR89-2
In t e defined scope of the work. Certification shall not be construed to represent
uirem t5."
"This report is provided for the information of the client only. The reproduction of this report. by any
of Pacific Testing Laboratories, is prohibited:
DATE --AU.G-.1..9.J94
J ~:30 a(/l~/(./eCf
2: 3 0 ive.fr
'PORT NUMBER~ RiO 819 0
PREVIOUS RPT. NO. ~f,k ~f" /7/
ABORATORIES
orth Creek ParkwayN. #101, Bothell, WA 98011
)485-4244.451-8436. FAX (206) 485-4611
TACOMA DIVISION
402 Pacific Highway E. . Tacoma. WA 98424
(206)922-92990 FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105. Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
MARK
S 9~1'-t-'G 7
{L?~ /e4A J:lVh:
73 ~ L~ \ /' t..I e (,da. J
ATTENTION: In;k e L !..
J3 ~ t='; in e j/1 ~ "1'
938 C~/l..o
) Size ZtvY')1PRESSION TEST RESULTS
EAT
TEST
~~~
'o//~y;
'/d:
..(/, F q:t: e (') I
o
9~~[) 4
< T;; hY) 5' I'J V1
.
Sa.fe'\-t/c; ../
/
~~~~~'RORD~ <i 3 2 "1 S 9
REPOt'lTEC1 } _ ./ DATE ../ /.
BY () '(9 Vl V1 yY7 ~~lJe)Cjl.sT __ 7/ I ~/ 94-
REVIE~p.. ~ / , fi /1 / I
BY -J.J. '~~d- DATE 7--'"<..')-' -c
~E~~IJR / - ~3~~~~ATE 9 4{)6: & 700
ARCHITEC:,; P Y' J< e. #? a:... VI
ENGINEER Gl/7iP-Fe 9
CONTRACTOR (j -- r IS.
MAILING
ADDRESS
.
PROJECT
LOCATION
(
ULTIMATE STRENGTH
LBS. P.S.1.
CHECKED
J .s00()
/
7.t/t30
?J7(/
~
01-
/Z, 3 9
~
c:./l
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION 5~/ Ire sic T 7/ ("J ASTM TEST METHOD NO. C ~ / c!J / f'
TEMP. & ~I ~6-QDATE ....., (e. LA " MIXING t< R 1/1/"1 DESIGN ') -""'0 SAMPLE t
WEATHER. c::, 01') .?J71. 0 CAST I -- -I---~ 1 PLANT . .r Y I 0 STRENGTH fe ^,/ -5 V TYPE t:j"" l/
I /-rICI<~-r ) 604:.6-'1
CEMENT ~E fJ3M./1 FINE AGG. 3/.a /Ja:::t. ADMIX .
PROPORTIONS ):q'LbS. OSaeks/Cu. Yd. LJdV'~Max. OLbS~./ 'fl~O OPerSaek OPer tl/iPT l)l!!Zo/hT <
(Not Certified by P. T. Lab) .4 Cfii! L -. . I c:>
-+; J.........Q 5~,.,~ /~ ~ ~e; jt:1ft-. H 27!3
TYPE OF CEMENT i$s h .{}rt'J!i?r) ; SLUMP /I~ ins. AIR %; QUANTITY ?;.s-
TRUCK K - t 7 TICKET # eJO ~ ~....5- SUPER PLASTICIZED SLUMP MIX # ~
~~~G~~~L~ tgg~~~~~~~~~TH t< ~ m 3 (, 5 ~~x ~~g~~~Tk~~~~I~\~~~ g~1~0~~PLE ~~9~
POUR LOCATION AND NOTES: ~ C /? r c<:. c ~ ~
~/e:2<:.e~ cy1/.?/'a~/mate.fy /3-1- v'a~dS ~.fJ O~Sr/~~d K/40'7 <:f~.5 :J) ~()C) JO.:sL
I {7' . +. /.. - # I
1:J/C;C I< T 1// (;;/JaCLf /?1 /"x. I /~r J/nJ-l' G- C ~lj~S e .2 .=3 ?;;; ~,o ~+/;(.JC{. t I aF L ,/Ide II
R-e )'-p.el /~5';4ec;;&/; ~f I: v/~-c.e 0 1;1 4/'"'~~r-tC-/C2VlC" e (/.J,,'/j; t:Jrto/e~7
\(}I --f-.' - 7-- /) /
5fJ'f'c l r' C 12 { l 0 ns S - 4 f Jolt 5 ~G/ /' CJ Or? of ,<:;hr:::e ,<;,'-' (.
Cu. Yd.
WORK CONFORMS YES ~ NO 0
"This report is provided for the information of the client ani
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the result obtained from the ad~
inspection, approval or acceptance of other associ d work or a warranty 0,/ ~Si
Certified Report by
Pacific Testing Laboratories
CR8~2 () ut {)j m 1<
ethod. and its transmittal to a third party. by any means. except in full, without the written permission
DATE
AUG 19 1994
.. .... -
('I.. ~ f'.'
;1 :.
:. .
,-...... -. ..
ffi 0 II
/
( ~EPORTNUMBER MR 44228
PREVIOUS RPT. NO. m /? .t:.;/ 7' /9'/
AB~!~!ORIES ",,,fl/
2402 Pacific Highway E. . Tacoma. WA 98424 10726 Silverdale Way N.W. #105 ' Silverdale. WA 98383
(206) 922-9299 . FAX (206) 922.1512 (206) 698-6650. FAX (206) 698-6648
'7~' #
PROJECT
SqPe t(/1'1 r./ / tV C. - C f!)~ cr"/it / ~ r-: 17 t!7 rl (),e> ~J;
/ /
I 0 (') 0 /.:< Y c!?. f-1{/.e' A.I.;..- ;:F- R 0 I
Be. / It' (/IJe- lA)a _ 9 ';'0 D 4-
./
ATTENTION: J1? /'tc. h tp L L ( J ~ h Y7 5'6 rJ
B y1~VY7~J/17;?n 5c<..fJ,PQ..Jay
93 g ~ PURCH.ORD. .2~ -q
Ca h ~ (A ) NUMBER (9 ~ i' '-?
REPnRTE[MA L DATE. / /
BY 0: //It?;"1C r; e s e CAST 1/ / ~ 94-
~~~.C~IJ'jET DATE 7C)~4.
~E~~~R 16-3,;< t:(, ~0~~~~ATE94() b-: 0700
ARCHITECT 0 1/ k' ~ IA / C( /J
/
ENGINEER G J/l; '-/l-F __ 5
CONTRACTOR c:;.~ ..T,
MAILING
ADDRESS
LOCATION
COMPRESSION TEST RESULTS
Lf;<Ij;(8
ULTIMATE STRENGTH
LBS, PS.1.
CHECKED
MARK
TYPE GROUTED SIZE (L.W,D) AREA (Sa IN.) DATE CAST
2~~
zt;;,z 5
3070
4:7--
~
?fZ-
0-,/0
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION
so/I ~T c r 7/~
ASTM TEST METHOD NO. C
TRUCK # K - R
/Cl./ ..3
TIME, & ~ 00 /l <':>/ D C /
WEATHER j::::;: ;V~ If AI::!'.., ~
~~~~~ J<. I? In
- a. DESIGN ,,-
TICKET # ("!')(!) ~ /' STRENGTH fe ~) ~ ~ 0
GROUT CEMENT C'SE AGG.
PROPORTIONS ~ i I. , / //
(Not Certified by P. 1. Lab) .!j -1 (j /.::J ~,...,/7 "va,. ~ / #-
FINE AGG. -"/e ~tZ..
C;~/ll. f'/!yd
ADMIX
MIX #
K, j() m 3~-
MORTAR
PROPORTIONS
(Not Certified by P. 1. Lab)
CEMENT
LIME
SAND
ADMIX
MIX #
.~ijp
~/#
A/jH
#/>>
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC,? v'~ S
/
7//{
POUR LOCATION AND NOTES: J< ~ Ifj y? e:1 ,- n ~ 1; '/e J () 4 Y1 fyJ (? VI c. h e.s -e' G:l ;4 r' J i/ "'" --./ r"J;-1 /.h~
I '
?r'(?/~ct S'I'h .(:.,;4 d srA~~//e"'/ "pt!')~7';rl? /~5~p~7;C7'n -' aY7~--I ("rr'c:J~r ~h~-
eh7ep//: ~~i-,f;1 /ns,,4.e-c 7;~n ./ d<:::q 7/~'p? -3 #c ~",;:>7/~9'.5 'R"#- C h7~ hc;.r? ~~<::A
b.Jo 1/. ~/J ! //;/r;e F-!J- ~.~ .f1t'>~t~7.. ~ "2i';tr' L ~ ,..A<:t"" ,2 acA /.AJt:lJ &n L /~e SO /, ~ -
'/ '/7 ' / ;."L-
12 L//~~ 2, 2 CJ -fl F ~ /rU-e r-e./M,,/,'&p4C.lrl'1 57;;. f!!!!..L 4../00:'5' C4CJ <:;e-/y P??~.n//("")~pt:?C'/
qJ7d ~1'-"...-7'-/0 be LJ~c ed ,:::; cCd'rd/~r ~ #r~/ ec: T .s;.G1 w:?c /#/'t""., ~ 77~h.s ~.(l
/ / v
S/'<ee 1 s-/ ..jJ-~T/nb 'St!::hea1?/~-. # GrJr'Ja/ 54n?/(e t.V&\ ~.lJh/~~--/ aT
flL/r7e C~o~se ~7 TCJ 3,q, a/1c/..vo L/~, Rr ~.j)""1 7 L/-Or<" GrJar.s~ c27?;; 34
/
r;"'~/,/tWd~/,.;zr. t?r~ ~ I//a 7'J4dck Ohg~ /;; t<Jtbn~ 4-r7#' WORK CONFORMS YESaNO D
""';;"",SUICl h V v/b a 7/dn. -, / ." . .
~,S report is provided for the information of the client only. The u' this , by any method, and its transmittal to a third party, by any means, except In fuil, without the written permission
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the results ob lned fro tu t
inspection, approval Of acceptance of other associate ark or a warranty of
MORTAR TEMP ~/A1
GROUT TEMP
~/,&
7g8
DATE SAMPLE RECEIVED
Certified Report by.
Pacific Testing Laboratories
MR89-1
r rmed and/or observations made within the defined scope of the work. Certification shail not be construed to represent
n workability of the specification requirements,"
A II G 1 9 1994
DATE
!Q,~, _!!J a [ ~~ !?11 ~r'
i~~ 1;:l!i.
! I JUL 2 v.c:;, !'gqL,". ; ! Ii iI I
III ~ , ; I ;) ! f
f ..""J f t
B \~ ,"
PACIFIC TE ',"
STING LA80RATOFli::rACL
1'/ i(, I ~
;-iI"".) 'J I
lEPORT NUMBER M R 40980
PREVIOUS RPT. NO ~:m U;~ .
LABORATORIES -g1-z-11-fPG~
TACOMA DIVISION PENINSULA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424 10726Silverdale Way N.W. #105 . Silverdale, WA 98383
(206) 922-9299 . FAX (206) 922-1512 (206) 698.6650 . FAX (206) 698-6648
f!J n ~
EXECUTIVE OFFICES
3257 16thAve.W. . Seattle,WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIDE DIVISI
11824 North Creek ParkwayN. #101 . Bothell, WA 98011
(206) 4B5.4244 . 451-84360 FAX (206) 485.4611
MAILING
ADDRESS
5A'f~WA-7 .:JtJe- 6~ 1: D~p(
/0"0 IJ~Tt. A tie.. jVE ;# c2c; /
8 ~ I/t::. V (,( ~ Wit, q 80 0 ~
ATTENTION: j,,(, t: k ~ {( ~ to. ~ s::e. ~
e ~ 'L VV\. '<- v- To VI>.. S ~ f<L<.>V "L- t'
" 3 'b e A LLo vi> ~~~~~'RORD,
PROJECT
LOCATION
~$PORTW i~r 1<'1!,,:-t1~1~ -I ~--
~~VIE".DC p, (Ju'5 t::- r DATE 7- Jt) - 9 f.('
~E~~~R J j 7.2 C ~G~~~~ATEr~5C700
ARCHITECT 0 y I< e.. /;f.'1,q.....J
r;;, r t C' 5'
CONTRACTOR ~ ~ /
,
ENGINEER
MARK TYPE GROUTED SIZE (L,W,D) AREA (SQ. IN.) DATE CAST
COMPRESSION TEST RESULTS
CHECKED
Ci3~
~11~.,t Cr7/o
TEST EQUIPMENT ID NO'S. AND DESCRIPTION
~~~~ER G/D /tJ:lJ.OIIJ\ (!)tJ-ev'~ ~~~:t$lttkAf
GROUT CEMENT C'SE AGG. n FINE AGG.
(Not ~~~~~~~Nt. Lab) b I () c; 0 l' ;73 50
MORTAR CEMENT
PROPORTIONS
(Not Certified by P. T. Lab)
LIME
SAND
GROUT TEMP.
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
-1 IG?
DATE SAMPLE RECEIVED II
MORTAR TEMP.
I)p
70
e:;a
~
~
ASTM TEST METHOD NO.
~ /CI /1
TRUCK # !< - -,
TICKET # U 05"(5 i ~~~:€'N~TH fe ,l5bo
~'f! i" MIX # .
16, IP.. 31, tJ % /d<ft 3" S-
ADMIX
MIX #
71#
I"'~
i 1,,1-1 (.,
)
WORK CONFORMS YES ~ NO 0
PC! ,by any method, and its transmittal to a third party, by any means, except in full, withoul the written permission
est pe rmed andlor observations made within the defined scope of the work. Certification shall not be construed to represent
. n r workability of the specification requirements."
Certified Report by .
Pacific Testing Laboratories
MR89.1
AUG 1 9 1994
DATE
MetRC TESTING LABORATO
!LABORATORIES
oJ
I 101
~-" ill D 11 rn m u
'00 &
iL I --~..~.~ 1 ~\ i ~
j~v~ JUL 2 h, \994 1i I ~ r"'\
V r:'.-"'J
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle. WA 98119
(206) 282.0666 . FAX (206) 282-0710
EASTSIOE DIVISION
11824 North Creek Parkway N. #101 . Bothell. WA 98011
(206) 485.4244.451-84360 FAX (206) 485-4611
IEPORT NUMBER M R 40979
PREVIOUS RPT. NO. J1 ~ ~y /7/
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299. FAX (206) 922.1512
PENINSULA DIVISION
10726 Silverdale WayN.W. #105' Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698.6648
S..,-P -e.- ...... ~ r <II '- ~ d " 5 t ";D.;; PI.
/t>aO /.:1 Ave... RE #-,;'0/
3c:../hi/4'e.. ,0/4 ?8oo./
ATTENTION: "J11't~ t~/I J;te-. S,;l~
6,e'~~~'~ A. ;$;; Ii:: WI": V
/
o/3g r:Af/o~ ~~~~~'RORD.
ARCHITECT
PROJECT
ENGINEER
MAILING
ADDRESS
LOCATION
CONTRACTOR
COMPRESSION TEST RESULTS
MARK
TYPE
GROUTED
SIZE (L,W,D) AREA (SQ. IN.)
DATE CAST
DATE BROKEN AGE AT
TEST
ULTIMATE STRENGTH
LBS. P.S.1.
CHECKED
/02
/6 9'OQ
IC:7 0
<Y0'70
..-
71// J
~
~
?:;J!-
t/57
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION
501(~~-r eT 7/cJ
ASTM TEST METHOD NO.
e 1t19
TIME, &
WEATHER
Z..t./ ~~d -r MIXING ." -~ -+
.,? 0 ~/4v~1 PLANT O~ ""flG-.
TRUCK #
TICKET #
DESIGN
STRENGTH fe
/gtJt)
GROUT CEMENT
PROPORTIONS
(Not Certified by P. T. Lab)
C'SE AGG.
FINE AGG.
ADMIX
MIX #
:.2/
/ I ADMIX
1'~~/~'
C; .t( 0
MIX #
CEMENT
I ~ A..J<-
SAMPLING IN ACCORDANCE WITH , / A-'"
APPLICABLE CODE AND SPEC.? Y ~
DATE SAMPLE RECEIVED --; /1 (., h...;
I ,I
POU~_ ')"'ATION ANO NOTES, 5......... f' {'<- --r;.. IK........
---d~~ F. F..
MORTAR
PROPORTIONS
(Not Certified by P. T. Lab)
LIME
}{ :f" 4<-(<
SAND
~
MORTAR TEMP.
GROUT TEMP.
nt
Ii
I.(~<-
A.; f'rt7'!'
/
It"
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~-u;.e- (~1-w(;- h ~ j-'---::-Y fr~o-t;,-'-'J C< r~ C<~ j
WORK CONFORMS YES ~ NO D
report. by any method. and its transmittal to a third party, by any means. except in run. without the written permission
Certified Report by .
Pacific Testing Laboratories
MR89.1
t performed and/or observations made within the defined scope of the work. Certification shail not be construed to represent
i9n or workability of the specification requirements," AU G 1. 9 1994
DATE
ft1~
rll
~.
I1J
II
REPORT NUMBER CR 106274'
PREVIOUS RPT. NO. MRSl111/
I
LABORATORIES
,
Cf dr<>.
~,~
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-0710
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299. FAX (206) 922-1512
10726SilverdaleWayN.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
REPORTED
BY
REVIEWED
BY
PERMIT
NUMBER
g~1~ 7- /1- "If
DATE 7... k- ,?yr
I S7.:J(;, CERTIFICATE 9f1ds:(,70:::>
&1t:'" NUMBER ,
CSI
MAILING
ADDRESS
ARCHITECT
PROJECT
ENGINEER
LOCATION
CONTRACTOR
COMPRESSION TEST RESULTS
MARK SIZE AREA (SQ. IN.) DATE TESTED AGE AT ULTIMATE STRENGTH CHECKED
TEST LBS. P.S.1.
J+. (t, X (2- z.:f. qj 7-;J./-9r( 7 /0 GuGO 3000' ~
A I 2-- )-. t:/ S- ~.-tl-9f Jj /3~u60 't'7/o ~
{ I ( r';'/(.9~ .;;-f /3'1';-e/U C::fL.
e.;730
i) .., L-
036
5b/Ik+ CT-7/o
1-IY-9r ~~;I~~ .~~
C'SE AGG. 716' FINE AGG.
o Lbs. 0 In. Max. 0 Lbs.
It'17 I;;' 'if
3
ASTM TEST METHOD NO. '!' ~ I :J...31
DESIGN ~ 0 SAMPLE e I
STRENGTH fc -::JC 0- TYPEy)
ADMIX tJ / /~
o Per Sack 0 Per / ~ I yh. .=2.3....L-.
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION
TEMP. & h ~ /1. ..1. DATE
WEATHER () vve'rao T CAST
CEMENT
PROPORTIONS 0 Lbs. 0 Sacks/Cu. Yd.
(Not Certified by P. T. Lab) ~C;
r
TYPE OF CEMENT
: SLUMP
ins.
AIR
%; QUANTITY
j(J//~ Cu. Yd.
K//lt!,~
---
/7
TICKET #
5~/3
y~
~
TRUCK
SUPER PLASTICIZED SLUMP
MIX #
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
VJ :ik -rhe f I4'A~ .
WORK CONFORMS YE~ NO 0
"is report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full. without the written permission
'cilic Tesling Laboratories, is prohibited."
1:ified Report by
~ting laboratories
ual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
of de . n or workability of the specification requirements."
'rtification attests to the accuracy of the results
"~" approval or acceptance of other aS$Ociat
DATE
AUG 16 1994
.' .-."... ,~ ,....,.;~
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/
I
lEPORT NUMBER M R 44191
PREVIOUS RPT. NO, 9-fJ 7' 77
4 rtrs-
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle, WA 98119
(206) 282.0666' FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek Parkway N. #101 . 8othell, WA 98011
(206) 485-4244 . 451-8436. FAX (206) 485-4611
PENINSULA DIVISION
10726 Silverdale Way N.W. #105 . Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
~... TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
MAILING
ADDRESS
5;J."'''7 ,J;,~. C,....tach-,.. fT'
jdZ: 'l~ #. 0/
ATTENTION: ~~. It (111,
aJ'(#nr~,k^ ~-t(.VTc
'9.1? r ~ . PURCH.ORD.
U LPIt. W NUMBER
CONTRACTOR
REPORTED
BY
REVIEWED
BY
PERMIT
NUMBER
g~1~ 1-'/3 - ? {
AUG 1 2 1994
DATE
25~~~~ATE 9f'a5~ C 7OC>
ARCHITECT
PROJECT
ENGINEER
LOCATION
COMPRESSION TEST RESULTS
MARK
TYPE GROUTED SIZE (L,W,D) AREA (SQ. IN.) DATE CAST
c
TEST EQUIPMENT ID NO'S. AND DESCRIPTION50,f' /~5f- C'7=- "'7/0
TIME & d' fJ'(JO ('.
WEATHER ,,{)O .- V - J~"'AV
r
~ CEME~. .!fu>
PROPORTIONS (
(Not Certified by P. T Lab) '3
MIXING J:;=.L f;I .j/
PLANT 1/51-
/
TRUCK #
TICKET #
C'SE AGG. 3IJ o/UJ
'702-
FINE AGG. ~o G:>3~
;J..z Cj L
MORTAR CEMENT
PROPORTIONS
(Not Certified by P. T Lab)
LIME
/SAND
~ADMIX
/'
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
MORTAR TEMP.
DATE SAMPLE RECEIVED
ULTIMATE STRENGTH
LBS. P.S.I.
CHECKED
/:?CiC/C/O
,7Z/,}/C/vO
/d 'ClOd
Cf5Z'
c;#'
~
2C-O
8630
Z 7 VCJ
(!.,/d i
ASTM TEST METHOD NO.
/?
~c3 DESIGN
0;) . 5~TRENGTH fe
ADMIX Ws}~ ~IX #
3j~. /<(lItx~
I""'- :1)CJC)
(Je~ 1e:,
~
~lX#
GROUT TEMP.
"This report is provided for the information of the client
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the res S 0
inspection, approval or acceptance of other ass lated work or a
WORK CONFORMS YES ~ NO D
report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
ctual st performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
esign or workability of the specification requirements."
Certified Report by .
Pacific Testing Laboratorie
MR89.1
AUG 1 6 1994
DATE
...~ 'l.tll"
/;\1,.:
l PfJ,CiFIC TESTiNG LAao
L
\\' ffi n
.~Jr
FJ~-;;- . ,_.~ ",~V
.fAsiSlOl'.j)jlJI~-
11824 North Creek Parkway N. #101. 8othell, WA 98011
(206) 485-4244 . 451-8436- FAX (206) 485-4611
. ,
:~~:)
.PORTNUMBER MR 40977
PREVIOUS RPT. NO. .lit Jfl) 9 7C
"'~"='C"-'~_T.~-",,~,j
BORATORIES
TACOMA OIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA OIVISION
10726 SilverdaleWay N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-0710
LOCATION
~~PO?l:V~ g~1~ 7-tl-9Y"
~~V~;RV\ILS Ru;.f2-"IJ DATE 7--J).0.4
~5~~IJR / n L ,( ~5~~~~ATl!f f oS- (; 700
ARCHITECT 2. ~fe; ~ .
ENGINEER _ __
c. <;; r
PROJECT
~c... e~
/OOtJ I'.? Af/~ AJ!:- d:-,U; I
7?d/vtt-);{ {ft- 7~"O.f
ATTENTION: E C "(...11 . t:lt(;.... 'S~.....J
p:,-.!.;" .e-- ~... ~ -k ~H- V
a 5'<7 /?~. _ J PURCH.ORD. I'
'1.. () <...:.-/f";j ~ NUMBER
CONTRACTOR
MAILING
ADDRESS
COMPRESSION TEST RESULTS
It
8
C-
CHECKED
MARK
TYPE GROUTED SIZE (L,W,D) AREA (SQ. IN.) DATE CAST
'j,
Z'(/j--
2Ycv
~
C6L
C;::1
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TEST EQUIPMENT ID NO'S. AND DESCRIPTION
~,!r;~r er7(O
ASTM TEST METHOD NO. C~ 109
TRUCK #
TIME,&
WEATHER
J:~
5i..v/lL1lv1
15dO
~~~~ OP~ S(~
"""'-
DESIGN . .I 30
STRENGTH Ie F 0
TICKET #
GROUT CEMENT
PROPORTIONS
(Not Certified by P. T. Lab)
C'SE AGG.
FINE AGG.
ADMIX
MIX #
-
LIME
4 ~I--~
yes
., -/']-1'1
~rt-Av
W ~ LC
SAND /
)..{ 5Lve,{ ,
~io
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MIX #
MORTAR CEMENT
PROPORTIONS I > A-J<.
(Not Certified by P. T. Lab)
r
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
MORTAR TEMP.
GROUT TEMP.
DATE SAMPLE RECEIVED
POUR LOCATION AND NOTES:
C- -LI-V-L
S' A """ - r' /-c:....
=t;;: K~ ~ y; r="
c_~V--S ~
WORK CONFORMS y~
, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
Certified Report by .
Pacific Testing Laboratories
MR89.1
DATE
AUG 2, 4 1994
0ln,._ iI!
ffi"'.~---f
/""
i
\
.:PORT NUMBER M R
PREVIOUS RPT. NO. I
;:.
S~~
It;:, ~
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
ABORATORIES
(206) 282-0666 . FAX (206) 282-0710
6-EASISIO
rth Creek Parkway N. #101, Bolhell, WA 98011
(206)485-4244' 451-8436- FAX (206) 485-46 1
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299. FAX (209) 922-1512
MAILING
ADDRESS
7
/000 /.;1~-At/€" JIG:. :Lor
D..t:://e: L/ a I:: LU/t- 7'.,{ 00 (
ATTENTION, h, tic(~-I( 2"- -<. ~--J
?~~fo~ 5~ _~.,;4-L./
13 ~ C'.4L/ CJ cJ ~~~~~'RORD:
ARCHITECT
DATE 7-
CAST
DATE 7-- t 1--r?J?t .
2G~~~~ATE ? '!tJ j 6 7 () ()
, I
~~;t? ."d
PROJECT
ENGINEER
LOCATION
CONTRACTOR
COMPRESSION TEST RESULTS
MARK
TYPE GROUTED SIZE (L,W,D) AREA (SQ. IN.) DATE CAST
CHECKED
-
2905
2 7 i'cJ
~
~
~
033
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION
S-vL(te'sl C/7tO
~~;+~ER ). ~cx::>?~ 5 ~ I
GROUT CEMENT ~
PROPORTIONS r ( D
(Not Certified by P. T. Lab) ',0
~ {() ~~~~ f t)f TICKET #
C'SE AGG. 1i FINE AGG. 11:.
(OG~ 21 b7
TRUCK #
ASTM TEST METHOD NO. e /0/ J
17
~05d1
DESIGN 1. z-Oo
STRENGTH~ ~(J'
ADMIX
MIXilll1 3{ S-
MORTAR CEMENT
PROPORTIONS
(Not Certified by P. T. Lab)
LIME
SAND
ADMIX
MIX #
DATE SAMPLE RECEIVED
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
MORTAR TEMP.
GROUT TEMP.
7to
POUR LOCATION AND NOTES:
Lr A../ ~
~ ~ ~.-e?
"
($"'-.
WORK CONFORMS YES ~O 0
, by any method, and rts transmillalto a third party, by any means, except in full, without the wrillen permission
est rformed and/or observations made within the defined scope of the work. Cerlification shall not be construed to represent
desi or workability of the specification requirements:'
Certified Report by .
Pacific Testing Laboratories
MR89-1
AUG 2 4 1994
DATE
REPORT NUMBER
DR
07617
/77-1,,0 Lvi "1
PENNINSLUOIV1S~,!
PO Box 505. SiveJdaI., WA '
(206) 698-0650. FAX (206) 485-4611
MAILING
ADDRESS
I
/"G.>CJO 1-.2<; AvE.. dE. 'tfi!- A:!J(
'3cLi.€.;..I<<..e. u 1;4.- 9<(500 r
I -
)It,~c-~ e-u..
j ;~~Ji'..J
S.:k~~
PURCH. ORD.
NUMBER
ARCHITECT
DATE - 9- 1
DATE 7--( I-~
/ 5',,22 2G5~~~AT~1;1 (7'"
p]I /(c ;..-..-..-!
.
C:-~I#LS
C.5!
ATTENTION:
PROJECT c;3r~-'V'v ~-:::1-c-""
LOCATION CJ '3 % ~ e. L-o Co(.)
ENGINEER
WORK DESCRIPTION: O.u - -t d_h - ,.7;1:'., . ;fl.;;,-
tj To ~ Lo...J~) c..... 5" (A~4 ,4P/'ro.w-.) hi! p/A-<..d /,U
<6" -rd (2-" L I {its ~ '" d r P> h- 0 4 "- -f -e~<L w,1 5' c"' /.J!. p'-O 10__1 f..L t/ / b ~ Q.. f,....,~
-f=({,,---Y/ AtL-;-~-f- fA-'5'.s~D }/tlAJI.M.I.t"" ~~Pi./..~(-~-.J ~~4-t'r"'~~
CONTRACTOR
INPLACE DENSITY TEST RESULTS
TEST
S~;C P/F
I
E LIPc-
~ f> LljVe-
GAUGE STANDARD: MS
LAB METHOD: W 01557 0 0698 0 Rice
'2 SAMPLE 1.0.
PROCTOR VALUE
'3 SAMPLE 1.0.
EQUIPMENT IDENTIFICATION AND SiN (AS APPLICABLE) "3'/ J.!O >:IF /8 3' 7 '{
PROCTOR VALUE
WORK CONFORMS YE~ NO 0
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
by any method. and its transmittal to a third party, by any means, except in full, wnhout the written permission
"This certifica:!ion attests to the accuracy of the resuh
represent inspection, approval or acceptance of other
t if rmad andlor observations made within the defined scope of the work. Certrtication shall not be construed to
of sign or workability of tho spocification requirements.'
DATE
JUL 1 5 1994
DATE
DR 93.2
i L.;
','
..",..,w,~.. '~_'_."'_ "" ..__
(
~ j '~, ,/
/
~;~ REPORT NUMBER LR 0 8 9 51 7
PREVIOUS RPT. NO. M R- 44- 2.44
.:: "1 J
-'; i i::;: i j. (,
_i.~ld.~. ,)C}L tl
j 'J '
:f Lt..~~_,~, ~ 1
iP'1CP" -r~T'~ DA 'CIFIC
1~~__, r~'J I!.:;;; fNG L~.90Rj.\'Tr ~,~J-1
~Y:~~~.~~~~~'~~t~~~~;::j
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIDE DIVISION
11824NorthCreekParkwayN.#101-8othell,WA 98011
(206) 485-4244.451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922.1512
PENINSULA DIVISION
10726SilverdaleWayN.W. #105. Silverdale, WA 98383
(206) 698.6650 . FAX (206) 698.6648
SAi=6(....}A"( I ~ C. I CON S"Tr(,.U(.. T, 0"-1
\ OCD J 24 1J:l AVGiVUG- N f
r3>~LLE\Ju~ I W/4 qiOOY-
ATTENTION: H II (. i-I E-LL :r C i4 fJ SO t-J
DE-P,.
j,t; 2.0 I
REPORTED ,...,
BY r2... c; l ~ATE (- '6 -""t t.t r::n...1
~~VIEWED ~ . _ _ATE JUl 1 5 199L.
PERMIT (~"l."" /' CERTIFICAT&-l. 40 r: I' _
NUMBER "7 '- ~ NUMBER' J - ""' , () D
ARCHITECT 0'1' l<- G....../lrt.J
MAILING
ADDRESS
~iC.f:' M ';-n;'( 0 V SA f:"GW A '-f
~~ C-A.......OLJ A"F-
LOCATION f3 fl,\;,..,,\ r:..rz- (~J,J I ~I A
PROJECT
ENGINEER
c,.. (2..1 ~ 8;. S
PURCH. ORD.
NUMBER
CONTRACTOR
Co.S Z,
Af2.(2lv{;.{) Dt\J SITi:: r;:orz. eMU L'P.'l CrT2.t)UT PLA-c..~i:-N7
A~o l2t;;'S-r~c;c<. INS~.c;,c..-rICt-J.. C-f?.{')u1' PL.AC.J;.-fV'I~-r f2E<;C.H~I)1 [:,-/)
Fon A LA-rE12..0A-T&. POSSIC3.L'1 LA-rE-n. P.M. TOO~'1. P"TL' To
BE ~OT( ~l G-O a;:: '(ME. R.~s TEE-<... l"-l SPE<.. "Tk--O Pl.-I #\.1 { 5 N td LN A
i~( LN A A-NO LN G,. iN SPE-c.'TE:-Q To APPrLOVE-D PLAr-J Dl?7AtL S
\q/S '(- I 18A/S 4-. QEST~r--L ~6U(\.JC N 0'7 To (,.0,..., ~n_M Pr"'f Ti-4 l S
,'ME:. Co fo..) 7 (2-I>r-C,.-,on_ /l.JC'i,:"....{E-Q OF Coit-n..G-c..-{cO~~ To 6e- MAOG-."
10 lSE (2E-l N ~ P~~fi..O A-r A Lt1 (is-Q D/~~~.
ASTM TEST METHOD (AS APPLICABLE)
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
WORK CONFORMS YES 0 NO ~
'This report is provided lOt" the inlormation of the client only, The reproduction of this repoll, by any meth
of Pacific Testing Laboratories, is prohibi1ed." n... S 30 ( ( 0 , ( C) J . 0 (-4
"This certification attests to the accuracy Of the results obtained from the actual test perlormed lor observa
inspection, approval or acceptance of other associated work or a warranty 01 design or we ility of the specifi
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
itt 0 a third party, by any means, except in full, without the written permission
17 ( 1-(4 '15(,1
it ' the defined scope of the work. Certification shall not be construed to represent
equ' ments."
DATE
JUL 1 ~ 1994
LA 89.2
t_;M~..~~ .:":-'.
;';;, .. . ;/
[i ;; ,." ._.~~,..~jL.~, J~l
IWjr-):~"~ v II II i
I "&",b~;~;;; 'v "::-;;_..) iJ ,
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i,~....:......"..::.._,..:;..~~.;..._~-""__._;;,.~';...:.:.-.=.7:~~::......~_ '~""\' ..... r-~_~!....;.v ;
EXECUTIVE OFFICES -~--~._....; EASTSIDE DIVISIClII
32571611Avo W . Soallle WA 98119 11824 North Crook ParkwayN. #101' Bolhel, WA 98011
(206)282.0666 :FAX (206) 282.0710 (206)485-4244 .451-8438. FAX (206) 485-4611
.'
J
REPORT NUMBER 0 R 0 2 8 3 7
PREVIOUS RPT. NO. f)Q 0'2.. '8 ~ G.
'SHEET 2. or:: 2...
TACCMA OIVISIClII
2402 Paciic Highway E. . Tacoma, WA 98424
(206) 922.9299' FAX (206)922'1512
PENNINSUlA OIVISIClII
P.O. Box 505. Siverdalo, WA 98383
(206) 698-6650' FAX (206) 485-4611
SAI=c;.UA"i I t.JC. Cn/v<;Ttz.UCTIC>N DEPT.
IDDO 12.4 -r:ti AVr=NUr=. Nr;" ~2-();
l'3EL.U:;'vu{;., WA q~60Y.
ATTENTION: MtTC)..(~LL. :r()~N'SON
R12.~MEr2..TOtV c.;A~~w~'t
9311 CAL.<"O w A VL PURCH.ORD.
132.l;1'VIr;.n.TQIV, W~ NUMBER
REPORTED
ByT2 S~ DATE "7-;<.-Q4 t=.Q.t.
REVIEWED 11 _ -~ JUl 1 r 4ftftl
BY ~ DATE ~
~Q~~~R I t:; 2.:2 c... 2Q~~~~ATEq4-0S" - (.,""700
ARCHITECT 'j}'1t:.E-MArJ
ENGINEER G-a,r=Fl?5
CONTRACTOR e. ~ J.
.
MAILING
ADDRESS
PROJECT
LOCATION
WORK DESCRIPTION: J=DR NOTE'!i ADDI71DNAL ,[;-<..,5
;
REFEf2. !2EPOQ.c DR- 02~3c.. DA7T;f) 'ToOA't..
AivO LOCA7JDNS
c;,J.iE.ET J o~:L
INPLACE DENSITY TEST RESULTS
TEST LOCATION WET DRY MOIST * COMP SPEC P/F
DEN. DEN. % % %
11 ,:, S... S-'O Ea;v 7 r-r l-:Z' /51.. .'1 r3i'. ~ ID,} :L Q2,7 <15 f
J2- &::.O.,j. 5', S' &-t.Gv g &:.7 l,z 11..J<t,q )37:) '.2 :L 97.(" 9s- P
)3 e:.~ - S.o lEl..{;-v IO~7 12" J~.-S r:fl. ~ 7,~ :2- 99,'l.. !qS P
Jlf c.. S' - $,0 8.E-v 9,5 P? lZ" 14-~,'5 13~,b 7.S :z.. 9s.g qS P
GAUGE STANDARD: MS 4 '-fD os ?'D 7~ '1 SAMPLE 1.0. /),.., t.J PROCTOR VALUE ,'7.,' ~ 'if, 9' ~C'1
LAB METHOD:!J6 01557 0 0698 0 Rice '2 SAMPLE 1.0. ,00'1 PROCTOR VALUE ) '+C {~ S':,
ASTM TEST METHOD (AS APPLICABLE) D::LCj 2'J- '3 SAMPLE 1.0. PROCTOR VALUE
EQUIPMENT IDENTIFICATION AND SIN (AS APPlICABLEl7 RDxLm ~ 4-1 J
S""1tJ ~O~ 7
WORK CONFORMS YES ~ NO 0
"This ".port is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party. by any means, except in full, w~hout the written permission
of PacifIC Testin9 Laboratories, is prohbited.'
'This certificalion attests to the accuracy of the resu~s obtained from the actu ert d and/or observations made within the defined scope of the work. Cert~ication shaJl not be construed to
represent inspeaion, approval or acceptance of other associated w arr ty '9n or workability of the specification requirements.'
DATE
JUL 15 1994
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
DATE
DR 93-2
.1 ,-
j ,.
H J ,
i PACJRC-:;:;;;:;;:~~-::7j J
~^.,_ j I.;j.- U. .~..ORAI"';"i"- f
- ~~"'::':BACIFIC
EXECUTIVE OFFICES
325716hAvo. W.' 5o.I1lo, WA 98119
(206) 282.0666' FAX (206) 282.0710
EASTSIDE DIVISICN
11824 North Creel< ParkwayN. #101 '8olhel, WA 98011
(206) 485-4244 '451-8436' FAX (206) 485-4611
REPORT NUMBER DR 0 2 8 3 6
PREVIOUS RPT. NO. LR O~ <; 17
'SHE.ET' t o~ 2
TACa.4A DIVISIO'l
2402 PilCiic Highway E. . Tacoma, WA 98424
(206)922-9299' FAX (206) 922.1512
PENNINSUlA DIVISIO'l
P.O. Box 505 . Siverdalo, WA 98383
(206) 698-6650' FAX (206) 485-4611
~~PORTED1. ~
REVIEWED
BY
~D~~~R ''S 2. 'Z.. C.
ARCHITECT D'i ~C-""\ t}toJ
ENGINEER (,...a..I~l=--G-5
CONTRACTOR e. <; '.
DATE t - '? -9. 4R21
DATE~
~O~~~~ATE q 4-05- ~ 10 Q
MAILING
ADDRESS
C:;AF~L)A""" IIUL COIUS('~Oc... -r f DN f)EPT,
)000 1l..1..J. T!:! AV~ Nu~ N r; CI:?OI
~G("LEvu~ J WA 91?06Lt
ATTENTION: Hi T l.. ~ E::c..l cTC'\ j..,f ^-J S t> "-l
PROJECT B12.!;.ML~LON SA~&-WA"'"t'
q 3 g C&1L.I.O /,.J A liE PURCH.ORD.
LOCATION At2..f2rvl ~ -r D ,J, lJJ A NUMBER
WORK DESCRIPTION: eN Sl"""~ To PE12s:crz.l"\ [kJ PI-A c.1:: DF;"-JS I...., 'n;;c;-r S l.J S\NCr--
A F='IEL.D }JUc..LIS-AI2. nr::-fVSoME-7(;..f2.. MA'7r:..n../r-JL iMPOa...-rED 54tv0'1/S11_"'f"'tl
W./SOME Co"BC>L~~.i ?LAC.ro )t-J l~l' \..1~-rS. c..onPA-(.""'(&O V(4.'5E:L~
?lGOPEt.L€-O V,(3r2A-rlr-.JG- RCI-LGa.. AREA -rE;~{&:-G 1..N 4',B To LN ~
4ft
Be1'w~Gf.J l-N #-l TO LlV [; . NlYTE.: f3iG-G-fd2 14b~V~ \GoLt...t:.-Q.. At'<.(2IV8) C'!N
C;iT~ TI..H 5 A. H.
J f? NO,
NCYTE... TESTS THR.U 7 LESS Co8RL6-S lIE. 50 T T?l ~u t2.f:-r'l A-, NO r:;tz. MORE CoI38LE.S l-E-~~ SA
.
-.. INPLACE DENSITY TEST RESULTS
-
TEST LOCATION WET DRY MOIST * COMP SPEC P/F
DEN. DEN. % % %
, e ~ .,.. 5'. s- f;; L./C V 9. 0 ~T ,"1." IY"3..] \31.4- AJ ) q<1,~ c;s f
.
2. Cr.4- J- If, 5 G'- E-v i? t; ET '2." i 4'2.,0 \31,<- 78 I qq\~ qC; P
s E .0 or s: ~ G(..Ev ~ . () ~7 ~Zil lif 3. J I 3,-..s i.6 } 100f qS l'
4 1='. 0 .. 5. so G(.. 6-v '"'. 0 i=- 'T 11.... 140,2 n I .:) ",~ 1 <i9J qs f
~ 1:=". S" <I" S. 0 G-t.. E-u '1.0 F7. i"2.1> 14-4-, It 13LO 1D.4 I Cf'l.5 qS ?
L. J:; ~ ~ 5. 0 E-t..Gv lJ.O r;:.7 \ -z." tY:S.S" t '3'28 ~,4- 1 lOOi' <is- F
7 r;;. ,'2 .... S". 'S EI...E.\J 10.C:> 1=7 'Zoo 14-(g~ J32.'1 ID.l. I lCC -t CIS P'
.g (;..5.... S.Q El.-G v q. 'i' [=., \-z.... \5J.~ \3~,' lO.2. 2. CfCJ.2 Cf5 P
q Fs....S,O GLE-\1 8.0 r:-r 1Z.1I 'Si, s 1,17 .7 Cf.o .2.. 9g,G. '15 F
)0 F.e .....5', 5 E-L-cV 1.0 F=-T, 12" IS,5 , "37. 3 q,(,. 2- 97.t. crs p
GAUGE STANDARD: MS 440 OS ~07'X '1 SAMPLE 1.0. ~ no 1..\ PROCTOR VALUE I-:z..J ~ 8,'\"7';)
LAB METHOD: Ia 01557 0 0698 0 Rice '2 SAMPLE 1.0. ,00<1 PROCTOR VALUE /LfCJ.4. 5.7
ASTM TEST METHOD (AS APPLICABLE) n ? q "2- '2.. '3 SAMPLE 1.0. PROCTOR VALUE
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
SIN 'B C (..,
WORK CONFORMS YES W NO 0
"This r"P"rt is provided for the information of the client only. The reproduction of this
of Pacific Testing Laboratories. is prohibited: a ':> ~ 0"-1 \ I
"This certification attests to the accuracy of the r&suhs obtained fro e actu est perf
represent inspection. approval or acceptance of other associat ark or a anty of
, by any thod, and ~s transmittal to a third party. by any means, except in full, wrthout the written permission
I. ~lt. ,... c..<.. TVLI<WtM... 'DR CY2. 'l:lC,. - DR <:) '2. ~ ~7
andlor observations made within the delined scope of the work. Cert~ication shall not be construed to
n or workability of the specification requirements."
JUL 1 5 1994
DATE
DATE
DR 93-2
Seattle
Bothe/l
Tacoma
Sumner
Peninsula
Portland
One Lab.
One Consultant.
One Solution.
Eastsioe Division
71824 N. Creek PJcwy
N.
Suit" 101
Bothe/I, WA !J8(}11
U.S.A.
Tel: (206) 485-4244
Fax: (206) 485-4811
Be/levu,,: 451-8436
Pacif
Testing
! U Iff! Iff'" - (
~........;;.--,fB'j
JUL J J JOnk .MilUt
""';:}4 ti/ j;J 111
. L...J'/ i:
I
lESTwo !
lABORATORIES ..
Laborato
July 8, 1994
Certificate No. 9405.6700
Page 1 of 5
Mr. Mitchell Johnson
SAFEW A Y INC CONSTRUCTION DEPARTMENT
1000 - 124th Avenue Northeast, Suite 201
Bellevue, W A 98004
Subject: Bremerton Safeway
Dear Mr. Johnson:
As requested and agreed, Pacific Testing Laboratories analyzed the material sampled by a
representative of Pacific Testing Laboratories (see DR01218) for proctor and sieve analysis.
Material testing was performed in accordance to ASTM D1557 and C 136/D 1140. Test results
conform to applicable specifications unless otherwise noted. Please refer to Table 1 on Page
2 for test results.
This report is provided for the information of the client only. Reproduction and transmittal of
this report, or any section of this report, to a third party is prohibited without permission from
Pacific Testing Laboratories.
If you have any questions, please contact us at (206) 451-8436 or 485-4244.
Approved b: Matthew A. Miller, P.E., Eastsid
o PRINTED ON RECYCLED ,;::lj,:::;E'~
,
~
('-'
\,
Pacific Testing Laboratories
Engineers · Consultants · Scientists
SAFEW A Y INC CONSTRUCTION DEPARTMENT
Certificate No. 9405.6700
July 8, 1994
Page 2 of 5
Table 1. Test Results
...... .........--...., ,...,.... .....'.............................
...... . ....... .. ...... ....................... ..................
... ........................'........................................... ..'.-....,................................... .........-........... .... ......
029.02-.01
72
139 5 pef
126
460
434
106
RED BROWN SANDY
GRAVEL SOME SILT
.:~
PAGE 4 OF 5
Certificate No.:
Client:
(-
9405.6700
SAFEWAY INC
===============================================================================
-------------------------------------------------------------------------------
Sample Data
-------------------------------------------------------------------------------
Location of Sam~le:
Sample Descriptlon:
USCS Class:
AASHTO Class:
BREMERTON
REDBRWN SANDY GRVL SMSILT
GP-GM Liquid limit:
A-1-a Plasticity index:
NA
NP
-------------------------------------------------------------------------------
Notes
-------------------------------------------------------------------------------
Remarks: ASTM C136/D1140 ID#.029 % PASS #200 (3/4): 12.6%
Tested by, date: JV,7-8-94/'l- -~
~:~~~!_~~~-~:~:~----~~~~~=~=~~~--_:~~:_~~::_-----------=-----------------
Mechanical Analysis Data
-------------------------------------------------------------------------------
Initial
Dry sample and tare= 28541.23
Tare = 0 . 00
Dry sample weight = 28541.23
Sample split on 0.75 inch sieve
Split sample data:
Sample and tare = 2564.85 Tare = 0 Sample weight = 2564.85
Cumulative wei~ht retained tare= 0
Tare for cumulatlve weight retained= 0
Sieve Cumul. wt. Percent
retained ,finer
3 inches 0.00 100.0
2.5 inches 777.50 97.3
2 inches 1079.50 96.2
1.5 inches 2090.50 92.7
1 inches 3263.00 88.6
0.75 inches 4488.50 84.3
0.625 inches 118.70 80.4
0.5 inches 339.10 73.1
0.375 inches 531.20 66.8
0.25 inches 773.40 58.9
# 4 920.60 54.0
# 10 1238.60 43.6
# 20 1438.00 37.0
# 40 1652.10 30.0
# 60 1937.10 20.6
# 80 2070.10 16.3
# 100 2131.10 14.3
# 200 2240.40 10.7
-------------------------------------------------------------------------------
Fractional Components
-------------------------------------------------------------------------------
% + 3 in. = o. 0
% FINES = 10.6
D85= 19.72 060= 6.683 D50=
D30= 0.4169 015= 0.15668
% GRAVEL = 46.0
% SAND = 43.4
3.548
'---'~~..,~_.~:.:a.:l.'.>ft"'I-:,c
REPORT NUMBER 0 R 0 72 7 0
PREVIOUS RPT. r(;cF--4 4- 2. 43
LABORATORIES
EXEClJTIVE OfFICES
325716hAvo. W.' S.alllo, WA 98119
(206) 282.()660' FAX (2061 282'()71 0
EASTSIOE OIVlSIOO
11824 North Crook ParkwayN.#I01 . 9011101, WA 98011
(206) 485-4244 . 451.a436 . FAX (206) 485-4611
TACOMA OIVISIOO
2402 Paciic Highway E. . Tacoma, WA 98424
(206) 922.9299' FAX (2061922.1512
PENNINSLtA OIVISIOO
P.O. 90x 505, Siv..daIo, WA 98383
12061698-6650. FAX 1206) 485-4611
PROJECT
LOCATIONQ3 ~ooldQo~
DATE III i.[1J
DAT~UL 0 8 199~
CERTIFlrAl1ltl. I ~ - / 10
NUMBER'~~~ I C)
;::::::Tj)~~ ~
CONTRACTOR ~~~
~~PORTED W ~
~~VIEWED )) .~
~D~~[R \~3G'=
MAILING
ADDRESS
INPLACE DENSITY TEST RESULTS
/
P/F
TEST LOCATION
p
GAUGE STANDARD: MS f.:, ..,
" SAMPLE 1.0. C>;).
PROCTOR VALUE
~z.
LAB METHOD: ~'557 a 0698 a Rice
ASTM TEST METHOD AS APPLICABLE :z.Cy2..'Z_
'2 SAMPLE 1.0.
PROCTOR VALUE
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
PROCTOR VALUE
WORK CONFORMS YES Cl NO IliIO
by any method, and its transmittal to a third party, by any means, except in full, without the written permission
. pe armed and/or observations made within the defined scope of the work. Certification shall not be construed to
t design or workability of the speciftcation requirements..
DATE~UL 0 8 1994
DATE
DR 93-2
Nll
:'1
P'D n.
.=PORT NUMBER M R 4 4244
PREVIOUS RPT. NO.D'i2- D I ?7 (:)
.-.." '-'.1".' .~
';/ ...-.... ,", '.'''-''-.
[WD,!
~'I 1I
L: .. ~~..: .;_.. .'-'.-.......-.., -
~ r:ClIClrl" IT;;. Tn'jG; ,~: ....0' ,.,-n
;'. ~.~.s-~=~~~.'.~~ \:~~~~~ 'r~
'.
EASTSIDE.DIVISION
11824 North Creek Parkway N. #101 . Bothell. WA 98011
(206) 485-4244 . 451-8436. FAX (206) 4B5.4611
ATTENTION: ~
PROJEC~~ sa.\5L L. )~
eJ-:>8 Q Q Q..... . PURCH.ORD.
LOCATION ~ (), utI )P NUMBER
TACOMA DIVISION PENINSULA DIVISION
2402 Pacific HlghwayE. . Tacoma. WA 98424 10726SllverdaleWayN.W. #105, Silverdale, WA 98383
(206) 922-9299 . FAX (206) 922-1512 (206) 698.6650 . FAX (206) 698.6648
~~PORTED ~l ~ ~ g~1~ -=zJ --, ~ q Y
~~VIEWED ~ ,~ DATE AU6 0 5 1994
~E~~~R \S~b ~5~~~~1XfEt~ -6 ;Q-)
ARCHITEC~ )\ " ~ Q-"-".
ENGINEER ~A..... A{....--'l
CONTRACTOR c.. S:.. \'
COMPRESSION TEST RESULTS
. -,}
MARK
TYPE
GROUTED
SIZE (L.W,D) AREA (SQ. IN.)
DATE CAST
DATE BROKEN AGE AT
TEST
ULTIMATE STRENGTH
LBS. PS.I.
CHECKED
\
'2
"Y'Z00CJ
"U/OG-<J
260
''315'0
3/20
C4---
t4Z'
C;;a
032-
TEST EQUIPMENT ID NO'S. AND DESCRIPTION
cC\i \ 1)
ASTM TEST METHOD NO.
c.. -~ IO/~
igqC
MIXING
PLANT
TICKET #
II
On +zq
DESIGN
STRENGTH fe
2~
TIME,&
WEATHER
Ll qJ\
TRUCK #
GROUT
PROPORTIONS
(Not Certified by P T Lab)
CEMENT ::::rr=
~4S'
C'SE AGG. ..3 lea
50&'0
FINE AGG.
20600
ADMIX, ci2- MIX #
~1!,~ 33't
MORTAR CEMENT
PROPORTIONS
(Not Certified by P T Lab)
LIME
SAND
ADMIX
MIX #
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
MORTAR TEMP
GROUT TEMP
DATE SAMPLE RECEIVED
CL.-r
,,~l
Certified Report by .
Pacific Testing Laboratories
MRB9.,
WORK CONFORMS YE
"This report is provided for the information of the client onl
of Pacific Testing Laboratories. is prohibited."
"This certification attests to the accuracy of the results 0
inspection. approval or acceptance of other associated
of this report. by any method, and Its transmittai to a third party. by any means. except in full, without the written permission
aclu I test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
o design or workability of the specification requirements."
DATE
AUG 0 9 1994
o
~
rn
.'
.=PORT NUMBER M R
PREVIOUS RPT. NO. C Q
44243
\dlD 2;
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle. WA 98119
(206) 282-0666 . FAX (206) 282-071 0
EASTSIDE DIVISION
11824 North Creek Parkway N. #101, 8othell. WA 98011
(206) 485-4244 . 451-8436' FAX (206) 485-4611
LABORATORIES
~~
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 Silverdale Way N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
REPORTED
BY
REVIEWED
BY
w~~ g~1~ I
~/~TE AUG
~E~~I~R \.:::s?f2-b ~G~~~~~S-G.l 06
ARCHITECT ~ \~()....)\r\,
S~ \R~
c..~t
MAILING
ADDRESS
ENGINEER
LOCATION
PURCH, ORD.
NUMBER
CONTRACTOR
COMPRESSION TEST RESULTS
"
"
3.
CHECKED
MARK
TYPE
GROUTED SIZE (L,W,D) AREA (SQ. IN.) DATE CAST
2.
3
"
~
c--::z
~
oJ/
c\ II [)
ASTM TEST METHOD NO,
c.'?'9o
TEST EQUIPMENT ID NO'S. AND DESCRIPTION
TIME, & Ql
WEATHER Q 0-.0
TRUCK #
-
1S",c
\ ~DO \~ ~~~~$ on [) ~ k
TICKET #
DES I G N I 0........-...
STRENGTHfc I L.I'-LJ
GROUT CEMENT
PROPORTIONS
(Not Certified by P. T. Lab)
C'SE AGG.
FINE AGG.
ADMIX
MIX #
-
MORTAR
PROPORTIONS
(Not Certified by P. T. Lab)
CEMENT
\~'f:::..
~\C
SAND
2. I ~6LJ~
ADMIX
MIX #
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
MORTAR TEMP.
N~
GROUT TEMP.
l ~~!OJ.., ~ bl~HL\r
lb\o ~ ~
\"2
L~ q L~ ..
~J- ~JY.
~~~
~.l.
Certified Report by .
Pacific Testing Laboratories
MR89-1
-"
WORK CONFORMS YE~O D
./
"This report is provided for the information of the client only. The r 0
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the results obtaine ro the ae
inspection, approval or acceptance of other associated work r a arr
eport, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
est pe ormed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
. n workability of the specification requirements."
AUG O!J 1994
DATE
~IU" g' :nn/l
L:. Ii - ;:-.:~!l-~
J 1- '...; .
LABORATORIES
~~
b-..'-.-.....~... ""';"'__ .., .......,., ,<--::~ .~.~_o:. '.-::z_"~c:"",:,.'.~'~~"",:-"':"''''.;;,1-~."';'':''.
li\ 0 n, m
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle. WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek Parkway N. #101, 8othell. WA 98011
(206) 485-4244' 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922-9299 . FAX (206) 922-1512
:EPORT NUMBER CR 1 0 9 0 2 7
PREVIOUS RPT. NO. L/<../" ~ c 71
2i:.- tffr5@J'
(~~
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105, Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
DATE "7. ~q
CAST ~"""...J- {
BY - DATE 7-Q-Q.L(
~~~~~R /532.6' . 2~~~~~AT"~37r~
ARCHITECT 2,~--..J
ENGINEER __
CONTRACTOR c::. s /
MAILING
ADDRESS
LOCATION
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. P.S.1.
CHECKED
~
,
.i-//7S-
s-=
L)'3'2:Y
~
C6Z-
TYPE OF CEMENT
$(;7
f
RIPT10N ~ff..~v C:;-7/o
~1~ 7-=>'- 'J{ ~IXI~~~t;/LPt .f
C'SE AGG.. * FINE AGG.
~LbS. 0 In.. ~ ~LbS.
ItJ~~ /:l~-;
; SLUMP I '
~O ~ 'Ii SUPER PLASTICIZED SLUMP
030
TEST EQUIPMENT 10 NO'S.
TEMP. &
WEATHER
.~~!~;~S.9
.- ~i~k~~TH fC~ ~~:L1~~~~....e' c:; /
O::SOOk De" ~ :n~z-
%; QUANTITY 6 /C
",
MIX # 5..<?,...t{ ~i C).
'---..,
".
CEMEN
PROPORTION~s. 0 Sacks/Cu. Yd.
(Not Certified by P T Lab)
--
ins.
AIR
Cu: Yd.
TRUCK
"---~
TICKET #
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
Ah
. \
WORK CONFORMS YES,B NO 0
"This report is provided for the information of the client only. The reproduction of this report, by any method, and rts transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the results obtain
inspection, approval or acceptance of other associated w or
rmed a'ld/or observations made within the defined scope of the work. Certification shall not be construed to represent
WOrka?}I.lty'Of the specification requirements:'
Certified Report by
Pacific Testing Laboratories
CR89-2
DATE
AUG 09 1994
~'l""""~""""'~;-;-':'''::--:''"";:.::'"':~~~~''':"":,,,,'~-:-'-~''':----''---:_~'''''."'};;:
~nn ~ 0
li!\::!c"~'::-
i' ;, I' ]
i uVjlj~t. ! I e
{; ;:
~ ',;
[
"'.......,...".........;.."'-.. ~ .
;-.\ "
"-'(',-::--==--:-=:::~-"::::.;--
REPORT NUMBER 0 R 0 7616
PREVIOUS RPT. No.Ct</dft:>;17
l~~:":~~!:;.::~~:(~'~"_',_.__ '_'._
EXECUTIVE OFFK:ES
325716flAv., W.' Seollle, WA 98119
(206) 282-0666' FAX (206) 282.0710
EASTSIOE OIVISIC\'l
11824NorthCreekp.,kwayN.'101'Bolhel, WA 98011
(206) 485-4244. 451-a436. FAX (206)485-4611
~5A-~'~-I- ~~ ~J..:)~Tv~
~~b~~~s S. . 0 C5 l'2-~A-1/E tJt:: Sic: Zc)/
-G4-T7Z--E 00-ft- 9?/ (9
ATTENTION, 'L-;-r;;:.k2 ,~.. L... ....,..J
PROJECT 'B t-e..~..ev -rtt)~ 54 fc Wi4 ~
LOCATION 9'S <6 ~~e-<..J ~~~~~RORD,
S;(~
TACO'.1A OIVISIC\'l PENNINSUlA OIVISIC\'l
2402 Pacific Highway E.' Tacoma, WA 90424 P.O. Box 505' Slverdale, WA 98383
(206)922-9299' FAX (206)922-1512 (206) 698-6650. FAX (206) 485-4611
~~PORT<t"L ~Lf-oATE 7- 07'(
~~VIE"l).. <NS fj;,'" Et DATE +- '\ 4 'f
~5~~[R ,~~ ~G~~~~~~~ 6Tc>~
ARCHITECT ,?~K~N
ENGINEER ~_
CONTRACTOR ~~I'
COMP SPEC P/F
0/0 0/0
GAUGE STANDARD: MS "~DS
'1 SAMPLE I.D,
2-
PROCTOR VALUE
t :!"!_
" 'Z-
LAB METHOD: 01557 0 0698 0 Rice
'2 SAMPLE 1.0.
PROCTOR VALUE
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
PROCTOR VALUE
ASTM TEST METHOD AS APPLICABLE
WORK CONFORMS YES 0 NO Ii
'This r~rt is provided for the information of the client only, The r 0
of PacifIC T""tin9 Laboratories, is prohibited.'
'This certification attests to the accuracy of the resu
represent inspection. approval or acceptance of ot
DATE
JUL 1 5 1994
DATE
DR 93-2
~~
,~( n . ~ ~--.o;;--.>:",
~LU...-J~"j! i11!
,. ! 8 ~ ! II) l~ ~
,JUL q . if j
REPORT NUMBER LR 101218
PREVIOUS RPT. NO.~ 0 7,( (~
;l Hr--'5
EXECUTIVE OFFICES
3257 161hAve. W.' Seattle, WA 98119
(206) 282.0666' FAX (206) 282-0710
EASTSIOE DIVISION
11824NorthCreekParkwayN.#101'Sothell,WA 98011
(206) 485.4244 . 451-8436 . FAX (206) 485.4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922.9299. FAX (206) 922-1512
PENINSULA DIVISION
10726 Silverdale Way N.W. #105, Silverdale.
(206) 698-6650 . FAX (206) 698.6648
~~-
/06C') / l' Ac/E:: AlE -#';z.of
3dle.(JVl~i/ I-UA 91001
ATTENTION: Me e..C.(.i( ~~~ s.soAJ
1? (/' ~ ~ -to,,,- ~ f~ c.<.J Po y'
f
93 '6 {'ALl C/c-U ~~~~~RORD-
MAILING
ADDRESS
PROJECT
ASTM TEST METHOD (AS APPLICABLE)
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
.A.J/ A-
WORK CONFORMS YES ~
"This report is provided fur the information of the client only. The reproduction of this report
of Pacific Testing Laboratories. is prohibited:
o and its transmittal to a third party, by any means, except in full, without the written permission
rvations made within the defined scope of the work. Certification shall not be construed to represent
specification requirements:'
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
DATE
DATE
JUL 1 5 1994
LR 89.2
"
Seattle
Bothell
Tacoma
Sumner
Peninsula
Portland
One Lab.
One Consultant.
One Solution.
ElIstside Divi$ion
11824 N. Creek Pkwy N.
Suite 101
Bothe/I, WA 98011
U.S.A.
Tel: (206) 485-4244
Fax: (206) 485-4611
Be//evue: 451-8436
Penifl$uJlI: 698-6650
Pacif....
Testing
('--~
~ ill U " :.:'.
iI ::. -'~
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II '. '. _-~I.'-'- ...."."_.._"-,,...;. : d : I
~ ~ 1 ~ ' , " 1
1\/'11 i IU,'L ; j ,UqLi ; I U i
IL'V I I..h.t 'w
I! _.y_..... ... _ J
Laboratories
PACIFIC TESTING ~SORATORIES
July 5, 1994
Certificate No. 9405.6700
Page 1 of 5
Mr 0 Mitchell Johnson
SAFEW A Y INC CONSTRUCTION DEPARTMENT
1000 - 124th Avenue Northeast, Suite 201
Bellevue, W A 98004
Subject: Bremerton Safeway
<;\
Dear Mr. Johnson:
As requested and agreed, Pacific Testing Laboratories analyzed the material sampled by a
representative of Pacific Testing Laboratories (see LR05560) for proctor and sieve analysis.
Material testing was performed in accordance to ASTM D1557 and C136/D1140. Test results
conform to applicable specifications unless otherwise noted. Please refer to Table 1 on Page
2 for test results.
This report is provided for the information of the client only. Reproduction and transmittal of
this report, or any section of this report, to a third party is prohibited without permission from
Pacific Testing Laboratories.
If you have any questions, please contact us at (206) 451-8436 or 485-4244.
Approved by: Matthew A. Miller, P.E., E
Ode DiV~
o ;:lRINTED ON RECYCLED P~~E::;
Pacific Testing Laboratories
Engineers · Consultants · Scientists
SAFEW A Y INC CONSTRUCTION DEPARTMENT
Certificate No. 9405.6700
July 5, 1994
Page 2 of 5
Table 1. Test Results
.. . - .. . -:";':::;:: ::::::::::>:::::<:::::: ::::":::.... ,..... ...... . :..:.::::;:-::::::::::::::::.":::::..-:-:-:.:.:-:-:.;.;.:.;.:.:.:<.: ...........................:::::::::::::: :::::::::::::::::::::.:::.:.:'
~~tfSAMPLE~I;} {\OPTt$~j~~1~ /rmX\DRY?~:~. .:~~:?~{jlt~,$$D{9I~~~ ........ rr~{rf)f)} i{f:fr%rf~
:::::::::}@:fm::I:}::}}}:::::::i\itoISi}:: ::@:h5ENSIT&...t.:.::...:.::.::.::.::.#......2. O. n.../.:.t3....1.4......I.:..:..:.:.::.::.. :::GRAVEtf:::: ::}:sAm::
.........;.....:.:.:.:.:.:.;.:.:.:.:.:.:.;.:.;.:.;.:.:.:.;.:.;.: :.:...............:.:...:....:-:.:.:.:.:.:.:.:. .:.;.:.:-:.;...;.:.-.-...-.......'.'.................'..... ...-. ..-.... ".". ..._....-...... ............'.....;-:.:-;.:.:-:.:.:.:-:.:-:.:.:.:.:-:..-;.: :.:......................................
.................................... .
............... ......................
.-:::::::::'::::::::::::::::::::::::::::::::::.::::::::::::::::::::::::::"
:::::SA:M:Pl1E:;:::::::::;:;:;:::::;:::
... :.::i;:i~i~p.I.Uli!~J~&:!:':,.::'.:::::.:
.023.02/.01
5.5
143.2 pef
~ 8.9
49.3
43.2
7.5
RED BROWN SANDY
TRACE SILT
150
145
\I- 140
u
0.
.
>-
+J
......
en
c 135
OJ
"0
>-
c...
0
130
125
~
PAGE 3 OF 5
PROCTOR TEST REPORT
,
"" '-
"-
'" '--
"-
"'" '--
~
"'" ~
~
"'" roo...
"
,. , "'" "-
....~.... It '" ......
.,'"
~ ,
,
~ ,.
~ ~
""
ZAY for
Sp.G.=
2.73
3
4
5
6
7
8
9
Water content, %
"Modified" Proctor, ASTM 0 1557. Method C, ASTM 0 4718 correction applied
Elev /
Depth
ClaSSlfication
uses AASHTO
Nat.
Moist.
PI
% > % <
3/8 in NO.200
Sp.G.
LL
GP-GM
A-1-a
4.7 %
2.73
NA
NP
16.1 % 7.5 %
TEST RESULTS
MATERIAL DESCRIPTION
Optimum moisture =
Maximum dry density
5.5 %
143.2 pef
RED SRWN SANDY GRYL
TRC SILT
LR No.: 05560
Certificate No.: 9405.6700
Client: SAFEWAY INC
Location: BREMERTON
Remarks:
ID# .023.02
Date: 7-05-1994
PROCTOR TEST REPORT
Tested by: W83 C)-
Oate: 7-5-94
Checked by: JSM .
Date: 7-5-94 .
PACIFIC TESTING LABORATORIES
Figure No. 1
-----------------------
-----------------------.
-=========================["-
PA:GE 4 OF 5
~==========================
GRAIN SIZE DISTRIBUTION TEST DATA
Test No.: 20
-------------------------------------------------------------------------------
Date:
certificate No.:
Client:
7-5-94
9405.6700
SAFEWAY INC
===============================================================================
-------------------------------------------------------------------------------
Sample Data
-------------------------------------------------------------------------------
Location of Sample:
Sample Description:
USCS Class:
AASHTO Class:
BREMERTON
REDBRWN SANDY GRVL TRCSLT
GP-GM Liquid limit:
A-1-a Plasticity index:
NA
NP
. -------------------------------------------------------------------------------
Notes
-------------------------------------------------------------------------------
Remarks: ASTM C136/D1140 ID#.Lf2. % PASS #200 (3/4): 8.9%
Tested by, date: ML,7-3-94
Checked by, date: JSM,7-5-9
LR No.: 05560. Fig. No.: 1
-------------------------------------------------------------------------------
Mechanical Analysis Data
-------------------------------------------------------------------------------
Initial
Dry sample and tare= 19827.78
Tare = 0 . 00
Dry sample weight = 19827.78
Sample split on 0.75 inch sieve
Split sample data:
Sample and tare = 2006.27 Tare = 0 Sample weight = 2006.27
Cumulative weight retained tare= 0
Tare for cumulative weight retained= 0
Sieve Cumul. wt. Percent
retained finer
2.5 inches 0.00 100.0
2 inches 367.40 98.1
1.5 inches 980.60 95.1
1 inches 1990.60 90.0
0.75 inches 3181.20 84.0
0.625 inches 104.56 79.6
0.5 inches 277.40 72.3
0.375 inches 448.00 65.2
0.25 inches 644.30 57.0
# 4 795.10 50.7
# 10 1097.20 38.0
# 20 1279.60 30.4
# 30 1344.50 27.7
# 40 1437.80 23.8
# 50 1571.50 18.2
# 100 1759.80 10.3
# 200 1827.10 7.5
-------------------------------------------------------------------------------
Fractional Components
-------------------------------------------------------------------------------
% + 3 in . = 0 . 0
% FINES = 7.5
% GRAVEL = 49.3
% SAND = 43.2
D85=
D30=
Cc =
19.95 D60=
0.7852 D15=
0.5957 Cu =
7.328 D50= 4.571
0.23442 D10= 0.14125
51. 8800
100
90
80
70
IT
1lJ
Z 60
H
lL.
f- 50
z
w
U
0:
W 40
0...
30
20
10
PAGE 5 OF 5
PARTICLE SIZE DISTRIBUTION TEST REPORT
c
c
.....
.(\J
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c c c
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200 100
10.0
1.0 0.1
GRAIN SIZE - mm
0.01
0.001
Test %+75 mm
. 20 0 . 0
% GRAVEL
49.3
% SAND
43.2
% SILT % CLAY
7.5
USCS
GP-GM
SIEVE PERCENT FINER SIEVE PERCENT FINER Sample information:
inc:nes . number' . . BREMERTON
size size
2.5 100.0 4 50.7 REOBRWN SANDY GRVL TRCSLT
2 98.1 10 38.0 A-1-a
1.5 95.1
1 90.0 20 30.4
0.75 B4.0
0.625 79.6 30 27.7
0.5 72.3 40 23.8
0.375 65.2
0.25 57.0 50 18.2
GRAIN SIZE 100 10 3
200 7.5
060 7.33
030 0.79
010 0.14 Tested by: ML q-
COEFFICIENTS Date: 7-3-94
Checked by: JS
Cc 0.60 Date: 7-5-94
Cu 51.9 ASTM C136/01140 10#.023
PACIFIC TESTING
LABORATORIES
Certificate No.: 9405.6700
Cl ient: SAFEWAY INC
% PASS #200 (3/4): 8.9%
Date: 7-5-94
Fig. No. 1
LR No.: 05560
Seattle
Bothell
Tacoma
Sumner
Peninsula
Portland
One Lab.
One Consultant.
One Solution.
Eastside Division
11824 N. Creek Pkwy
N.
Suite 101
Bothe//, WA 98071
U.S.A.
Tel: (206) 485-4244
Fax: (206) 485-4611
BeI/evue: 451-8436
Pacif
Testing
I L~ U ~ rn m
1.11r-----l
rJU i JUL 7 i994 i !~
L..............".__~,.._~'""'..._......._,__
Laboratorie
July 5, 1994
Certificate No. 9405.6700
Page 1 of 3
Mr. Mitchell Johnson
SAFEW A Y INC CONSTRUCTION DEPARTMENT
1000 - 124th Avenue Northeast, Suite 201
Bellevue, W A 98004
Subject: Bremerton Safeway
Dear Mr. Johnson:
As requested and agreed, Pacific Testing Laboratories analyzed the material sampled by a
representative of Pacific Testing Laboratories (see DR 0256) for sieve analysis. Material testing
was performed in accordance to ASTM C136/D1140. Test results conform to applicable
specifications unless otherwise noted. Please refer to Table 1 for test results.
Table 1. Test Results
1.:::::::::::::::::::'::::::.:':.:'::.:::.::.:.1
:!:!$..\.~B~....
~~~~~~~~~j~~~i~i~~~i~j~j:l~:: ill ~ :~:~:::::::.::::~:::
",........................... .........
.020.01 I
::::1:.:: :::=::;:::::=::;=::;::::: =::;1:.:=:
....=::;r'?:/ ..!:..:....
: Sfi.NP .!..._
I 0 I
. ~m m
0"' ....,...__..
0"' ...._.......
. .. ............
.....')i
... ...........
... ............
... ....-.......
. .. ............
I
.- .............
................
::.::::::%::::::::::
......., ......
................
FINES
................
. .. ....................................
. ..,. ....., ..................................
... .. ........................................
. ...--...--.....................--............
. ". .....,...........................................
. .. ..... ..... .....1;... ..... ..............................
.. . .. .. ,........... ..
. ...... .. ................
:...........:...:....:::.:::::SAl\iIP ::E:::::::::::::::::::::::::::::.:
................,..........,........ .......,...
... ................,............................
. .. ................-..................... ........
.D. .E. S.CRJPr. ....1. .0. .N.....................
.. ..... .........
}\)~{:),'. :" '. :::: ,.: .;::,.::. ::. ,'. :):::::::::::::.
.n........1
....-....
...... .....
.....,... ....
... ...., ...
... ".d.'" ..
.01. .
..>..:....:?~....:....:.....
GRAYEP
100.0
1 1/4 : 3/4
o
This report is provided for the information of the client only. Reproduction and transmittal of
this report, or any section of this report, to a third party is prohibited without permission from
Pacific Testing Laboratories.
If you have any questions, please contact us at (206) 451-8436 or 485-4244.
Approved by: Matthew A. Miller, P.E., Eastside Divi~
o ;:l=lI:\iiED ON Fl.ECYCLED P.AF=~
PAGE 2 OF 3
,/.....
'.
---------------------------------------------------- --------------------------
-------------------------------------------------------------------------------
GRAIN SIZE DISTRIBUTION TEST DATA
Test No.: 2
-------------------------------------------------------------------------------
Date:
certificate No.:
Client:
7-5-94
9405.6700
SAFEWAY INC
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
Sample Data
-------------------------------------------------------------------------------
Location of Sam~le:
Sample Descriptlon:
USCS Class:
AASHTO Class:
BREMERTON
1 1/4 : 3/4
GP
A-1-a
Liquid limit:
Plasticity index:
NA
NP
-------------------------------------------------------------------------------
Notes
-------------------------------------------------------------------------------
Remarks: ASTM C136/01140 ID# .020.01
Tested by, date: JV,7-1-94 W
Checked by, date: JSM,7-5-94 .
LR No.: 00256
Fig. No.:
1
-------------------------------------------------------------------------------
Mechanical Analysis Data
-------------------------------------------------------------------------------
Initial
Dry sample and tare= 17804.80
Tare = 0.00
Dry sample weight = 17804.80
Tare for cumulative weight retained= 0
Sieve Cumul. wt. Percent
retained ~finer
0.00 100.0
3345.00 81.2
9188.50 48.4
15389.00 13.6
17689.00 0.7
17785.30 0.1
1.25
0.75
0.625
0.5
0.375
0.25
inches
inches
inches
inches
inches
inches
-------------------------------------------------------------------------------
Fractional Components
-------------------------------------------------------------------------------
% + 3 in. = 0.0
% GRAVEL =100.0
% SAND = 0.0
085=
D30=
Cc =
19.61
14.3219
0.9966
060= 16.846 050= 15.996
D15= 12.86767 010= 12.21800
Cu = 1. 3788
PAGE 3 OF 3
PARTICLE SIZE DISTRIBUTION TEST REPORT
.S
c:
....
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c: c:.......
.... ....-
I
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..5 5 S
c:
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90
80
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w
U
0:
W 40
0...
30
20
o
200 100
10.0
1.0 0.1
GRAIN SIZE - mm
0.01
0.001
Test %+75 mm
. 2 0_0
% GRAVEL
100.0
% SAND
% SILT
0.0
% CLAY
USCS
GP
SIEVE PERCENT FINER
inches .
size
1. 25 100.0
0.75 81.2
0.625 48.4
0.5 13.6
0.375 0.7
0.25 0.1
GRAIN SIZE
060 16.85
030 14.32
010 12.2
COEFFICIENTS
1.00
1.4
SIEVE
numbel"
size
PERCENT FINER
.
Sample information:
. BREMERTON
1 1/4 : 3/4
A-1-a
Tested by: JV ~
Date: 7-1-94
Checked by: JS
Date: 7-6-94
ASTM C136/01140
PACIFIC TESTING
LABORATORIES
Certificate No.: 9405.6700
Cl ient: SAFEWAY INC
ID# .020.01
Date: 7-5-94
LR No.: 00256
Fig. No. 1
nil ~"={f,\-~'~q .~ D:~lli'='~l~\l .
~r~~~~ii i99~~ \Wl ~\~
L_ _---- ~=~~ ~l~u
-~.N-. ^s""O^,(',Cl' S'
PACIFICTE;::,H \;! w.... v.,,.....~.';1
-~~~~
~_.-
.._......,~~~
~ "
~ ':
lEPORT NUMBER CR 1 q 8 J! 7
PR~IOUSR~N~;d 6!J
LABORATORIES 11P/Ff'c.../
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIOE DIVISION
11824 North Creek Parkway N. #101 . 8othell, WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 Silverdale Way N.W. #105 . Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
5'4r&:"t4.,I~ .;z:1i/e.Cop $~~~ De/r~~PORTbE-' '3.."f.,.~g~1~ 7-1-'11
t't7deJ /$ ~ -f"'IL. AlE. f,., k-;2.c;1 ~~VIEWEO ~ ~TE AUG 01.
.5~+tlL WA- '1<Tlt( ~E~~~R r ffZ;;;~3~~~~ATE~70 .s-,'?~
ATT~TION' /-(i"kt.. iLl.!: --:r::::.; ~.-/ ARCHITECT D j' ~e -"*..-
~-e~~ ~~ ~y ENGINEER G.A.lF,cL~
t:'J31f ~L.~.::c.J PURCH.ORD. ~ ~ I
L NUMBER CONTRACTOR
MAILING
ADDRESS
LOCATION
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SO. IN.)
DATE TESTED
ULTIMATE STRENGTH
LBS. P.S.1.
CHECKED
C:8:3r
c$", 3 r
7-co-l
7-~'-1
7 -;;.1'-1
r;.c
~
~
TES~~UIPMENT ID NO'S. AND DE9PTION ~,,/(;"~ LT7~
TEMP. & ""0# 1>10_' ~ 6 DATE ~ I q ,,/ MIXING V.IJ LA~/
WEATHER (0:)' "v ...,.-~ CAST 4- - - Ll-- PLANT cy:='rl ,
CEMENT C'SE AGG. -(<t'
PROPORTIONS ~ bs. D Sacks/Cu. Yd. '8/Lb:" ~ p._My-
(Not Certified by P. fLa.b) S-~7 ..11...LL
511
TYPE OF CEMENT
:r
; SLUMP
ins. AIR
ASTM TEST METHOD NO. e ""5 ( r 5 7
DESIGN f;;SAMPLEC' C /
STRENGTHfc TYPE ~ ~ .
ADMIX A ./
D Per Sack ~ ~ r' EA-/ " ft) Z-
/ ~~~ ;3~~
3~C~ %;O~NTITY 1 P7 Cu. Yd.
MIX# K/!~ 3150
FINE AGG.
[5Jtbs.
/~I
TRUCK
-
, ~
TICKET #
00"3(2-
SUPER PLASTICIZED SLUMP
p~~
c::L,.~ $
SAMPLING IN ACCORDANCE WITH Y c... S MIX PROPORTIONS VERIFIED A1 0
APPLICABLE CODE AND SPEC.? t::.. BY BATCHING SUPERVISION?
~~L. 7; 4'#P/'~? ~c-k ~~b
~/~""-S' ..(!y-~~ -:3 3 ~ C'
5 (.. e,4~~"- ~..-,.., (,
t'~--h CzC~" -r;-.A./~ ~,rt./~5.
/
WORK CONFORMS YES NO D
y method, and its transmittal to a third party, by any means, except in full, without the written permiSSion
. qeport by
. . "ratories
AUG 03 1994
DATE
I~ ~: - ~994~
! PACIFIC TESTING LABORATORIES
k
REPORT NUMBER LR 10 0071
PREVIOUS RPT. NO. t.?te/~f; it 7
EXECUTIVE OFFICES
3257 16thAve.W. .Sealtte.WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIOE DIVISION
11824 North Creek ParkwayN. #101. Bothell, WA 98011
(206) 485-4244.451-8436. FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highwa~' E. . Tacoma, WA 98424
(206)922-9299. FAX (206) 922-1512
PENINSULA DIVISION
10726 Silverdale WayN.W. #105. Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
:Z:M ~..(,/"'S jI'
AIIC- IE 5,,- r-c. :2-.rP(
:5'e-tiLL. &VA> ~ 11'1
ATTENTION: .l{tTit.tU.L --y:(_ ~ .-<J
"6~<-70..() Y~~f
4 5 <b ~A-LL.6V.-.J PURCH.ORD.
t ,NUMBER
_ ~~P~~Dt'~~ DATE --r -, - ~/
REVIEWED ~ 11 . -=::::::-- ~
BY dJ~ DATE
PERMIT /,,- 3.'" ,. CERTIFICATE a-LA del
NUMBER __~ ~~ NUMBER / ~
ARCHITECT Dy2,,"""';
ENGINEER C;-R-~
CONTRACTOR ef(
MAILING
ADDRESS
LOCATION
~ ~re-.e-L /P C!/ft(
E~.!. D
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
~A5P~{eL
WORK CONFORMS YES ~ NO 0
ASTM TEST METHOD (AS APPLICABLE)
"This report is provided for the information of the client only. The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing laboratories, is prohibited:
ual st formed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
o e n r workability of the specification requirements."
DATE
JUL 0 5 1994
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
DATE
~~,..~' .-..~-,.~~~-
~rn ill n lL rn . .
~ ,Ir~=~.---'
11.!p! I
;; ~ ;d 1 a
',i\i!,;' 11 I I \994 '
~ U\~U' ~ 0ltL
i. ~ ._ p~ e:;~~~~
.~ ?,,!\,;~:;;;;";~STNG U1.30P.;.\TORI1:iS~~~~--~-
j . . . :-.. EXECUTIVE OffICE~~~"c='-=~'>=:;...;Jj EASTSIDE DIVISION
.325( 16th Ave. W. . Seanle. WA 98119 11824 North Creek Parkway N. #101 . Bothell. WA 98011
(206) 282-0666. FAX (206) 282-0710 (206) 485.4244.451-8436, FAX (206) 485-4611
n r R
. r~_.LS_-~
I
lEPORT NUMBER CR 108986
PREVIOUS RPT. NO. 11 Je .?97~~
3 2.- ;I~s rr
LABORATORIES /Vt',Pel/
~..
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 Silverdale Way N.W. #105 . Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
S4F~ iU4 Y ~N(!..~ &'.v5T";U/d/ad O~/T ~~PORW. &~LPf2~l~ ~- <~D -fY
/000 /.t1:5L *tllZ. /liE. .s;/~ 201 ~~VIEWED f,. DATE ~
5;:;:.A rrLL, !AlA. 98 //~ ~E~~~R - 25~~~~AT~j0r'C70"
ATTENTION: A/~#t/L J;;##St!;,.J ARCHITECT D Y /(E/V;!P
.
13~~..# ~Ae rz>..u .5Ar'L IJA-/ ENGINEER GA-IP'riE S
9';3B CA..li'otA-J ~~~~~RORD. CONTRACTOR C s I
MAILING
ADDRESS
LOCATION
COMPRESSION TEST RESULTS
(
~
C-?
~
MARK SIZE
A ~ >< 1:2.
IS
C-
O
AREA (SQ. IN.)
DATE TESTED
ULTIMATE STRENGTH
LBS. PS.1.
CHECKED
'0
oz.f'
TEST EQUIPMENT ID NO'S. AND DE CRIPTION 501 It:i: Jr ~ 716
~1~ ,-~-{( ~~;I~~ I<'~I'I # /
C'SE AGG. ~ FINE AGG.
~LbS Din. Max. gLbs.
/tflt
;;Z~
CEMENT
PROPORTIONS gLbS. D Sacks/Cu. Yd.
(Not Certified by P T. Lab) 5'"(; I
$,
ASTM TEST METHOD NO. C 31 ../-:3?
DESIGN -:r 0 SAMPL~ . ~ I
STRENGTH fc ~ 00 TYPE ....;Ie. 'If
ADMIX ~ ~
DperSack 9 CA i! t~ t oZ-
%r 23 oz..
%: QUANTITY l' /7' Cu. Yd.
~
/236
TYPE OF CEMENT
: SLUMP
ins. AIR
\
\
I
I
I
I
,
l
TICKET # f!) ~ J.. '( S SUPER PLASTICIZED SLUMP
SAMPLING IN ACCORDANCE WITH ,Irs MIX PROPORTIONS VERIFIED . '0 DATE SAMPLE
APPLICABLE CODE AND SPEC.? c;.. BY BATCHING SUPERVISION? IV RECEIVED
Pb;r<.~ I<~"'-;'/~ I_U~ IdALt rl'~- if'Asr Or
~;:::'(5 ~v c./I~r;(. I ttE.fTiE.~L jJG:~ ~/f /01 7~6J
LAtty ~~~O/I OA?'E:n h/ J/j~~A.-'-a<.
I ,
TRUCK
1)
-
MIX# KLN !S6e)
POUR LOCATION AND NOTES:
/ L/A'L:. J D. 7
~c:>..u<!-I<~r~ .;41E~rlA UI-
WORK CONFORMS YES NO 0
port. by any method. and its transmittal to a third party. by any means. except in full. without the written permission
I te performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
gn or workability of the specification requirements,"
\
\
i
Certified Report by
Pacific Testing Laborat?ries
CR89-2
DATE~
.: ~ ~~..!, .;
,EPORT NUMBER M R 40973
PREVIOUS RPT. NO. )( R ~ (Ifl!)
~..~_.......t~~'~i;"""'''''-='',........"..!.::..,...:2''' "":"~_'N;:,:,';''''.'-";"'"''!"-
;dd1 fD\ n I: !r:
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I
;i
"" n_ -" ..,::"_ " -.,,: --:"~', ~'''''=':*';:'.'"~-~;';:O""
EXECUTIVE OFACES
3257 16th Ave. W.' Seattle, WA 98119
(206) 282-0666 . FAX (206) 282.0710
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299. FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105, Silverdale, WA 98383
(206) 698.6650 . FAX (206) 698-6648
./
5'AMIf/,4;' $,1/,,- c',Qi,(;..,,,,7;M ZJIi&dI: ~~PORT2/ o/"<fft'"/g~ (- ,50-/~
/ dJl'/Y ./,2 zz. A f//E" All{ fi/"I'E ~Ol ~$VIEWED.. DATE AUG 0 19!*
· 5~,4'1T-'~.1 it!A.." ., 8//7 ~E~~[R' NG~~~~ATElt05' (700
ATTENTION: .J1i-tGAIt.e';/ -;;:t>> ~..J ARCHITECT O/' /( ~#A;t/
&~Fhf?C 77J;C.J 5A~~.lYAr' ENGINEER C ~/ ..j!f~f
?~5 <g /!A 1/ o4..J ~~~~~'RORD. CONTRACTOR C "5 I
MAILING
ADDRESS
PROJECT
LOCATION
COMPRESSION TEST RESULTS
MARK
TYPE
GROUTED
SIZE (L,W,D) AREA (SQ. IN.)
DATE CAST
DATE BROKEN AGE AT
TEST
ULTIMATE STRENGTH
LBS. P.S.1.
CHECKED
~
c.;:;z.
~
021
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION
::5o/~?1 er?'/O
GROUT
PROPORTIONS
(Not Certified by P. T. Lab)
CEMENT
6//
6'}j>kf{tI~r:r 1<..1/t'1
C'SE AGG. n FINE AGG.
0/00 J J-^ 0;
TRUCK #
ASTM TEST METHOD NO. e. /01 7
7
.., q,. DESIGN /) r;"O
~ 0 "'- r &'!J STRENGTH fe 0'- .;) v'
~~~t~ER /:1 S" lit
TICKET #
ADMIX
---
MIX #
3?A
MORTAR
PROPORTIONS
(Not Certified by P. T. Lab)
SAMPLING IN ACCORDANCE WITH~r' <-
APPLICABLE CODE AND SPEC2-7 I _..........!?' t2
DATE SAMPLE RECEIVED ,I / / i
POUR LOCATION AND NOTES: P.1AC.L-D C-~~ /-V .;" Lrf-r 7P -r;.p O~ PA~I'~r 'o"t./ A t{P~
~l2o,lf, /--ro /.7 J.,;'"A,;E.) eN I LI..uL ~~,M. -4 rpc'3 L.,AJE... In .1." LrPr % 21'
h~/oa) -r;p eiC /VALL OP ,L.IJ.JE... r,eo", r. -rd c;:. ~;'"..uc. AIVLJ I AI 8" L/rr'
'" J' ~ ~ dr Mid ~.~ c;: t'L:- r-.-.. ~~5"' -::::.J:~~-'1
loP prr:x:.__ ~_~ 71'14<-. d-P-M-"'I VAl-- _~ r;.,..-..:;:t-- _~ ,../~ ~ .u tf!...
, r
j.1.vL prr~ I 70 I. P 2;~ ~d. 0.4.1 / L,.A..J~ ~-''t A 7(j C,3 L.-t;J~.
CEMENT
LIME
SAND
ADMIX
-
MIX #
-
MORTAR TEMP.
-
GROUT TEMP.
"7 6'''
Certified Report by .
Pacific Testing Laboratories
MR89-1
~ ~ VI>t-J
wdR~C~NFO;MS YES ~ NO 0
-,
eport, by any method, and its transmittal to a third party, by any means, except in full, without the written permiSSiOn
"This report is provided for the information of the client only, Th
01 Pacific Testing Laboratories. is prohibited."
"This certification attests to the accuracy of the results ained f e
inspection, approval or acceptance of other associa (j work or a warra
altest pe onned andlor observations made within the defined scope of the work. Certification shall not be construed to represent
esign r workability of the specification requirements."
AUG O.~ 1994
DATE
;:
r;
cO
REPORT NUMBER DR 0 5 5 6 0
PREVIOUS RPT. NO. };1R 1.}<.j/9o
.... '- -
U'_~-",.,,,,,,~~"'';''",,,,-_.----............._~. ".
I:,
;' 1',., "".,~ ':n:~N~ U Q'" o,..-..c.... "', "".' .;
~ .~,;..,';.. EXECliii~~ ".,u,,,..., , '=...',....:; EASTSIDE OIVISlct.I
.:~,,' 325716hAv.:W.-:seanW,WAT9il'119~-~-'~- ~.,-,~. 11824 NOIth Crook ParkwayN. #101' Bolhol. WA 98011
(206) 282-0886' FAX (206) 282-ll71 0 (206) 485-4244 . 45H1436 . FAX (206) 485-4611
TACOMA OIVISlct.I
2402 Paciic Highway E. . Tacoma. WA 98424
(206)922-9299' FAX (206) 922.1512
PENNINSLtA DIVISlct.I
P.O. Box 505, Siv..daI.. WA 98383
(206) 69H650 . FAX (206) 485-4611
REPORTED
BY
REVIEWED
BY
PERMIT
NUMBER
#1 )//1 ( I "./.l...-
i2 'Ii<-. _ ~(
1-2--.2-3-6 ~B~~~~ATtq1~ r; 70b
z~:~
CsI
DATE t 27 ~r/
DATE JUt r~ 5 19M
LOCATION
MAILING
ADDRESS
ARCHITECT
PROJECT
ENGINEER
PURCH. ORD.
NUMBER
CONTRACTOR
eQ-f. ""h~ ,~ J''1'i .
INPLACE DENSITY TEST RESULTS
TEST LOCATION WET DRY MOIST . COMP SPEC P/F
DEN. DEN. % % %
l -95 / &sf-~ -r -Cf. 7 L ~'" ; Sl Nt7ii( ~l- t-l L.',,", OG- dr.-v 1:< fr.1 lR:o J 199,~ ?j- F
:;2. r-l, .1 E ~ 4.1 LAt" . S-I ho /1z',<7f 1+ L,rAe OG 14-;;,7 132.3 Z$ II f:-
01 ~-4:~.f , Cj~.'?
"
.'
;
GAUGE STANDARD: MS 710 DS r2J&G '1 SAMPLE I.D. ..(}.:7 ~ PROCTOR VALUE I Lf"3 ' '2. ~<;"'"s ~
LAB METHOD:~ D1557 0 D698 0 Rice '2 SAMPLE I.D. PROCTOR VALUE
ASTM TEST METHOD (AS APPLICABLE) ,.2CJ2':l3o) 7 '3 SAMPLE I.D. PROCTOR VALUE
J.
Certified Report b~
Pacific Testing Labo orl s
FIELD CONTACT:
WORK CONFORMS YESO NOB'
DR 93--2
JUl 1 5 1994
DATE
DATE
F
IL [ft
REPORT NUMBER LR 101 7 4 6
PREVIOUS RPT. NO. P lZ 05~ZO
T~994
~-
EXECUTIVE OFFICES
3257 16th Ave. W. - Seattle, WA 98119
(206) 282-0666 - FAX (206) 282-0710
EASTSIOE DIVISION
11824NorthCreekParkwayN.#101-Bothell,WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. - Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 Silverdale Way N.W. #105, Siiverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
s:z. [;,~~7 Lc- (,,,;I/<-te-I.'v__ D~!-,f.
I Do 0 l;l pt~. Ai E J~. r.ft";2C/1
Se"'-t (,P w czrlf 7
}k~1l11 J; it 'lJer-.
8"t!'';'l f?//z"",-- 54-;;' ~a......
q3 r G /1 ~ ( ~~~~~'RORD.
DATE
DATE~
J)-3b CERTIFICATE9r6.r- G?OO
?t~fZ:MBER .
CsI
o '2'1-9y
MAILING
ADDRESS
ARCHITECT
PROJECT
ENGINEER
LOCATION
CONTRACTOR
:G5J~r-J-'<!'ctJ flL-( r-e.r/-et?1 .j;/ tj~ /'r+~('-t!/LC; V/'4 1/ IJ,dl-/~ ~~-j 0--/
/ ~~~ f/""h P 7-10 F~ C---G-P -f2e. SI~;c<7Ic..---.t/f. /uul{,;-~ 1"<-111,--
a",- c( 44' iJ vf '/J;Leb... If (cI;-;p _ . HI 1 0 f jXf" ,P .r/~L;:/ C-<--'~~
r /1 C d........,~v ~L4;1 <:.. e: <A/ : ftL r/7t..-p Die n..:) ~
/
ASTM TEST METHOD (AS APPLICABLE)
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
/
WORK CONFORMS YE ci 0
'This report is provided for the information of the clien
of Pacific Testing Laboratories, is prohibited."
IS eport, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
al te performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
de '9" or workability of the specification requirements."
DATE
Jill 0 5 1994
DATE
LR 89-2
~
m 0 lb
JUL 7 1991;
PACIFIC TESTING LA80Ej,D
EXEClJTlVE OFFICES
3257 16th Ave. W.' Seattle. WA 98119 _
(206) 282-0666. FAX (206) 282-0710
('1EPORT NUMBER M R 44190
PREVIOUS RPT. NO.
TACOMA DIVISION
2402 Pacific Hi9hway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 Silverdale Way N. W. #105 . Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
MAILING
ADDRESS
orth Creek Parkway N. #101 . Bothell. WA 98011
(206) 485-4244 . 451-8436' FAX (206) 485-4611
&;("/'<' r
;ll?th<k". ~
~ tit, GUJ/ (>ol! 9
M
. ATTENTION: ! +c t; 9 (f:ldh #'t s 6J-~
4:,7:'1/::' 5<< f;'~ORD
CONTRACTOR
REPORTED
BY
REVIEWED
BY
PERMIT
NUMBER
ARCHITECT
PROJECT
ENGINEER
LOCATION
COMPRESSION TEST RESULTS
MARK
DATE BROKEN AGE AT
TEST
TYPE
GROUTED
SIZE (L,W,D) AREA (SO. IN.)
DATE CAST
)1.../~l..( "("'( 8~1~
ff~(
I . DATE
() :3 r CERTIFICATE
I 2 '0 NUMBER
1>(, Ie"" On, -'j .__
Yi '~g
v.'/ f e"..s
CS..r-
c - Z7-9(
~UG 0 l1QQIa.
7c(~s:C 7cv
ULTIMATE STRENGTH
LBS. PS.1.
CHECKED
c
()e.~
5:/'/7;5+ CF 7/0
TEST EOUIPMENT 10 NO'S. AND DESCRIPTION
~~~+~ER &0 /) 1/ ir? O~r-rc< ,,-!-
TRUCK #
):;-/:s':n::J
f'
MIXING
PLANT
TICKET #
~~,
~
PROPORTIONS
(Not Certified by P T. Lab)
CEMENT
~'a1
C'SE AGG.
7t76
FINE AGG.
;;)(76
MORTAR
PROPORTIONS
(Not Certified by P T. Lab)
CEMENT
LIME
SAND
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
V.a.s
L
MORTAR TEMP.
DATE SAMPLE RECEIVED
~
~
~
ASTM TEST METHOD NO.
7
,-?-I~-
:JJQ-O
DESIGN
STRENGTH fe
ADMIX
MIX #
::eft
ADMIX
MIX #
G ROUT TEMP.
c.~
"This report is provided for the information of the client on! .
of Pacific Testing laboratories, is prohibited:
"This certification attests to the accuracy of the results obt ined from tti
inspection, approyal or acceptance of other associated w k or a warranty of
WORK CONFORMS YES 0 0
, by any method. and its transmittal to a third party, by any means, except in fult, without the written permission
Certified Report by .
Pacific Testing Laboratories
MR89-1
AUG 0 ~ 1994
DATE
rnlr~-"jT----.}"-'i7~--~"
f' r I , :-'_"..,.._",-.'.~._- - ~ 11 J
I'j; ;."~-'~~~"--'
I' " I
j ;: ;~ l{ i
~ ,I .: . _,'
IJiIJ I :. -:- ;no,f .f
. "~i;. (:;j~ j
L~..c__~_ I .
-I .... " ~". .........~~......J
P.A.t..,F:~_. Tf::;3.tX~t.rrI~.QEf~ ._
'_.-~"-.,3257_taltu\~W . seaill1!,'WPI~iiYES
(206) 282"066~~ (2ll6t{!82-ll1JIl,....l
m
f! i1
Ij l1
--..-
REPORT NUMBER M R 4 4346
PREVIOUS RPT. NO. M l"l1.4lf 7 ~ E;
.D.f Y
EASTSIDE DIVISION
11824 North Creek Parkway N. #101, 8othell, WA 98011
(206) 485-4244 . 451-8436- FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299' FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay NW. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
SAFEWAV TNt. > (.l)f.J~Ti1lXTION DfPT,
looe 12 iH Au!;' N E ~U lit: 1.01
~EATrLE WA 'HH lot
ATTENTION: Mil Mlil.U~LL J"'t1l-1N!.ON
Br?~nF-nTON {,AFEWAV
O,3S C.ALL~W ~~~~~'RORD.
~~PORTED ;??-n
REVIEWED
BY
PERMIT
NUMBER
ARCHITECT
152 3 C.
DVKEMAJ-l
g~1~ G/Z e/q'f
DATE ?'-23>/J?/
~G~~~~ATE ~ '<OS" -C; 700
MAILING
ADDRESS
LOCATION
ENGINEER c'rzi1=F~<;
CONTRACTOR L S 1:
COMPRESSION TEST RESULTS
MARK
TYPE
GROUTED
SIZE (L,W,D) AREA (SQ. IN.)
DATE CAST
DATE BROKEN AGE AT
TEST
ULTIMATE STRENGTH
LBS. PS.L
CHECKED
~
'j- 4?-
C?L
t'2S
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION
GT., /D ASTM TEST METHOD NO. e. 7ST}
TRUCK # NJA
.
MIXING I'V' A :r"BM 'It N/~ DESIGN IgOO
PLANT TICKET # STRENGTH fe
.
C'SE AGG. FINE AGG. ADMIX MIX #
TIME, & I
WEATHER , : Li5
( LfJ\fl
GROUT
PROPORTIONS
(Not Certified by P T. Lab)
CEMENT
N/A
MORTAR
PROPORTIONS
(Not Certified by P T. Lab)
CEMENT
LIME
SAND
ADMIX
MIX#
tSk
I p.. ~ j.<
"2.1 ShOll ELs.
,. r C
MORTAR TEMP ~~
N/A
T"lPE S
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPE/n / ~
DATE SAMPLE RECEIVED fJ! I?-q /1'1
POUR LOCATION AND NOTES: c'aOIJTF:O 2N() L'J:T 01= eMU WAu..e. e TUE FOLLOLJI/IIC
GQlb L~CATION~: AL'NI: 'TO 2) G L'N~ /70 11-"2.3' q; { l LIAJF ~ To t: - zo ~
IZI:INFOn:ClNC. ~IEEL ,AP"E'Arl5. To UlN,:'OJtr\ To APPlrove:O CaNT/tACT DrzAWINC.'
CDnOuT PLACED [3'1 PUMP AND eoNsoLlnATED 1311 VIBRATION. I~SPELTF-D
BL.OCK LAvl"JG ON '2.ND l.., FT or / '-/AlE WAu.. E-1.o I Tt:J A f 3 ill,) '-1FT 'f..IAJ'= E-20 'To G
.
MonTAR ~AV'\PlE OBTAINED F/lO"1 MOIlTA/Z USEO ''-I APJJVE ~OJ1.K~
WORK ~ MAT~R'ALS OnSEQVEl) ApPEAR To CcNFORM It) Pn.a~~(;r t;P~L ANI.)
U Be.
GROUT TEMP
JJ/J(
Certified Report b
Pacific Testing Laboratories
MRB9.1
WORK CONFORMS YES % NO D
"This report is provided for the information of the client only. T
of Pacific Testing Laboratories, is prohibited:
"This certification attests to the accuracy of th ults 0 ined fro
inspection, approval or acceptance of athe ssociated
n of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
actu test performed andlor observations made within the defined scope of the work. Certification shall not be construed to represent
design or workability of the specification requirements."
AUG 0 ~ 1994
DATE
~
20 1994
/ '=lEPORT NUMBER CR 106156
PREVIOUS RPT. NO. tt,;( .J/L/? sS-
lib "lS'l 2.0 T ,LU>
G LABORATORIES
~'
ID n
u. ~ rn
~"""o~...:c..:..-:~~ _
EXECUTIVE OFFICES
3257 16thAve.W. 'Seattle.WA 98119
(206) 282-0666' FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek Parkway N. #101 . Botheil. WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922-9299' FAX (206) 922-1512
PENINSULA DIVISION
10726SilverdaleWayN.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
<;A r,t:l../A-y (#c I"'.p~!: [) L?ff
I 006 12-~W NE s:;:u~ ?.-eJ1
~172e wA 0;&/(9
ATTENTION: ,{/f. (?ZA e-t.L- ..JO#,.lUS &AJ
13ti</o/lu?2YbIV '~A~
dj 38 CA t..-LDLJ ~~~~~'RORD.
~~1~ 6-2;7-9~
DATE~
I r;;2G 25~~~~ATE 9'105-: C1l:?D
V7KfTj4!j;u
6~/r~ES
Cs j
,
MAILING
ADDRESS
ARCHITECT
ENGINEER
LOCATION
CONTRACTOR
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
~
~
~
DATE TESTED
ULTIMATE STRENGTH
LBS. PS.1.
CHECKED
6rf2-
-z~ 3S-
C- '/'.3./-
0/
TEST EQUIPMENT ID NO'S. AND DESCRIPTION t'5?rD ASTM TEST METHOD NO. C ? I, -g~
TEMP & L_ . P.;t ~ DATE / _ ? -'l ~ c.,/ MIXING;lf /J .~ESIGN ., ", SAMPLE
WEATHER 7(,/At-1f 7~;lf!:)- CAST f.# C/7? ( PLANT /"\ rrsAl~/rl92k:1fl'ty"STRENGTH Ie J0t9D TYPE C~ Cd CH-~
CEMENT C'SE AGG. FINE AGG. ADMIX
PROPORTIONS ~ Lbs. 0 saCkslPJ Yd. ~bS. 0 In. Max. JE Lbs. ~ 0 Per Sack ~Per
(Not Certified by P fLa.b) 5h 1IY jJ ~ 111 f1/rdJ (2.213!rr/J
TYPE OF CEMENT rrL. ; SLUMP S
ins. AIR
All<.
&. 'f f/trqJ
%, QUANTITY ~/
MIX # 3630
~D~h/3
2-5 ~~/~
TRUCK
3
TICKET #
t)o/B(
1B
SUPER PLASTICIZED SLUMP
~);
/tt?
~ h~ DATE SAMPLE
/V'~ RECEIVED
/2> t'9-g5~UP-:I /dJ~/trCY
1M,' AU/ dV b L /.tIlr Sp- C's.
~ A; r
? u,vr P' ~ J,{eCI/ AA..NCA c.. L 7'
Z- j./lJU.es. T6 ~r'u~f7!- r~~
Cu. Yd.
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
POUR LOCATION AND NOTES: 07() :;; I n-
tf".Ac..1?JA eP '1
~7DB
//13~J..12<fJ,
IA/P/L~ .
MIX PROPORTIONS VERIFIED
BY BATCHING SUPERVISION?
As 2ir6)vtfS.~
~ CGAJuetr77r" Ar
~r .fJ ~ Pt-*-CrO g s-r
pC>L(l.. OnAyeD /1p,o;~j
Certified Report by
Pacific Testing Laboratorie
CR89-2
WORK CONFORMS YES NO 0
"This report is provided for the information of the client onl. h
of Pacific Tesling Laboratories. is prohibited."
any method, and Its transmittal to a third party, by any means, except in full, without the written permission
u Ie perf mad and/or observations made within the defined scope of the work. Certification shall not be construed to represent
sign workability of the specification requirements,"
DATE
JUL 2 ') 1994
IA; a ~ ~
REPORT NUMBER CR 106157
PREVIOUS RPT. NO. (]A 1'0 01 ~~
JUL 2 9 199 .
. ~. ~ ..... .
:,:-:;--.,; \i~~~ :.~:-:\Ei()R}\TO~ \..,...~:f
EXIicUTIVEOFFicES"- ",..~=_,J EASTSIOE DIVISION
3257 16th Ave, W,' Seattle, WA 98119 11824 North Creek ParkwayN, #101, 8othel', WA 98011
(206) 282.0666 . FAX (206) 282.0710 (206) 485-4244 . 451.8436 . FAX (206) 485.4611
LABORATORIES
TACOMA DIVISION
2402 Pacific Highway E, . Tacoma, WA 98424
(206) 922.9299 . FAX (206) 922.1512
PENINSULAOIVISION
10726SilverdaleWayN,W, #105, Silverdale, WA 98383
(206) 698.6650 . FAX (206) 698-6648
~ IA/( L~.5r:. j)~
I i!JCJCJ /2 rt:)Ivif pC' SvI77r' ~
Sdt7TZtr vtjA q ~ t /1
ATTENTION: M I ~~.-4/ ..J CrJ..,I-,V ~
,
/~~~ ~f1?wA'7
138 CAL---l-f;)W ~~~~~RORD,
~~PORTED /? 61 '-'8 <Oqg~1~ b - 2-7 -4 ~
REVIEWED J11~ Jill 9 t: ..~.
BY /v' DATE~
PERMIT /___.., Z~ CERTIFICATE Cl LJO <....... OJ ""_
NUMBER ~ ~ NUMBER ~ -Zj ~ ( ~ ~
ARCHITECT f) Y )C(I" MPIV
G~ I ff<<:!>
CONTRACTOR c./ ~ (
ENGINEER
MAILING
ADDRESS
PROJECT
LOCATION
COMPRESSION TEST RESULTS
/
2(o3J
:;> 705--
79/:5--
..c4C
x,'"
?;:::?'
c,::z:.
MARK
SIZE
AREA (Sa, IN,)
DATE TESTED
ULTIMATE STRENGTH
LBS. PS,L
CHECKED
2-
.:Z;Y;/IS
z.r.:5 r
TRUCK
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
POUR LOCATION AND NOTES: ~~ L~
DATE SAMPLE
RECEIVED
I 0 ~ Is~
Certified Report by
Pacific Testing Laboratorie
CR89-2
WORK CONFORMS YES tr NO 0
ny method, and its transminal to a third party, by any means, except in full, without the wrtnen pennission
d and/or observations made within the defined scope of the work, Certification shall not be construed to represent
kability of the specification requirements,"
JUL 2') 1994
DATE
&
n
\j
II REPORT NUMBER LR 100256
PREVIOUS RPT. NO. MI 0 ~ / S
..: ~9
CIFIC TESTING LABORATORIES
\~
~Li;'
~ ~ .
,. .
MCIf1C TESTING LABORATORl
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle. WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek Parkway N. #101 . Bothell, WA 98011
(206) 485-4244' 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726SilverdaleWayN.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
~~PORTE~ 6" /4?ra'1DATE /; - 2-1- r9 'I
~~VIEWED /J-U~ DATE.
PERMIT CERTIFICATE
NUMBER NUMBER
ARCHITEcIJ1.(e I1AAJ
r;~/~
C.$.l
PROJECT
~~ /A..Jc.-" ~~'rWJ-J f)f?7'?J:
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ADDRESS
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$0/,,/ .$4# PL~ ~ f!tfV
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ASTM TEST METHOD (AS APPLICABLE)
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
WBP'lI( 6B~JrgmllO y"s n NO 0
report, by any method. and its transmittal to a third party, by any means. except in full, without the written permission
per rmed andlor observations made within the defined scope of the work, Certification shall not be construed to represent
workability of the specification requirements."
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
DATE
DATE
JUL 0 5 1994
LA 89-2
. fr~~ '~i\'=-::i"""'"'f~""'" ..
. L...:. U :-~
Wl ~-:""'\'
1~ j ~L-- \ \~,~4
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ARCHITECT
PREVIOUS RPT. NO.
<'to>>-. _u
ABORATORIES
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle. WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIOE DIVISION
11824 North Creek Parkway N. #101, Bothell. WA 98011
(206) 485-4244 . 451-8436- FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
MAILING
ADDRESS
5c<j;.~';7 .1f~' o~ttj:'~ft~T'+
/000 /-2 -Avp, Su ~cJO
, <;pq-lfi c:t f ~4fi 9
ATTENTION: 1,' c-'. II (1 ~.so ""
73/'pMPr1;;/-'l ~-JPt.v &€....
<1 J" /' II /' PURCH. ORD.
a L.:;r Ow NUMBER
REPORTED
BY
REVIEWED
BY
PERMIT
NUMBER
PROJECT
ENGINEER
LOCATION
CONTRACTOR
COMPRESSION TEST RESULTS
MARK TYPE GROUTED SIZE (L,W.D) AREA (SQ. IN.) DATE CAST DATE BROKEN AGE AT ULTIMATE STRENGTH CHECKED
TEST LBS. PS.1.
/" LJ:Zi Jt..j-~ & ~.2- 3 0-36 7 q,;?,\-6<J 2(,30 ~
I< ~2/ I 7 -:J( ;;Lt ~
02060 J~Zo
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.
TEST EQUIPMENT ID NO'S. AND DESCRIPTION
. ~~~+~ER ;: 7()f
.
~
~RTIONS
(Not Certified by P T. Lab)
Co () Over(c<5J-
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Ct;og
~~~~~ h~11'
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9Jfo
TRUCK #
ASTM TEST METHOD NO.
I~ -2b
'IO~
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TICKET #
DESIGN '1V{lO
STRENGTH fe ~ .J L
I '7 7 Jc.J
FINE AGG.
:;J / 9!
MIX #
-I::t<- Ik ~
MORTAR
PROPORTIONS
(Not Certified by P T. Lab)
CEMENT
51>
LIME
SAND
ADMIX
MIX #
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
MORTAR TEMP
GROUT TEMP
DATE SAMPLE RECEIVED
Certified Report by
Pacific Testing Laboratori '
MR89-1
WORK CONFORMS YES Jit NO 0
"This report is provided for the information of the client 0 . T
of Pacific Testing l.aboratories. is prohibited."
"This certification attests to the accuracy of the res
inspection, apprOVal or acceptance of other asso
. by any method. and its transmittal to a third party, by any means, except in full, without the written permission
JUl. 2 ~ 1994
DATE
" \, ", . '.'''' -'~"'-::;''''''---~~'F:::;-'--'---
,i~::~i .:. __'.:;.w_~~~,~., In J 11.;;' ;..u.
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f~-:~NG LAa~~TO"f .
EXECUTIVE OFFICES ~._-~._,-.
3257 16th Ave, W.' Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-0710
. ,"lEPORT NUMBER M R 4 4 7 5 5
PREVIOUS RPT. NO. -t1 ~ ~2('/ ,r
,.
G
LABORATORIES
EASTSIDE DIVIS
11824 North Creek Parkway N. #101 . 8othell, WA 98011
(206) 485-4244 .451-8436- FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
~{eCVQ v Le. C/lr1r<< d;u^ D1D~n&/l-f
IrJOO I 1cJ. L"J}ve-. Nf. 5<-{:-b:)o I
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C;-~3-7<(
DATE tdUl 2 2 1994
/S.J--3 CERTIFICATEC40 f'" 700
Jt~rz~~UMBER % .' .
Csx
REPORTED
BY
REVIEWED
BY
PERMIT
NUMBER
DATE
CAST
ARCHITECT
ENGINEER
CONTRACTOR
COMPRESSION TEST RESULTS
.2
GROUTED SIZE (L,W,D) AREA (SO. IN.)
DATE CAST
DATE BROKEN AGE AT
TEST
ULTIMATE STRENGTH
LBS. P.S,1.
CHECKED
MARK
TYPE
C4-
~
q;z--
c
TEST EOUIPMENT ID NO'S, AND DESCRIPTION
TIME,&
WEATHER
SSO
Ovt',rC~5-1-
GROUT CEMENT
PROPORTIONS
(Not Certified by P. T. Lab)
c;::p
PROPORTIONS
(Not Certified by P. T. Lab)
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC,?
&-30
7 -;)..(
7-;2t
7
::li
%
~;: r];,5f a -7/u
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ASTM TEST METHOD NO.
.-----,.
TRUCK #
/fO()
MIXING
PLANT
)/!c
DESIGN
STRENGTH fe
0-"1
TICKET #
C'SE AGG,
FINE AGG,
MIX #
ADMIX
LIME
SAND
;?;l SAftfP,h
ADMIX
MIX #
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MORTAR TEMP.
GROUT TEMP.
DATE SAMPLE RECEIVED
WORK CONFORMS
eport, by any method, and its transmittal to a third party, by any means. except in full, without the written permission
"This report is provided for the information of the client only. T
of Pacific Testing Laboratories, is prohibited:
"This certification attests to the accuracy of the result tained fr he
insp~ction. approval or acceptance of other asso' ad work or a war
Certified Report by
Pacific Testing Laboratories
MA89-1
t te performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
f de gn or workability of the specification requirements:'
JUL 2 R 1994
DATE
.' '.:.'..,:',
....-~.-.
~".~ '{ [ & ~ \
'1fL1 1ml
,"" 'L ,,'/ \' ? 7 1994 ~i.(:IFIC TESTIN
~E~:~"" "-. .:, EASTSIDEDMSICN ~~
,WA 98119" ' 11824NorthCrookp.,kwayN,',01'BolheI, WA 98011
(206) 282-0666, FAX (206) 282-0710 ..J (206) 485-4244 '451~' FAX (206) 485-4611
LOCATION
r"-. .-
"ORl
REPORT NUMBER 0 R
PREVIOUS RPT. NO. cJ<.
TACOMA DIVISION
2402 Paci!c Highway E, . Tacoma, WA 98424
(206) 922.9299. FAX (206) 922-1512
MAILING
ADDRESS
+
REPORTED
BY
REVIEWED
BY
PERMIT
NUMBER
DATE
lOGO 1.:/111 AVf. IV [
~~ -If-/~ tAl 14 (( J {i7
ATTENTION: ;t1;--/r,L,11 ~j,/1SC//1
ARCHITECT
PROJECT
ENGINEER
PURCH.ORD.
NUMBER
CONTRACTOR
INPLACE DENSITY TEST RESULTS
TEST LOCATION WET DRY MOIST * COMP SPEC P/F
DEN. DEN. % % %
1--"
----- L----- .-
-
------ ----- i-"
~
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/ ~
/ ~
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GAUGE STANDARD: MS r; G () OS t.j P 5cr '1 SAMPLE 1.0. PROCTOR VALUE
LAB METHOD: ~D1557 0 0698 o Rice '2 SAMPLE 1.0, PROCTOR VALUE
ASTM TEST METHOD (AS APPLICABLE) -:J '7;).2 io/1 '3 SAMPLE 1.0. PROCTOR VALUE
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
WORK CONFORMS YES 0 NO 0
'This r~rt is provided for the information of the client only, The r
of PacifIC Testing Laboratories, is prohibited:
'This certification attesls to the accuracy of the resuhs obt
repr...ent inspection, approval or acceptance of other
d andlor observations made within the delined scope of the work. Cert~ication shall not be construed to
s n or workability of th" spacification rllQuirements.'
Certified Report by
Pacific Testing Laboratorl
FIELD CONTACT:
DATE~
DATE
DR 93-2
~l
j
ill
I
&
l.~
"
i '; j
d
..: I
'.' . J I
., ~
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek Parkway N. #101 . Bothell, WA 98011
(206) 485-4244 . 451.8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
REPORT NUMBER LR 1 p/.O Ol9-
PREVIOUS RPT. NO /.{L.1t '1.53>
I ../
~~
/ ~;~ c:.~
PENINSULA DIVISION
10726 SlIverdale Way N W #105, Sllverdale, WA 3
(206) 698-6650 . FAX (206) 698-6648
JlLL..:' 1994
_ "_~.._.J
PACIFIC T':S1'ING LABO,;;;;OFT
MAILING
ADDRESS
SAr6u-~Ay' -r-:;/e'.- &Pc;..-r De-/T
I~)C) /6r"t. Ar~ tf/E. .". ~ /
_~e-.- -(tic. W~ q "i}lti
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LOCATION t::AR'oaJ ~~~~~RORD,
0./ .5~itle-- ~5
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DATE 6-,1!2 -/3
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NUMBER -/7 V J
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C-~I
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(7 h ~>.LJ ~ e:;; 7~("}~"'"
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/ /
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" /
ASTM TEST METHOD (AS APPLICABLE)
WORK CONFORMS YE~O D
"This report is provided for the information of the client ani
of Pacific Testing Laboratories, is prohibited:
this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
I te r 0 med and/or observations made within the defined scope of the work. Certification shall not be construed to represent
sign or rkability of the specification requirements."
Certified Report by
Pacific Testing Laboratori
FIELD CONTACT:
DATE
JUL 0 1 19~
DATE
LA 89-2
n !r\~-" , ,rr
Wi~' .4 -1@ /XU JUL 22 '^
i
~""'''>&r...,_-..,.._
~c TESTiNG~ORAt
"'= -
'=POAT NUMBEA CR 106128
PREVIOUS APT. NO. (!f 10) J1 <......
ABORATORIES
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle. WA 98119
(206) 282-0666 . FAX (206) 282.0710
EASTSIOE OIVISION
11824 North Creek Parkway N. #101 . Bothell. WA 98011
(206)485.4244' 451-8436' FAX(206)485-4611
TACOMA OIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922.9299 . FAX (206) 922-1512
PENINSULA OIVISION
10726SilverdaleWay N.W. #105. Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
MAILING
ADDRESS
/~~ t4l~~. E
,~ , ~ ?/tf
ATTENTION: /Ii ;.-hItt'I/ <J;;h;ZPpy\
-t~~t sr'f:
C;JI/ ~ . ~. ~~~~~'RORD
PROJECT
LOCATION
CONTRACTOR
REPORTED
BY
REVIEWED
BY
PERMIT
NUMBER
(, -ZCJ-,y
JUL 19 .
ARCHITECT
DATE
..2'? 19 2G~~~~ATE <1Y'ar;" 7CO
Petrik;
CS7
ENGINEER
MARK
SIZE
DATE TESTED
COMPRESSION TEST RESULTS
CHECKED
AREA (SQ. IN.)
AGE AT
TEST
ULTIMATE STRENGTH
LBS. PS.1.
zy.i!/S
z J: 3S-
I
'Cu3s-'
33~0
3 SV
C41
V7-
C60
0/ <::: '--Z~ "'1 CT- Z
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION ....hJ h 7" ..- /0
0~~H~R Co~S4wtl<4 g~~~ 6 -20-'iV ~~;I~~
I .
CEMENT .,1...<>
PROPORTIONS 0 Lbs. 0 Sacks/Cu. Yd.
(Not Certified by P T. Lab) 5&&
I
K:lsj
C'SE AGG. k.S1(; FINE AGG.
o Lbs. Din. Max.7lt OLbs. itY-)
It'll (.2C7
TYPE OF CEMENT
; SLUMP
~
TRUCK
~J
SUPER PLASTICIZED SLUMP
TICKET #
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
2-
ASTM TEST METHOD NO. C.'- 311 2 ~J
DESIGN ~ SAMPL~ I
STRENGTH fc "':5c-c.<:J TYPE . CV I
~.A.r- ~
ADMIX ;J :i - '1 Qd'-...
OPerSack Oper" ..... ~.' :2-3o-c...
ins.
cj,S-
%; QUANTITY
Cu. Yd.
C]/27
1(fj13110
AIR
-
MIX #
WORK CONFORMS Y
NOD
ny method. and its transmittal to a third party, by any means, except in full, without the written permission
rmed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
ility of the specification requirements,"
Certified Report by
Pacific Testing Laboratories
CR89-2
JUL 20 1994
DATE
~n [fl n ~ ~
m G[ & . 11(1r-~--,
Hlr.'i-! '~~~-'"4.I~ /UUi JUL 221994 I'
'VL'i ,)'.),'; .- 1994 1 ~
!
~~AC!;;-~~'~;;~G~~~O~RA
~"
SPORT NUMBER CR 1 0 612 9
PREVIOUS RPT. NO. !Ot,(Zr
& fl/).
ABO,RATORIES
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-071 0
EASTSIDE DIVISION
11824 North Creek Parkway N. #101. Bothell, WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E . Tacoma, WA 98424
(206)922-9299. FAX (206) 922-1512
10726 Silverdale Way N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
~+~/ ~r. Gttr-kCArh~",_Orrdm~"f
1000 I;J -1rV1'. }J E S,-< I -Ie :Jo /
s;,,, iij rtx <1 f!'~ '
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l' 3 f /' It / /k.. PURCH. ORD.
LCl I Qv' NUMBER
ARCHITECT
REPORTED DATE 6 - 20-9{/.
BY 14 CAST r
REVIEWED t\ ~ =-.' _ .
BY f1i., _- DATE_
~~~~IJR I d.~;; ~5~~~~ATE9vo r,(; 7CO
p Iv /<:.ern.r;"
t
err; -Ffet
CSL
MAILING
ADDRESS
ENGINEER
LOCATION
CONTRACTOR
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SO. IN.)
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. P.S.1.
CHECKED
I'
/C4J
q;z-
o-:;Z)
'2 ~. -y.,;-
z:t:3S-
TES~ :QUIPMENT ID NO'S. AND DESCRIPTION 50,'-/-r;) f C7 - 7/0
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CAST (J? <:-\..I - ( PLANT r-. '1J"jr=>
C'SE AGG. 7/3 FINE AGG.
D Lbs. D In. Max. D Lbs.
lira /J, 71
CEMENT
PROPORTIONS D Lbs. D Sacks/Cu. Yd.
(Not Certified by P. T. Lab) S-& <I
:r:-
ASTM TEST METHOD NO. C -31 / 2 r /
,
DESIGN ~ SAMPLE /
STRENGTH fc .::>~ TYPE c:y (
ADMIX AM ~z..
DPerSack DPer ~3crz.
TEMP. &
WEATHER
000 S",,.,/lY
(
TYPE OF CEMENT
; SLUMP
y
ins.
AIR
c;,~
%; QUANTITY
9' /'&3
!(?/1JrO
Cu. Yd.
TRUCK
c
TICKET #
f?<({(
("I
(~5
SUPER PLASTICIZED SLUMP
MIX #
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
Certified Report
Pacific Testing Laboratories
CR 89-2
WORK CONFORMS YE
NOD
ny method, and its transmittal to a third party, by any means, except in full, without the written pennission
ed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
r wor ability of the specification requirements."
JUL 20 1994
DATE
EASTSIOE DIVISION
11824 North Creek Parkway N. #101 . 8othell, WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
REPORT NUMBER LR 100068
PREVIOUS RPT. No<!..le.lO S- ~C; z
/.{ ?~ 5
/1/,/ c
f.v~I'1 _ ='IC- . U '- lb
~ ~ j
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ii
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OFFlCES . .
3257 16th Ave. W.' Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-0710
.-'-:';:::5
".h_'~~
PENINSULA DIVISION
10726 Silverdale Way N. W. #105 . Silverdale,
(206) 698-6650 . FAX (206) 698-6648
MAILING
ADDRESS
~-"7' ~. CONoCz "t. ~c-p
/000 ()-r-L A-v(. Al4:- JtI:&n
~~l<_UJ~. C)<(fI'
/
ATTENTION: .i-tt 1 L~{( ~t.~ -.-.J
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REPO
BY
~~VIEW r t DATE lo-l1-Oj 'f
~E~~[R 1~"5~ , ~5~~~~AT9~5 6704
ARCHITECT ~::::'"
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PROJECT
LOCATION
CONTRACTOR
e-sz
J"'7i
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(1"fU.-
I... ,..-
P M- ~~(.I <. ;/ .L..-{-~ /7)
ASTM TEST METHOD (AS APPLICABLE)
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
WORK CONFORMS YES)jrNO 0
,
"This report is provided fur the information of the client only. Th
of Pacific Testing Laboratories, is prohibited."
rt, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
ed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
ability of the specification requirements:'
Certified Report by
Pacific Testing laboratories
FIELD CONTACT:
DATE
JUN 23 1994
DATE
LR 89-2
~r~UN
PACIFIC TESTING LABORATO
, REPORT NUMBER CR 105892
PREVIOUS RPT. NO. 4' J1~C33. N
9# #e~
/ 7R /P ~ ..>> /A!:..
~~
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle. WA 98119
(206) 282-0660 . FAX (206) 282-071 0
EASTSIDE DIVISION
11824 North Creek Parkway N. #101 . Bothell. WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105, Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922-9299 . FAX (206) 922-1512
MAILING
ADDRESS
PROJECT
LOCATION
.s;~v,p.Y Z~ Cv.:J~7/O-V bAoPR77I?6-v7""
/Q:2J /2"" &EHV~ /VE 5Z/re 20/
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ATTENTION: ~ rz##~,t'/ ,k-...vs<:M/
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,c;/<e/Hf'.e~ -(/.#.Si/pt/~ NUMBER
~~P~ zr:so.v g~1~ ;;:.~. w~ /0 /~:p
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BY ~~~DATE
~~~~~R 7f/~G ~5~~~~ATE .9~oS- ~7Z00
ARCHITECT PYK.-<';t?;9/f/ ~C'~/nC7-S
ENGINEER ~~/~"S ~ ~-$ TR
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CONTRACTOR
COMPRESSION TEST RESULTS
A
B
~
:J)
MARK
SIZE
AREA (SQ. IN.)
o/~
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION
DATE TESTED
AGE AT
TEST
ULTIMATE STRENGTH
LBS. PS.1.
CHECKED
20/
~t3
-YZS :;--
C!/
~
~
#tU.l>
~/t!T.!'S r
(;7= 72/0
C-/23/
ASTM TEST METHOD NO.
DESIGN 3/\'?r7"'l
STRENGTH fc VU (./
SAMPLE"'" fi
TYPE [C:>N'~ (/b'~-<,
TYPE OF CEMENT ;7YP.o! .T-.2Z'
TEMP & ~ I j a. dt. DATE G ~ MIXING & Z> ~
WEATHER -,c Fr7ZJ' a;Y CAST -/0- ~ PLANT /T.l>Hp ;[M-ujl' "y
CN'~ ?;.:..A' - ~ ~
CEMENT
PROPORTIONS ~LbS. 0 Sacks/Cu. Yd.
(Not Certified by P T. Lab) S~.if % .3
TRUCK
ff'-a
TICKET #
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
POUR LOCATION AND NOTES: ON
Certified Report by
Pacific Testing Laboratories
CR 89-2
C'SE AGG.
~ Lbs. ~ In. Max.
/ 8r'~.J- Je//
FINE AGG.
~ Lbs. :;:"N'Z>
/2/S-~.J
U.f
.L.-+- ins. AIR
ADMIX
o Per Sack
~Per 7""2 A~A'"ib 3
23 de- JiIy~~ .3
%; QUANTITY 2:;Z- d f! C;'"fku. Yd.
N/T
,
N"/ ,(
,
MIX # KR/7 380
: SLUMP
SUPER PLASTICIZED SLUMP
MIX PROPORTIONS VERIFIED
BY BATCHING SUPERVISION?
~
6. - (,]-11.(
DATE SAMPLE
RECEIVED
st perla med andior observations made within the defined scope of the work. Certification shall not be construed to represent
esign or rkability of the specification requirements."
DATE JUL 11 1994
r~!\\-- ~\~:,~ ~
u~u JlIN L J ~
PACIFIC TES11NG \,ItBOAAli
.~.
CIFIC TESTING LABORATORIES
REPORT NUMBER LR 996 3 3
PREVIOUS RPT. No.~/o450.3-
J 11/<.5
I T;1j7C- ~
EXECUTIVE OFFICES
3257 16thAve.W. 'Seattle.WA 98119
(206) 282-0666' FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek Parkway N. #101, Bothell, WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 SllverdaleWay N.W. #105, Silverdale, WA
(206) 698-6650 . FAX (206) 698-6648
MAILING
ADDRESS
PROJECT
..:e;.;~.~ ~
/000 /;;' AJ/e: ))E #;20/
5~-ff~A- 11$ /? /
ATTENTION, )t,tz ~ ",If ~...J
~<-~'^- .~- ;,-'1'
~ -1(",. J I-- If Ec... . PURCH.ORD.
CA {(,,,,..., , NUMBER
REP
BY DATE
REVIEWEC"f7'V'\ "P - c.~ I _ a,. i-
BY ~ ~ ' DATE (!:) \
~~~~~R I r.~.;. { ~~~~~~AT~f'O
ARCHITECT D l.I k-e "".., 4~
/"
ENGINEER Dy k I:- h-7q,.......
CONTRACTOR c:.... S (
LOCATION
cf~ 0..<./
t....L.P ~ &, t:f
,
ASTM TEST METHOD (AS APPLICABLE)
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
WORK CONFORMS YES 0 NO
of this report, by any method. and its transmittal to a third party, by any means, except in full, without the written pennission
ual test perfonned andlor observations made within the defined scope of the work. Certification shall not be construed to represent
of design or workability of the specification requirements."
Certified Report by
Pacific Testing Laborato
FIELD CONTACT:
DATE
DATE
JUN 211994
LA 89-2
'fl;' 00 .
; /994 · i L i '! iil! j', ' 11 j,.;_. I 3 '99
- ; L..J ;hil!8 1 ~ - - I
. '~':J; ii';G-~:\~;;~;m{f.!Clf\lae
.' .,,,-,.,,--.. '..~.~,.,- ......... ~_...,."-,,,"..,,~__."f'-' .
1Ri-~NlEPORT NUMBER CR 10 4503
PREVIOUS RPT. NO. e..-R..(04 ~ (
LABORATORIES
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle. WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek Parkway N. #101 . 80thell. WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922-9299' FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105, Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
~t:. w ~z::z u <-. U /.J ~ T D-e..p r
(dOO (~C- A-c.lL P€.. #-7./)(
~S'"~tt-{"t: W~ ~~ tc (
ATTENTION: .,)A, (~(r:-(( ~4. ~ ~..0
Or'~L-V' -ta~ .5~ of ~ {,,<,)':7'
Cf ~ eI4-K~~ PURCH.ORD.
- NUMBER
~~Pop&rki- g~l~ (-1-9</
~~VIEWED Dtf;;{~\-l DATE 6 ~7 -q ~
~E~~IJR /~3 2 C ( ~5~~~AT1f'QS-;-'7~
ARCHITECT Z/yKct -~.....,.
,
ENGINEER .l)t k<:... ~ ~ '-
CONTRACTOR (:!)' /
MAILING
ADDRESS
PROJECT
LOCATION
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
DATE TESTED
CHECKED
I
36C>O
//70 C/O
///JZrO
.t.// 4/..r
, 93..r
CffC
C4C
T'2)E~PMEN: 10 NO'S. AND DESCRIPTION :;::',!"'7?s r c T 7 10
TEMP. & /'2 AA -I/./'/ ..! DATE /'.... 7 - 9 L/ MIXING , T;.A
WEATHER fl'. r"('ru.p7CASTW' T PLANT 1"( ?pr~
CEMENT C'SE AGG. FINE AGG.
PROPORTIONS ..BLbs. DSacks/Cu. Yd. ~LbS. Din. Max. 'i2tLbs.
(Not Certified by P t ~b) 5' (. i 1"8 ~ () I J /5*
J.~ Sll
TYPE OF CEMENT ; SLUMP _ ins. AIR
ASTM TEST METHOD NO. t:? I -I- s7
DESIGN .:7' _ _ SAMPLF...... /' /
STRENGTHfc~~ TYPE ~~ ~~ .
C{:.~ "'ok 0", ~tL ;log ~ to
14- 'f~z-
f/~ /~ ~
%; QUANTITY ,,(' Cu. Yd.
MIX # ffiVI 3~o
TRUCK
({-<j'
TICKET #
OO~bl
'f~f
&c-.:- r:-~"",-
SUPER PLASTICIZED SLUMP
POUR LOCATION AND NOTES:
MIX PROPORTIONS VERIFIED
BY BATCHING SUPERVISION?
~ d ~.f!~
th
DATE SAMPLE
RECEIVED
c:: ,e.. t't:' ~ 50 /
(P-B- fJ,-/
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
../~
/'
WORK CONFORMS YE D
I
"This report is provided for the information of the client only. T . produ io of this r port. by any method. and its transmittal to a third party. by any means. except in full. without the written permission
of Pacific Testing Laboratories. is prohibited:
"This certification attests to the accuracy of the resuits ob in from the ual test p rto[ ed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
inspection. approval or acceptance of other associated rk a warr r rkability of the specification requirements."
Certified Report by
Pacific Testing Laboratories
CR 89-2
JUL 11 1994
DATE
:..) ~
~. ~
(
t, RE
REPORT NUMBER L R 9 8 4 0 8
PREVIOUS RPT. NO. L R. Cj~'tC/l
fft, ~
/1/L~
. EXECUTIVE OFFICES EASTSIDE DIVISION
325716th Ave. W. . Seattle. WA 98119 11824 North Creek Parkway N. #101 . Bothell, WA 98011
(206) 282-0666 . FAX (206) 282-0710 (206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacitic Highwa~ E. . Tacoma. WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 Silverdale Way N.W. #105, Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
ENGINEER
CERTIFICATE
NUMBER
PROJECT
~~cy L~. - GnSfv"dzlv~ D~ PI-.
1000 l.JrJt~. WE #::J.ol I
S~IfI!'; wA 'tf;/f
~TTENTION: MJ-h:.JvII JJhn S-O~
Br~'8"A41 ~-Ie:V~
?38 Gt J /fA,A) ~~~~~'RORD.
REPORTED
BY
REVIEWED
BY
PERMIT
NUMBER
MAILING
ADDRESS
ARCHITECT
LOCATION
CONTRACTOR
e
ASTM TEST METHOD (AS APPLICABLE)
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
.. WORK CONFORMS Y~O 0
"This report is provided for the information of the client only. The reproduction of this report, by any method. and its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing Laboratories. is prohibited."
"This certification attests to the accuracy of the results obtained fro e actual test p rformed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
inspection, approval or acceptance of other associated work or warranty of design orkability of the specification requirements:'
Certified Report by
Pacific Testing laborat
FIELD CONTACT:
DATE
DATE
JUN 16 1994
LA 89-2
r.~ . . .
I P r-=Dl==P~,~~s,,_,.~~.~~ ~
d!J;; if il'
II!f'I', : ..' . '. ';'
1'1/1., 'JUN - 6 ""'1 . i
.J~LJ L_.~._..! .'L .
P.ACI~IC rs::"....,. -.....-..~ PACIF
L It -~~j1~'\r~~.t::'-~i,-}:;',"''',"_, :
~'''''''<'<
( -';PORT NUMBER CR 106154
PREVIOUS RPT. NO.
ORATORIES
EASTSIDE DIVISION
11824 North Creek ParkwayN. #101, Bothell. WA 98011
(206) 485.4244 . 451.8436 . FAX (206) 485.4611
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105 . Silverdale. WA 9B383
(206) 698.6650 . FAX (206) 698.6648
~c.
c::;o -z5..
~"J7~ ~ '7JW1'
ATTENTION: .?i,4'(! (k~J~
&~ C'"Y ;6"..), .J'A,;r e. '
9;77 ul'%""~ ~~~~~RORD.
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle, WA 98119
(206) 282.0666 . FAX (206) 282.0710
MAILING
ADDRESS
PROJECT
LOCATION
~Ui~7~
ARCHITECT
ENGINEER
W~J J/,
CONTRACTOR
COMPRESSION TEST RESULTS
AND DESCRIPTION C?- ~O
g~1~ $'27- 5'y ~~;lm;(l:l14
~~GG. FINE~
CB'Lbs. n. Max. ~s. d/3>-
1- 5"" or' J
MARK
SIZE
AREA (SQ. IN.)
Of
J- TEST EQUIPMENT 10 NO'
1'1 TEMP. & L-/" /:
WEATHER;;::) C/.(c
CEMENT
PROPORTIONS ~s. D Sacks/Cu. Yd.
(Not Certified by P. T. Lab) 5" C Y
TYPE OF CEMENT
::T-zT
TRUCK ~ ff
TICKET #
CJo6/
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
DATE TESTED
dl
c#
ASTM TEST METHOD NO.
DESIGN 3
STRENGTHfc ~(/
c- /"'?Y/
SAMPLE G /
TYPE 7
ADMIX _/
D Per Sack [3' Per
9S. 0 oJ: /-f"~
Y<1'
,
---.
SUPER PLASTICIZED SLUMP
%, QUANTITY ~
MIX # A~.41 .3 Yo
/\./7
: SLUMP
ins. AIR
Cu. Yd.
1;-
l' /~;/ 7d,..,/.. 6,2. Y
"This report is provided lo""e information 01 the client on
of Pacific Testing Laboratories. is prohibited:
Certified Report by
Pacific Testing Laboratories
CR8!/-2
WORK CONFORMS YES fQ NO D
report. by any method. and its transmittal to a third party. by any means, except in full, without the written permission
rformed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
or workability of the specification requirements."
JUN 2 9 $
DATE
Seattle
Bothell
Tacoma
Sumner
Peninsula
Portland
One Lab.
One Consultant.
One Solution.
Eastside Division
11824 N. Creek Pkwy N.
Suite 101
Bothell, WA 98011
U.S.A.
Tel: (206J 485-4244
Fax: (206J 485-4611
Bellevue: 451-8436
Peninsulll: 698-6650
Pacif!" ,
Fir; '7i ,..
!.)! {~_/~J Ii n ICJ
/ hi ! i --~"~,="" ;c._ -, :';"" '-'~~-'-'l
f I!'; ! ,i iA4Av 2 -{'
~t.:.d i IfVlj I
.if
t!.c.:~.~._._
Testing
T:-::\C1.~';:}C
Laboratorjes'-~
., '~"-.""...'._,-~
"'-''-':,-/:-',
May 27, 1994
Certificate No. 9405.6700
Page 1 of 8
Mr. Mitchell Johnson
SAFEW A Y INC CONSTRUCTION DEPARTMENT
1000 - 124th Avenue Northeast, Suite 201
Bellevue, W A 98004
Subject: Bremerton Safeway
Dear Mr. Johnson:
As requested and agreed, Pacific Testing Laboratories analyzed the material sampled by a
representative of Pacific Testing Laboratories (see LR99626) for proctor and sieve analysis.
Material testing was performed in accordance to ASTM standards. Test results conform to
applicable specifications unless otherwise noted. Please refer to Table 1 on Page 2 for test
results.
This report is provided for the information of the client only. Reproduction and transmittal of
this report, or any section of this report, to a third party is prohibited without permission from
Pacific Testing Laboratories.
If you have any questions, please contact us at (206) 451-8436 or 485-4244.
Matthew A. ,Miller, P.E., Eastside Divis' n
C. PRINTED ON RECYCLED PAPER
':..""i .,k_ "- :l..-' :':~-.""_"7'"<;..~,~,-,..,~._-_...~:t"".";:--
EXEClJTIVE OFFICES
325716f1Avs. W. 'Sealllo, WA 98119
(206) 282-ll666 . FAX (206) 2S2~71 0
.,'
7c T
REPORT NUMBER 0 R 0 5 5 0 0
EASTSIDE DIVIS/CN
11824 Noeth Creek ParkwayN. #101' Bolhol, WA 98011
(206) 4854244 .451-8436. FAX (206) 485...\611
P.O. Box 505, Siv...dals, WA 98383
(2061698,(;650' FAX (206) 4854611
MAILING
ADDRESS
c
.6.-
( ~7Tk &1/#
t'
ATTENTION: ~#k//
t?~~r~' S-rbrc.
938' ~ //f;rw ~.
ARCHITECT
REPORTED
BY
REVIEWED
BY
PERMIT -(') -z 10
NUMBER c?4~ T NUMBER
I
~~~
_ S"' ."/r ~L4J ,,'Tr.
t":r:.S:7
/~
S'-.27-9V
.
PROJECT
ENGINEER
LOCATION
PURCH. ORD.
NUMBER
CONTRACTOR
INPLACE DENSITY TEST RESULTS
TEST LOCATION
WET
DEN.
DRY MOIST
DEN. %
C~MP S~;C P/F
I
" SAMPLE I.D.
PROCTOR VALUE
LAB METHOD: '
'2 SAMPLE I.D.
PROCTOR VALUE
ASTM TEST METHOD AS APPLICABLE
PROCTOR VALUE
"This r"f'Ort is provided for the information of the clien
of PacifIC Testing Laboratories, is prohibited."
WORK CONFORMS YES NO 0
Certified Report by
Pacific Testing Labo
d and/or observations made within the defined scope of the work. Cert~ication shall not be construed to
ign or workability of the specification requirements."
DATE
MAY 311994
DATE
PAGE 4 OF 8
========================: .========================= =========================
Date:
Certificate No.:
Client:
-------------------------------------------------------------------------------
GRAIN SIZE DISTRIBUTION TEST DATA
Test No.: 9
===============================================================================
5-26-94
9405.6700
SAFEWAY INC / BREMERTON
-------------------------------------------------------------------------------
Sample Data
-------------------------------------------------------------------------------
Location of Sample:
Sample Description:
USCS Class:
AASHTO Class:
BELFAIR S & G (#1)
BRWN SANDY GRAVEL
GW
A-1-a
Liquid limit:
Plasticity index:
NA
NP
-------------------------------------------------------------------------------
Notes
-------------------------------------------------------------------------------
Remarks: ASTM C136/D140 ID# .008LFO PASS #200 (3/4): 3.1%
Tested by, date: MLi5-26-94
Checked by, date: JSM,5-27-94
LR No.: 99626 Fig. No.: 1
-------------------------------------------------------------------------------
Mechanical Analysis Data
-------------------------------------------------------------------------------
Initial
Dry sample and tare= 18321.75
Tare = 0.00
Dry sample weight = 18321.75
Sample split on 0.75 inch sieve
Split sample data:
Sample and tare = 2571.75 Tare = 0 ~ample weight = 2571.75
Cumulative weight retained tare= 0
Tare for cumulative weight retained= 0
Sieve Cumul. wt. Percent
retained finer
2 inches 0.00 100.0
1.5 inches 419.00 97.7
1 inches 1799.50 90.2
0.75 inches 3312.00 81.9
0.625 inches 181.40 76.1
0.5 inches 429.20 68.3
0.375 inches 708.50 59.4
0.25 inches 1071.90 47.8
# -4 1271.00 41.4
# 10 1693.90 28.0
# 20 1921.30 20.7
# 40 2087.70 15.4
# 60 2260.20 9.9
# 100 2437.50 4.3
# 200 2491.20 2.6
-------------------------------------------------------------------------------
Fractional Components
-------------------------------------------------------------------------------
% + 3 in. = 0.0
% FINES = 2.5
% GRAVEL = 58.6
% SAND = 38.9
085=
030=
Cc =
21.09 D60=
2.3605 D15=
2.2909 Cu =
9.727 D50= 6.887
0.40087 010= 0.25003
38.9045
========================: ========================= =========================
PAGP-.7 OF 8
-------------------------------------------------------------------------------
\
G~LN SIZE DISTRIBUTION TEST ~TA
Test No.: 10
Date:
Certificate No.:
Client:
5-26-94
9405.6700
SAFEWAY INC j BREMERTON
===============================================================================
-------------------------------------------------------------------------------
Sample Data
-------------------------------------------------------------------------------
Location of Sam~le:
Sample Descript1on:
USCS Class:
AASHTO Class:
BELFAIR S & G (#2)
BRWN SANDY GRAVEL TRC SLT
GP-GM Liquid limit:
A-1-a Plasticity index:
NA
NP
-------------------------------------------------------------------------------
Notes
-------------------------------------------------------------------------------
Remarks: ASTM C136jDl140 ID# .009
Tested by, date: ML,5-26-9
Checked by, date: JSM,5-27-9
LR No. : 99627
8.0%
---------------------------------- --------------------------------------------
Fig. No.:
1
-------------------------------------------------------------------------------
Mechanical Analysis Data
Initial
Dry sample and tare= 22146.96
Tare = 0.00
Dry sample weight = 22146.96
Sample split on 0.75 inch sieve
Split sample data:
Sample and tare = 2156.89 Tare = 0 Sample weight = 2156.89
Cumulative weight retained tare= 0
Tare for cumulative weight retained= 0
Sieve Cumul. wt. Percent
retained finer
2 inches 0.00 100.0
1.5 inches 909.00 95.9
1 inches 2614.50 88.2
0.75 inches 4422.00 80.0
0.625 inches 128.90 75.3
0.5 inches 366.10 66.4
0.375 inches 575.80 58.7
0.25 inches 820.40 49.6
# 4 957.50 44.5
# 10 1274.60 32.7
# 20 1511.40 24.0
# 40 1721.70 16.1
# 60 1884.10 10.1
# 100 1961.00 7.3
# 200 1984.40 6.4
-------------------------------------------------------------------------------
Fractional Components
-------------------------------------------------------------------------------
% + 3 in. = 0.0
% FINES = 6.4
% GRAVEL = 55.5
% SAND = 38.1
D85=
D30=
Cc =
22.65 D60= 10.093 D50= 6.442
1.5453 D15= 0.37931 D10= 0.24491
0.9661 Cu = 41.2098
lEPORT NUMBER CR 10613 8
\ D4Cl<J2
~\e~
-,J7/t~. ~~~
r;:=r; \/ "It.-
PREVIOUS RPT. NO.
<
.ING LABORATORIES
._~~.
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle, WA 98119
(206) 282-0660 . FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek Parkway N. #101 . Bothell, WA 98011
(206) 485-4244' 451-8436. FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922-9299. FAX (206) 922-1512
PENINSULA DIVISION
10726 Silverdale Way N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
MAILING
. ADDRESS
REPORTED DATE ~
BY CAST ~ G
~~VIEWED tJ,a~T~
~E~~~R \,s ~2 b ~5~~~~~ <.\D:s ~ ~ 0
T)~~
\
~J. 'v.7VV'\CL....
\
~,~\
ARCHITECT
ENGINEER
MARK
SIZE
AREA (SQ. IN.)
COMPRESSION TEST RESULTS
CONTRACTOR
OlD
TEST EQUIPMENT 10 NO'S. AND DESCRIPTIONS\ cYl \ O.~
TEMP & J ~ n../J DATE 0 ~ MIXING \( n
WEATHER (oL.J U'-.:... CAST t'~ PLANT -I ...L roo.... ,-
CEMENT C'SE AGG. ~/8 FINE AGG. ~
PROPORTIONS ~s. 0 Sacks/Cu. Yd. &s. 0 In. Max. l6t,es.
(Not Certified by P T Lab) ~ Y- \ Sc+ u J il \ ~
e, l/-V
TYPE OF CEMENT
~
-:c:cl:J.J-
; SLUMP
TRUCK
w
TICKET #
DOl ~ SUPERPLASTICIZEDSLUMP
SAMPLING IN ACCORDANCE WITH
APPLICABLE CODE AND SPEC.?
ASTM TEST METHOD NO.
DESIGN 2.___~
STRENGTH fc~
~\~3C\
~~~:Lt:tsV\ ~~~
ADMIX
OPerSack OPer AS A
~~
ins. AIR
%; QUANTITY J 0 f 16Z CU. Yd.
MIX # \CR 'fr\ ~60
any method, and its transmittal to a third party, by any means, except in full, without the written permission
an r observations made within the defined scope of the work. Certification shall not be construed to represent
abili of the specification requirements:'
Certified Report by
Pacific Testing Laboratories
CR 89-2
JUN 24 1994
DATE
_,+.~."='_"f.'",,,:'..,s;:~':"':.""',,-~-_~___~~~V~ffi~1'r~~:;;~~'\\
- fi\ Ii II \.5 hq~
:" . ....._0!..~..c.:~B..~~~11!\!. ~&.
PACIFIC TESTING LABORATORIES
~,.
REPORT NUMBER LR 99627
PREVIOUS RPT. NO. t;( 9 9 ~ ~,
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle. WA 98119
(206) 282-0666 . FAX (206) 282.0710
EASTSIOE DIVISION
11824 North Creek Parkway N. #101 . Bothell, WA 98011
(206) 4B5-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922.1512
PENINSULA DIVISION
10726 Silverdale Way N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
LOCATION
REPORTED €_ I ~ ./ ~/
BY w " t<:--" DATE S- - .2.,.-C/.,
~~VliWED ~ ,U~ DA-MAY 2 6 1994
~E~~I~R/~5;t c ~~~~~~AT~yoS- (7t?O
ARCHITECT ..l)uR~ .......-""""
/
ENGINEER uyKI:-,.......,.,;
CONTRACTOR e S" r
PROJECT
SA -Pe WA.y .z:.Al~. eo.w::;t U.e..il'
\ 000 l~ t-L... ,AvE.. tJE.""'.l.o I
S~-ttlE WA 0; 'ZS I ~ ,
ATTENTION: ..M.-:r ~ -s::L...._ ~..J
6.,-~ u.- ~ '\J ~ -r~ IA...JA'/
eA.J{ ~tA.J + II" PURCH.ORD.
, NUMBER
MAILING
ADDRESS
o l.-r-...... ~ ~1. {" .. ~~v-<-.::t-- s 'T:;,..L s: . (, -r... p- ~ "'r f.-~.....
~::a-z r-~("'r; >< :='-~ C)---~~(~ ~
". '- L Iv~ .p,-oc...~ S::;A ~ -V" I~ L ~~t"4 L)
~l~tl. )~Nt> 4\0- ~~l?F ...2..
ASTM TEST METHOD (AS APPLICABLE)
WORK CONFORMS
is port. by any method. and its transmittal to a third party. by any means, except in full, without the written permission
al test erformed andlor observations made within the defined scope of the work. Certification shall not be construed to represent
of desi n or workability of the specification requirements."
Certified Report by
Pacific Testing Laboratori
FIELD CONTACT:
DATE~
DATE
I QAQ_?
REPORT NUMBER LR 9 9 6 2 6
PREVIOUS RPT. NO. LJt.. " (J s"
~. '
- .~.-=."-". :~~'~';~G?i:'~S .'
EXECUTIVE OFFICES '-"'''''''''''~''',J EASTSIDE DIVISION
3257 16thAve. W.' Seattle. WA 98119 11824 North Creek Parkway N. #101. Bothell. WA 98011
(206) 282-0666 . FAX (206) 282-0710 (206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highwa~ E. . Tacoma. WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA OIVISION
10726 SilverdaleWay N.W. #105' Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
s~-+<- W~ 5:-NL 6...,~-r V~-r-
/CJOcJ I~-H-. AVE- IV€. :4-).~JI
)..~~c. fA...) A. tj ~ /1 (
ATTENTION, Ptu-"'(......l{ Ei...~ ~
~~ <.A-,..:t-e,..v . 5A (.V~
,p ~ ~ , .L. tl"f-~ PURCH.ORD.
~fV -..-- NUMBER
REVIEWED
BY
PERMIT
NUMBER
~~P9jVD (30...- It. Cy- t:ATE , - .J (- f f
~ -~.::::>::: DATE~
/~$) C ~G~~~~AT~f.:1? C70<?
Vrfi:~4-'
DII<e.~A A.J
C:-<f'(
MAILING
ADDRESS
ARCHITECT
ENGINEER
LOCATION
CONTRACTOR
~-~
~s, ~--
'5,._ ~
- Cj_- /J-'-
"This report is provided for the information of the client only,
of Pacific Testing Laboratories. is prohibited:
""4--
WORK CONFORMS YES"BNOD
ASTM TEST METHOD (AS APPLICABLE)
any method. and its transmittal to a third party. by any means. except in full. without the written permission
d and/or observations made within the defined scope of the work. Certification shall not be construed to represent
kability of the specification requirements."
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
MAY ~ '7 1994
DATE
DATE
,EPORT NUMBER CR 10 4 4 9 3
PREVIOUS RPT. NO. LA It)t! &2-
EASTSIDE DIVISION
11824 North Creek ParkwayN. #101, Bothell. WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma. WA 98424
(206) 922-9299' FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105, Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
LOCATION
REP
BY
REVIEWED
BY
PERMIT LZ-Z-"'J /7
NUMBER ;:) ./.,,4 ~ NUMBER_
~~tff~~
(" r ~ /h-1Q.-<./
CONTRACTOR C..t;-r---
PROJECT
,v.., DJI'lfT:
/C'OO /.;. Ale.. ,v'6. ~~c!J1
5UrTtu: tJA ~i
ATTENTION: XL/ft.k<-L( ,:> "*'- ~.,./
~~~-fcJ~ ~v7
AI ",t.LOC<J t- (rrL PURCH.ORD.
L, NUMBER
ARCHITECT
MAILING
ADDRESS
ENGINEER
COMPRESSION TEST RESULTS
MARK
SIZE
AREA (SQ. IN.)
DATE TESTED
CHECKED
).. 7 :.5- (Jf
Yr< d aI
or. [ ~ (--r r- r
TEST -:Q~MENT 10 NO'S. AND DESCRIPTION ~, r ~ { ~ -T /0
0EE~iH&ER 7t~ ~~ ~V g~1~ ~2S-9f ~~;I~~ I', r$"A~
f .
CEMENT
PROPORTIONS F.:If bs. 0 Saeks~Yd.
(Not Certified by P Thil) ~ t 7--
TYPE OF CEMENT -:z:.- - ~
TRUCK AI' - 7.. C) TICKET # ~O 'j.. , SUPER PLASTICIZED SLUMP
,
SAMPLING IN ACCORDANCE WITH . 0 ~ MIX PROPORTIONS VERIFIED
APPLICABLE CODE AND SPEC.? Y t.-- BY BATCHING SUPERVISION?
~C- CR.lll(~9L
C'SE AGG. FINE AGG.
)QLbS. 0 In. Max. ~s.
/ {5L/O /.2/ ~
; SLUMP ;J. *' I'
ASTM TEST METHOD NO. C ~ I .f- '5' 7
DESIGN ~O SAMPLE~ /' ;:
STRENGTH fe TYPE L::;jI,vC L ~
{ I
ADMIX _,/ J A L/
o Per Saek ~. _ff~ e> Z-
ins.
AIR
%; QUANTITY
Cu. Yd_
MIX #
POUR LOCATION AND NOTES:
#"
~ty k~/-~~-J
DATE SAMPLE
R~VED
..,...AA; e-.5
~. UJ. 9S--
Certified Report by
Pacific Testing Laboratories
CR89-2
WORK CONFORMS YEsf!! NO 0
method. and its transmittal to a third party. by any means. except in full, without the written permission
observations made within the defined scope of the work. Certification shall not be construed to represent
ilily of he specification requirements:
JUN 23 1994
DATE
Inf9 [[I ~ .
if. i(,~i~~"__~_"_ -=~~ n
,i :~., j l' 27 1994 U
..""..) -.JUN
kwu J
" J "~__._J ~ CIFIC TESTIN
MafIC TESTING u~.,,'or!\y-;; p
'-
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIOE DIVISION
11824 North Creek Parkway N. #101, 8othell, WA 98011
(206) 485.4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105, Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698.6648
MAILING
ADDRESS
PROJECT
LOCATION
~~POW ~~l - g~1~ _S--
~~VIEWED ,&.~ DATE JUN 2
~~~~~R /S3~(.. 25~~~~ATEtr05''6700
ARCHITECT Dv }(..E. J.(A P
Dy K.G.- ftAN
CONTRACTOR 6-1 r
lEPORT NUMBER CR
PREVIOUS RPT. NO. tt<
54+ e to..? A-t ..z;,.; ~ . G,,L.> ~ Vc..P~
/000 1.J.1:k A y~. /VE tFJ.ot
:5~tftc) WI\:-. C,6 ('II
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&-'C..""- ~ \"'C "".:SA~e. '^-' f\ Y
~~,w I ((~ PURCH.ORD.
v""t NUMBER .
ENGINEER
60 -::r ~
TEST EQUIPMENT 10 NO'S. AND DESCRIPTION-"5~, J'fe;r- t:!...T 7 1 "
TEMP. & 7...,,(/# C. DATE ,.- -'J ':l-~i MIXING i/../~
WEATHER 6 ~:..t "''''-'( CAST.::> "'~...J I .' PLANT n ({ ;"'T
CEMENT C'SE AGG. ?4 FINE AGG.
PROPORTIONS .~ bs. 0 saeks~/c . Yd. ~bS. 0 In. Max. "'E?r:. bs.
(Not Certified by P. T.Lab) 5' ~ ~ /l5' if 6 I ~ ( ~
~. 1:- .,
TYPE OF CEMENT .-:.t- ~ ; SLUMP "'3 :.2. ins.. AIR
TRUCK 11'- (I TICKET # 00 6/ ~ SUPER PLASTICIZED SLUMP
SAMPLING IN ACCORDANCE WITH . ~ < MIX PROPORTIONS VERIFIED
APPLICABLE CODE AND SPEC.? ye-:...;2 BY BATCHING SUPERVISION?
POUR LOCATION AND NOTES: -f::~c:..c p ~...v ~C-+<-
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DESIGN 3~o 0 SAMPLEAlP /7 I
STRENGTH Ie TYPE ~,u<e.. '"-=lo'o -
,
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SIZE
AREA (SQ. IN.)
DATE TESTED
.-, r: LJ C.
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CHECKED
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MIX #
DATE SAMPLE
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WORK CONFORMS YES ~ 0
method, and its transmittal to a third party, by any means, except in full. withoul the written permission
m d/or servations made within the defined scope of the work. Certification shall not be construed to represent
r rk ilit of e specification requirements."
Certified Report by
Pacific Testing Laboratories
CR89-2
DATE -JY-N 2 3 1994
':......-:-:.""'-::":'::~-1..::...-:~:c~-,,--:";.-:-:.~,~";r-_~~,....._"".~~ '
hi ii ry m' '.. r~~'7
o<~,,~:~-,<.~~s.,o"~"~'===11 N ! ~
<". '7 " 'i."
REPORT NUMBER L R 9 9 6 2 5
PREVIOUS RPT. NO. e,~ /0<:/&5
......:-.::: :
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle, WA 98119
(206) 282.0666 . FAX (206) 282-0710
EASTSIOE DIVISION
11824 North Creek ParkwayN. #101. Bothell, WA 98011
(206) 485-4244.451-8436. FAX (206) 485-4611
TACOMA OIVISION
2402PacificHighwayE,. Tacoma, WA 98424
(206) 922-9299. FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105. Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
.v~c/
PURCH.ORD!
NUMBER
ENGINEER
DATE
5"- .,25-?
MAILING
ADDRESS
s......J
DAT~AY ~
CER IFICATE ~ ..../?CV'
NUMBER Go- ' ~
ARCHITECT
LOCATION'
CONTRACTOR
AJ., r:>
~tc..4--
~ ~O-r
EyTev~v _ -/'I) $' ~ -2 62>0 ~S" F"' urt'..vJ
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I~ 0(<:.-.4,< fhk .r~......~ c ~ ~.- L ~ A,.) S
ASTM TEST METHOD (AS APPLICABLE)
"This report is provided for the information of the clie
of Pacific Tesbng Laboratories, is prohibited."
WORK CONFORMS YES,8I' NO 0
rt, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
ctual t P ormed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
o esig r workability of the specification requirements,"
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
DATE~
DATE
LA 89-2
..-r"'~rc>"',",,'''~''''':''''''';
-,. ",- .,=,...:."-,...".
REPORT NUMBER LR 99624
PREVIOUS RPT. NOt ;<. 9'16;1~
7H~S
/-ol/Ct/ .
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIDE OIVISION
11824 North Creek Parkway N. #101 . 8othell, WA 98011
(206)485-4244.451-8436' FAX (206)485-4611
TACOMA OIVISION
2402 Pacific Highway' E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 Silverdale Way N. W. #105 . Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
trk-.
.~O ~ ~ tJE-..
::5~ttIAL ~-t. 7 ~ I q I
ATTENTION: At Te- ~Ll . o~'^4'o.AJ
S'~IZ~c..fL Q 5~n:wPff
93'5 AJ, Ci4lt. ~~~~~RORD.
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5<. b ;;( 4. tt. ~ '-'f: t!. ~~u Di,io ~ 5 .. (
MAILING
ADDRESS
DATE S"- <:)-
DATEMAY~~
/ ~:?'J/ CERTIFICATE
NUMBER .J d,;. fg NUMBER . e::(::)
ARCHITECT fJ<.1I~.J
ENGINEER - ~ ((;- A Jr~
CONTRACTOR t!.- 51
PROJECT
LOCATION
ASTM TEST METHOD (AS APPLICABLE)
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
WORK CONFORMS YES
00
"This report is provided for the information of the client only, The reproduction of this report, by any method, and its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited:
"ThiS certifIcatIOn attests to the accuracy of the results obt me from the actual test performeQ andlor 0 se vatlons made WIthin the defined scope of the work Certification shall not be construed to represent
Inspectl~~;: a;:~:~ o~;er associated or warranty of deSign or wOrkabIlity of sp clflcallon reqUirements" ~~~f}~q L/
Pacific Testing Laboratories DATE _.' ~ _ _ I
FIELD CONTACT: DATE ML '_, 19 4
I R AQ~?
. .. ~.
PACIFIC TESTING LABORATORIES
~..
, REPORT NUMBER LR 99622
PREVIOUS RPT. NO. j) f2 0 J~ 75
fir
> EXECUTIvE OFFlCES' EASTSIDE DIVISION
3257 16th Ave. W. .Seatt1e.WA 98119 '11824NorthCreekParkwayN.#101.8othell.WA 98011
(206) 282-0666 . FAX (206) 282-0710 (206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highwa~ E. . Tacoma. WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726SilverdaleWayN.W #105. Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
PROJECT
1i!:~;;t:"~M/
, .' , 0A Cf! J~/
A/I ) I -
ATTENTION: IVl:=kj~t JcJhn50/1
~A!r!Av^ ~-!ewl
tz? % C /t;W ~~~~~'RORD.
ARCHITECT
LOCATION
11.;h~DATE~
IP - CL DATE
1S-3,;l G ~E~~~~ATE 7'.y'OS:C7oc>
j)~l;~
CONTRACTOR 5 /
REPORTED
BY
REVIEWED
BY
PERMIT
NUMBER
MAILING
ADDRESS
ENGINEER
ASTM TEST METHOD (AS APPLICABLE)
WORK CONFORMS YES ~O 0
ethod. and ilS transmittal to a third party, by any means, except in full, without the written permission
p ormed dlor observations made within the defined scope of the work. Certification shall not be construed to represent
work !Iily of the specification requirements:'
Certified Report by
Pac,ific Testing Laboratories
FIELD CONTACT:
DATE
MAY 2 5 1994
DATE
LA 89-2
..,..- i
~
'--.
REPORT NUMBER DR 0 5 4 7 5
PREVIOUS RPT. NO. \ DL S 7
sYe-AIC
~I'~
REPORTED a.--
BY ~ DATE
REVIEWED ~ f\ ~
BY ~ ,~ DATE
PERMIT I....... "?2. C- CERTIFIC -_
NUMBERj~ ~ NUMBER
ARCHITECT -=:b~ ~n .
PROJEC~~.~ ~ ~ ~~ ENGINEER -=-u.,..<~ <L.a.....'
n:2 0 /"'J ,...,.., ........ PURCH.ORD. ~ c --
LOCATION ...::'I..::::> 0 Lt'\ \LVC) Lv NUMBER CONTRACTOR '- 2\ t
WORK DESCRIPTION: ~ ~ /~ U.n \ Jl. n.... l~ pl a l?.. ~ ~ I.~ ~..:.--. -\-- av--.
e~ ~t:+~~'~~::{ .~~t :;;Q.l ~:-
;:,&-:-~:' ~ ~-d2:~ hL\ ~+r:>w~. ~... ~
/ I
EXECUTIVE OFFICES
3257161lAvo. W.' s..Ille, WA 98119
(206) 282.0688 . FAX (2Q6) 282.0710
EASTSIDE DMSICN
11824 North Cleek ParkwayN."01 . Bolhel, WA 98011
(20614854244 '451-8436, FAX 1206) 4854611
MAILING
.t.:!JDRESS
TACOMA DIVISIO'I
2402 Paciic Highway E. . Tacoma, WA 98424
(2061922.9299' FAX 1206) 922.1512
PENNINSlU DMSIO'I
P.O. Box 505' s.iverdalo, WA 98383
(206) 698-0650' FAX (206) 4854611
INPLACE DENSITY TEST RESULTS
TEST LOCATION WET DRY MOIST P/F
DEN. DEN. %
~ 'S~k.Wc;;Q.~
.0 -b')~
r.b _~I
2.1 -'=.I
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GAUGE STANDARD: MS 5\, OS
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LAB METHOD: 01557 0 0698 0 Rice
PROCTOR VALUE
PROCTOR VALUE
PROCTOR VALUE
'This C\'rtificalion attests to the accuracy of the resu~s obtain
represe),t inspection, approval or acceptance of other asso ted
tho ,and ~s transmittal to a third party, by any means, except in full, w~hout the written permISsion
WORK CONFORMS YES 0 N
Certified Report by
Pacific Testing Laborato
FIELD CONTACT:
DR 93-2
MAY 25 1994
o;//f ~ Y
DATE
DATE
'. ,..~ ------
,F--r-..
. ,
REPORT NUMBER LR 100198
PREVIOUS RPT. NO.
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle. WA 98119
(206) 282-0666. FAX (206) 282-0710
EASTSIOE OIVISION
11824 North Creek Parkway N. #101. Bothell. WA 98011
(206) 485-4244' 451-8436' FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highwal E. . Tacoma, WA 98424
(206) 922-9299 . FAX (206)922-1512
PENINSULA DIVISION
10726SilverdaleWayN.W. #105, Silverdale, WA 9B383
(206) 698-6650 . FAX (206) 698-6648
MAILING
ADDRESS
~~
/000 1 I z.-.;pt; 47./1:-
1.-./ if
5'V/~ 2.! I
'6 e't4c:-V<.U"'
/Je:-
t? fboo1
REPORTED t!{-l{
BY 11..(t!:'>t...
~~VIEWED l) .~
PERMIT
NUMBER
DATE S- -I' 7 - 9 <:/
UATE~
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WORK CONFORMS YE;:r-O NU 0
"This report is provided for the information of the client only. The reproduction of this report, by any method, and Its transmittal to a third party, by any means, except In full, without the written permission
of Pacific Testing Labocatories, is prohibited:
"This certification attests to the accuracy of the results obtained from the actual test performed and/or observations made within the defined scope of the work. Certification shall not be construed to represent
Inspection, approval or acceptance of other associated work or a warranty of deSign or workabIlity of the speCification requirements.'
Certified Report by ~ ~ i r
Pacific Testing Laboratories 4t:/? - c; -
FIELD CONTACT:
DATE
LA 89-2
p-
I
s- - r7-- 'r y
.
DATE
"
: ~ Ii'
REPORT NUMBER DR. 10757
PREVIOUS RPT. NO.q / O:J --Z3 V
,
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;; ~/;j;.~-":} I~'; :.~ .,~~,~~~-:" . ~': ;~: l. -\:='~.'~~T;
L.".,..~>"EXEClJT\VE OfFICES
325716I1Av.. W.oS-ollle, WA 98119
(206) 282'()868 . FAX (206) 282'()710
...J REPORTED ~/&-?~
BY . DATE
MAILING /. # 0 REVIEWED DATE ~
ADDRESS BY
( s:;/~ ~A.J~ ~/y PERMIT 25~~~~ATE79'o:s~~kJ
NUMBER
~%.?'C-// , .
ATTENTION: ..k~.N~ ARCHITECT L}~.~~-,
g~~r~ ~ .s::',ftt:Ar(';,URCH. ORD.
PROJECT ENGINEER ~.h /~".J
LOCATION 7:5? Cc/ /C v..J NUMBER CONTRACTOR 'C" 5,;;;C
G__e f:'5r @
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TEST LOCATION
,5,W'. C onv~" <::l :>'/e / ~/~~o
t:U~ 5' e <=/~r' 3~'
AJ, (;AJ. Cct",...,c?Y s r ;-;<:.../e,.
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represent inspection. approval or acceptance of 0
PROCTOR VALUE
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) '/Jv,..,k
WORK CONFORMS YES Ui NO 0
rrned and/or observations made within the delined scope 01 the work. Certffication shall not be construed to
of. sign or workability of the specification requirements.'
Certified Report by
Pacific Testing Laborator
FIELD CONTACT:
OATE#;94
DATE
DR 93-2
Pacif: .
,/,. ~.~ .
(
""""'... .. - '::C,"._".;::-;'.'
fr\r' m n {b" ";, Ii n"' \
1\.1 I~n'_~~,~-==" "'ill
I yH' .dO __I ,,' \ \.:11
Laboratories " HfW n8 r :,.J:
, ,c::~2~,~~~~;:~!:::~~]
Testing
Seattle
Bothell
Tacoma
Sumner
Peninsula
Portland "
May 17, 1994
Certificate. No. 9405.6700
Page 1 of 6
Mr. Mitchell Johnson
SAFEW A Y INC CONSTRUCTION DEPARTMENT
1000 - 124th Avenue Northeast, Suite 201
Bellevue, W A 98004
One Lab.
Subject: Bremerton Safeway
Dear Mr. Johnson:
One Consultant.
As requested and agreed, Pacific Testing Laboratories analyzed the material sampled by a
representative of Pacific Testing Laboratories (see LRI00373) for proctor and sieve analysis.
Material testing was performed in accordance to ASTM standards. Test results conform to
applicable specifications unless otherwise noted. Please refer to Table 1 on Page 2 for test
results. '
This report is provided for the information of the client only. Reproduction and transmittal of
this report, or any section of this report, to a third party is prohibited without permission from
Pacific Testing Laboratories.
One Solution.
If you have any questions, please contact us at (206) 451-8436 or 485-4244.
Eastside Division
11824 N. C,_k Pkwy
N.
Suite 101
Bothe/I, WA 98011
U.S.A.
Matthew A. Miller, P.E
.7
Tel: (206) 4$5-4244
Fax: (206) 4$5-4611
Be//evue: 451-8436
o PRINTED ON RECYCLED PAPER
(" ~':/
\ Pacific Testing Laboratories
Engineers · Consultants · Scientists
SAFEW A Y INC CONSTRUCTION DEPARTMENT
Certificate No. 9405.6700
May 17, 1994
Page 2 of 6
Table 1. Test Results
... """". :::>..................-.-.............:.;.;.;:.................. ..................-.....-...........................'.......... .:.:.:.;.:-:::::::::::::;: :::::::. ::::::=:::::::::::::::::::::::::::::::::::: ::::::::::::::::::::::::=::X:::::::::::::::::::
.005 021.01
8.7
124.4 pef
7 8
205
72.4
7 1
TAN SAND WITH ORA VEL
TRACE SILT
L\
PAGE 3 OF 6
4 REPORT NUMBER LR 10 0373
PREVIOUS RPT. NO.,)'.!' /0 rj/
.., - ~.
PACIFIC TESTING LABORATORIES
~
EXECUTIVE OFFICES
3257 16th Ave. W.' Seattle, WA 98119
(206) 282-0666. FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek Parkway N. #101, Bothell, WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485-4611
TACOMA DIVISION
2402PacificHighwa}E.. Tacoma, WA 98424
(206) 922-9299 . FAX (206) 922-1512
PENINSULA DIVISION
10726 SilverdaleWay N.W. #105. Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
;t
,
-/"
..,;~O
~~ 75<</9
ATTENTION: /~~r:-~,~// c...A:i~N..J(';..J
gn'~",L r-,""h~z
9~ C#'ev.J P CH.ORD.
, - - NUMBER
REPORTED
BY
REVIEWEQ
BY
PERMIT
NUMBER
~~ DATE 5'-/C. 9~
DATE~
~~~~~~ATE;?96,- -6"700
,
MAILING
ADDRESS
ARCHITECT
PROJECT
ENGINEER
LOCATION
CONTRACTOR
/..s-
k6-J
ASTM TEST METHOD (AS APPLICABLE)
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE)
WORK CONFORMS
"This report is provided for the information of the client only, The re
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the resuits
inspection, approval or acceptance of other associa
y any method. and its transmittal to a third party, by any means, except in full, without the written permission
rined an lor observations made within the defined scope of the work. Certification shall not be construed to represent
or workabi . y of the specification requirements:
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
DATE
MAY 1 7 1994
DATE
LA 89-2
130
4- 125
u
a.
-
>-
~
.....
(J)
c 120
QJ
"0
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115
110
PAGE 4 OF 6
PROCTOR TEST REPORT
135
,
\
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"-
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~ """ .. '\
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~
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"
ZAV for
3p.G.=
2.60
2.5 5 7.5 10 12.5 15 17.5
Water l;:ontent, %
" Mo d if i e d " Proctor, ASTM 0 1557, Method C. ASTM o 4718 correction applied
Elev / Classification Nat. Sp.G. LL PI % > % <
Depth USCS AASHTO Moist. 3/8 in NO.200
SP-SM A-3 6.5 % 2.60 NA NA 14.6 % 7.8 %
Certificate No.: 9405.6700
Client: SAFEWAY INC
Location: BREMERTON
HARRISON HOSPITAL
TEST RESULTS
MATERIAL DESCRIPTION
Optimum moisture =
Maximum dry density
8.7 %
124.4 pef
TAN SAND W!GRVL TRC SILT
LR No.: 00373
Remarks:
10# .005.02
Date: 5-17-1994
PROCTOR TEST REPORT
Tested by: ML (j;
Date: 5-16-94 .
Checked by: JSM "
Date: 5-17-94
PACIFIC TESTING LABORATORIES
Figure No. 1
PAGE 5 OF 6
-----------------------
-----------------------
=========================l' .-----------------------
~.AIN SIZE DISTRIBUTION TES':L ~ATA Test No.: 18
-------------------------------------------------------------------------------
Date:
Certificate No.:
Client:
5-17-94
9405.6700
SAFEWAY INC
===============================================================================
------------------------------------------~------------------------------------
Sample Data
-------------------------------------------------------------------------------
Location of Sam~le:
sample Descript1on:
USCS Class:
AASHTO Class:
BREMERTON / HARRISON HOSP
TAN SAND W/GRVL TRC SILT
SP-SM Liquid limit:
A-3 Plasticity index:
NA
NA
-------------------------------------------------------------------------------
Notes
-------------------------------------------------------------------------------
Remarks: ASTM C136/Dl140 ID# .005 % PASS #200 (3/4): 7.8%
Tested by, date: ML,5-17-94 .~~ ~
~:~~:~-~~~-~:~:~----~~~~~~~:~~~~-~-_:~~:_~~::_-----------=-----------------
Mechanical Analysis Data
-------------------------------------------------------------------------------
Initial
Dry sample and tare= 23704.23
Tare = 0.00
Dry sample weight = 23704.23 .
Sample split on 0.75 inch sieve
Split sample data:
Sample and tare = 2168.15 Tare = 0 Sample weight = 2168.15
Cumulative weight retained.tare= 0
Tare for cumulative weight retained= 0
Sieve Cumul. wt. Percent
retained finer
2 inches 0.00 100.0
1.5 inches 196.00 99.2
1.25 inches 559.50 97.6
1 inches 1289.00 94.6
0.75 inches 1936.00 91.8
0.625 inches 19.37 91.0
0.5 inches 88.44 88.1
0.375 inches 147.72 85.6
0.25 inches 216.30 82.7
# 4 290.20 79.5
# 10 376.40 75.9
# 20 485.60 71.3
# 30 555.30 68.3
# 40 718.80 61.4
# 50 1112.40 44.7
# 60 1310.40 36.3
# 80 1663.60 21.4
# 100 1861.00 13.0
# 200
1999.70
7.1
-------------------------------------------------------------------------------
Fractional Components
-------------------------------------------------------------------------------
% + 3 in. = 0.0
% FINES = 7.1
% GRAVEL = 20.5
% SAND = 72.4
D85=
D30=
Cc =
8.41 D60=
0.2143 D15=
0.8933 Cu =
0.405 D50= 0.328
0.15631 D10= 0.12706
3.1842
PAGE 6 OF 6
PARTICLE SIZE DISTRIBUTION TEST REPORT
.S
c
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30
20
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10.0
1.0 0.1
GRAIN SIZE - mm
0.01
0.001
Test %+75 mm
. 18 0 _ 0
% GRAVEL
20.5
% SAND
72.4
% SILT % CLAY
7.1
USCS
SP-SM
SIEVE PERCENT FINER SIEVE PERCENT FINER Sample information:
inches . number . . BREMERTON I HARRISON HOSP
size size
2 100.0 4 79.5 TAN SAND W/GRVL TRC SILT
:1.5 99.2 10 75.9 A-3
:1.25 97.6
1 94.6 20 71.3
0.7S 91.8
0.625 91.0 30 68.3
0.5 88.1 40 61.4
0.375 85.6
0.25 82.7 50 44.7
GRAIN SIZE 60 36.3
80 21.4
060 0.40 100 13.0
030 0.21 200 7.1
010 0.13 Tested by: ML ~.
COEFFICIENTS Date: 5-17-94
Checked by: JSM
Cc 0.89 Date: 5-17-94
Cu 3.2 ASTM C136/D1140 10# .005
PACIFIC TESTING
LABORATORIES
Certificate No.: 9405.6700
Client: SAFEWAY INC
% PASS #200 (3/4): 7.8%
Oate: 5-17-94
LR No.: 00373
Fig. No. 1
Seattle
Bothel/
Tacoma
Sumner
Peninsula
Portland
One Lab.
One Consultant.
One Solution.
Eastside Division
11824 N. Creek Pkwy N.
Suite 101
Bothe/I, WA 98011
U.S.A.
Tel: (206J 485-4244'
Fax: (206J 485-4611
Be//evue: 451-8436
Peninsul.: 698-6650
Pacifi~ m!;j~~l=L~~L
Testing IUVUL~AY~~iS~4J~f
I PACIFIC TESTING L:\80RATOR1EsI
Laboratories~-~~~' . . .. --~
May 16, 1994
Certificate. No. 9405.6700
Mr. Mitchell Johnson
SAFEW A Y INC CONSTRUCTION DEPARTMENT
1000 - 124th Avenue Northeast, Suite 201
Bellevue, W A 98004
Subject: Bremerton Safeway
Dear Mr . Johnson:
Page 1 of 8
As requested and agreed, Pacific Testing Laboratories analyzed the material sampled by a
representative of Pacific Testing Laboratories (see LR100234) for proctor and sieve analysis.
Material testing was performed in accordance to ASTM standards. Test results conform to
applicable specifications unless otherwise noted. Please refer to Table 1 on Page 2 for test
results.
This report is provided for the information of the client only. Reproduction and transmittal of
this report, or any section of this report, to a third party is prohibited without permission from
Pacific Testing Laboratories.
If you have any questions, please contact us at (206) 451-8436 or 485-4244.
Approved by:
o PRINTED ON RECYCLED PAPER
( Pacific Testing Laboratories
Enginssrs. Consultants. Scisntists
SAFEW A Y INC CONSTRUCTION DEPARTMENT
Certificate No. 9405.6700
May 16, 1994
Page 2 of 8
Table 1. Test Results
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. ...... ....
...............................,...."...-.......-......,........ ..-.................."...........-..... ................................................................. ........................................................................................-................,".-....................... ........................................... .................
:::$~f!$lmm::::::Qltrt%t:: ::::::::~:;QR):\::: :i:~i::?4$$mq:::::::i:::::::i:I::i:i:~:::::::i:i:::::i:i::::::::::::,%:::::::::::$:::
::::::::mI:.::::::::i::i:::::~bisit:::::WbEN$ttJ!:: ..:::.:::~q~i::(~liU:: ...:{G~~::{ :::ms~:m .:.
004 02/.01
89
131 8 pef
254
370
409
.".... ............
... -... ..............
....... .............
. . . . . . . . . . . . . . . . . .
.. ....... .. .
...... ...... ...... ......
::::::$~~::::::::I::::::::::::::i:
.. ..... :::!1~$fJm;tq~j:::::::@:::::
TAN SILTY SAND
AND GRAVEL
221
~~
~
\~
~ofl.{}
"2.0 cJ.
~.
PACIFIC TESTING LABORATORIES
~..
PAGE .5 OF 8
REPORT NUMOc::n _. .
_Jut:::.J4
\DDZz8
PREVIOUS RPT. NO.
l~3
EXECUTIVE OFFICES
3257 16th Ave. W. . Seattle, WA 98119
(206) 282-0666 . FAX (206) 282-0710
EASTSIOE OIVISION
11824 North Creek Parkway N. #101 . Bothell, WA 98011
(206) 485-4244.451-8436. FAX (206) 485-4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299. FAX (206) 922-1512
PENINSULA DIVISION
10726 Silverdale Way N,W. #105 . Silverdale, WA 98383
(206) 698-6650 . FAX (206) 698-6648
MAILING
ADDRESS
REPORTED
BY
REVIEWED
BY
PERMIT
NUMBER
Lu ~ . DATE MAn 1C1~~
~ DATE
~~~~~~DS -~ 100
~J<\ \c ~ .............o...v..
\
l),-<~
.
~ sr (' 6\..d- .
ARCHITECT
ENGINEER
LOCATION
CONTRACTOR
ASTM TEST METHOD (AS APPLICABLE)
WORK CONFORMS Y
NoD
'ttal to a third pany, by any means, except in full, without the written permission
sar ations made within the defined scope of the work. Certification shall not be construed to represent
e ecification requirements."
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
DATE
DATE
MAY 1 7 1994
LA 89.2
~&.
PACIFIC TESTING LABORATORIES
~'
PAGE 4 'OF 8
AEPORTNUMSE'R Ln ..L U U 2 3 5
PREVIOUS RPT. NO. 100 Z -:s ?
I
Z~3
EXECUTIVE OFFICES
3257 16th Ave. W.. Seattle, WA 98119
(206) 282.0666. FAX (206) 282-0710
EASTSIDE DIVISION
11824 North Creek Parkway N. #101 . Bothell, WA 98011
(206) 485-4244 . 451-8436 . FAX (206) 485.4611
TACOMA DIVISION
2402 Pacific Highway E. . Tacoma, WA 98424
(206) 922-9299. FAX (206) 922.1512
PENINSULA DIVISION
10726SilverdaleWayN.W. #105' Silverdale, WA 98383
(206) 698-8650 . FAX (206) 698.6648
~~PORTED~~ DATE ~\ l 2...-\9
REVIEWED M ^'~
BY DATE 111-\
PERMIT - CERTIFICATI"'J, t - ~ - -le "l.........
NUMBER NUMBER ~I ~ /~
ARCHITECT .-=:\)~,\ \r ~~
\
~~ Yi^^,,~
C. ~J- Q~-\-
\OD~I2.~ ~k ""Z.<JI
go. ~ L.-0~
PAOJEc~~::~~~D'~
LOCATION Q~ 2> c,nOO61J ~~~~~RORD.
MAILING
ADDRESS
ENGINEER
CONTRACTOR
G
\ ~
EQUIPMENT IDENTIFICATION AND SIN (AS APPLICABLE) WORK CONFORMS Y
"This report is p<ovided for the information of the client only, The reproduction of thi a method, and its transmittal to a third party, by any means, except in full, without the written permission
of Pacific Testing Laboratories, is prohibited."
"This certification attests to the accuracy of the results obtained from th rmed dlor observations made within the defined soape of the work, Certification shall not be construed to represent
inspection, approval or acceptance of other associated work or a fa r work iI' of the specification requirements." .
Certified Report by
Pacific Testing Laboratories
FIELD CONTACT:
DATE
DATE
MAY 1'1 1994
LA 89-2
PAGE 5 OF 8
PAcmc TESTING LABORATORIES
Field Nuclear Densometer Data Sheets
Client: 9~Q\ , "JO._Lr~ C' . Certificate No.: ~ 0 G - [01DO
PrOjec~/^O)Nl~~ ~\J)(1_'-\ LRNO:JD~Date: dI'Z\Q4
Tested By: W ~ ~ ASTM D-2922, ASTM D-3017 Page NO.:~
:;:;:::::;':::::>:::::::::::::.::::::;
,:!,~+::.:
:t&olmmnm
1
2
3
4
5
6
7
'8
9
10
11
12
13
14
Troxler Model: ~ 4- U. b
Serial No.: 'Z t) t4 4- \ Checked
Standard: to ~ S ( 29 c{:{
'31,1-(
9.1
<-}/-i
57 or ASTM D-698 oI.RICE
(
\
Date:~? 1994
* Proctor Values
1.
2.
3.
4.
SAMPLE ill 06 \
PROCTOR VALUE \ ~g,. 2: (j1.~
LAN CvrW-1:f) /2-f. Sec;. 0
PROCTOR VALUE
SAMPLE ill
SA}...{PLE ill
PROCTOR VALUE
SA}...{PLE ID
PROCTOR VALUE
4- 130
u
a.
>.
......
.....
en
c 125
QJ
"0
>.
'-
0
120
115
PAGE 6 OF 8
PROCTOR TEST REPORT
140
"
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"-
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135
ZAY for
Sp.G.=
2.68
2.5 5 7.5 10 12.5 15 17.5
Water content. %
-Modified" Proctor. ASTM D 1557. Method C. ASTM D 4718 correction applied
Elev / Classification Nat. Sp.G. LL PI % > % <
Depth uses AASHTO Moist. 3/8 in NO.200
8M NA 8.2% % 2.68 NA NA 12.8 % 25.4 %
TEST RESULTS
MATERIAL DESCRIPTION
Optimum moisture =
Maximum dry density
8.9 %
131.8 pef
TAN SILTY SAND & GRVL
Certificate No.: 9405.6700
Client: SAFEWAY INC
Location: BREMERTON
LR No.: 100234
Remarks:
ID# .004.02
Date: 5-16-1994
PROCTOR TEST REPORT
Tested by: ML
Date: 5-14- 4
Checked by: JSM
Date: 5-16-94
PACIFIC TESTING LABORATORIES
Figure No. 1
PAGE 7 OF 8
=======================, ~==========--------------1 ~==========----==--=========
, AIN SIZE DISTRIBUTION TES~ lATA Test No.: 15
-------------------------------------------------------------------------------
5-16-94
9405.6700
SAFEWAY INC
Date:
Certificate No.:
Client:
===============================================================================
-------------------------------------------------------------------------------
Sample Data
-------------------------------------------------------------------------------
Location of Sam~le:
Sample Descriptlon:
USCS Class: .
AASHTO Class:
BREMERTON
TAN SILTY SAND & GRVL
SM Liquid limit:
NA Plasticity index:
NA
NA
-------------------------------------------------------------------------------
Notes
-------------------------------------------------------------------------------
Remarks: ASTM C136/Dl140 ID# .~o % PASS #200 (3/4): 25.4%
Tested by, date: ML,5-16-94
Checked by, date: JSM,5-16- 4 ' '
LR No.: 00234 Fig. No.: 1
-------------------------------------------------------------------------------
Mechanical Analysis Data
-------------------------------------------------------------------------------
Initial
Dry sample and tare= 17639.09
Tare = 0.00
Dry sample weight = 17639.09
Sample split on 0.75 inch sieve
Split sample data:
Sample and tare = 2073.67 Tare = 0 Sample weight = 2073.67
Cumulative weight retained tare= 0
Tare for cumulative weight retained= 0
Sieve Cumul. wt. Percent
retained finer
2.5 inches 0.00 100.0
2 inches 405.80 97.7
1.5 inches 1173.10 93.3
1.25 inches 1391.40 92.1
1 inches 1621.50 90.8
0.75 inches 2304.90 86.9
0.625 inches 124.88 81.7
0.5 inches 211.50 78.1
0.375 inches 323.20 73.4
0.25 inches 480.80 66.8
# 4 570.80 63.0
# 10 803.70 53.2
# 20 1002.10 44.9
# 40 1231.40 35.3
# 60 1413.20 27.7
# 80 1467.70 25.4
# 100 1502.00 24.0
# 200 1547.60 22.1
-------------------------------------------------------------------------------
Fractional Components
-------------------------------------------------------------------------------
% + 3 in . = 0 . 0
% FINES = 22.1
% GRAVEL = 37.0
% SAND = 40.9
085= 17.78 060=
030= 0.3020
3.673 050=
1.396
----
Ilnil L~ n n~~r? ~,,,-y
II!;! j ra~,>.~..~.=,:,__ L~ I~ I f' I ~\
JIM;" ~.' ..' -.. .>.-.,! ;:i I
,~ ~ ,,/ I
t I
~ I
':""'~I.-'.' I
Laboratories~:)::::_~>.>..,_..~ ..~:~."_,.,, J
'.~<-....t,..4
Pacifi-
Testing
Seattle
Bothe/l
Tacoma
Sumner
Peninsula
Portland
May 12, 1994
Certificate. No. 9405.6700
Page 1 of 10
Mr. Mitchell Johnson
SAFEW A Y INC CONSTRUCTION DEPARTMENT
1000 - 12th Avenue Northeast, Suite 201
Seattle, W A 98119
One Lab.
Subject: Bremerton Safeway
Dear Mr. Johnson:
One Consultant.
As requested and agreed, Pacific Testing Laboratories analyzed the material sampled by a
representative of Pacific Testing Laboratories (see LRI00228) for proctor and sieve analysis.
,Material testing was performed in accordance to ASTM standards. Test results conform to
applicable specifications unless otherwise noted. Please refer to Table 1 on Page 2 for test
results.
This report is provided for the information of the client only. Reproduction and transmittal of
this report, or any section of this report, to a third party is prohibited without permission from
Pacific Testing Laboratories.
One Solution.
If you have any questions, please contact us at (206) 451-8436 or 485-4244,
Eastside Division
77824 N. Creek Pkwy N.
Suite 101 .
Bothe/I, WA S8071
U.S.A.
Approved by:
i~~
Tel: (206) 48~244
Fax: (206) 485-4671
Be/levue: 451-8436
Peninsula: 698-6650
Co PRINTED ON RECYCLED PAPER
I~
(
Pacific Testing Laboratories
Engin99rs · Consultants. Sci9ntists
SAFEW A Y INC CONSTRUCTION DEPARTMENT
Certificate No. 9405.6700
May 12, 1994
Page 2 of 10
Table 1. Test Results
...-.-.-.'..-.........-........-.. ...-......._-....... .'.'......-.-.,-..'...-.-...'...'.'.-..-....-..............
.................-............... .................... ...........................................
..............._-............... ... . .. .................... ..........................................
................................. .. .. ..... .. .... .. . .................... ...........................................
::::$~:::{ @:QPr:%( i?M.AXDRY :::%i,g~SWGi?:>$i ..:{{:%:)':::~{.,::::$~~::::: ... ....:...
::::::::::jf):':.I:I?:.' ::,M:t)I&j.tm::DENSITy..,::::::~P~:A!4i:::::':,;:j.~~_:::?~~mi:~ ....:::::l.?~~!9N:::::::::::::::
001.02/.01
75
130 2 pef
2 1
421
56.2
17
TAN GRAVELLY SAND
002.01
429
169
405
426 .
TANSll.TY SAND SOME
GRAVEL
003 01
649
146
24.9
605
BROWN Sll.T WITH SAND
SOME GRAVEL & CLAY
PAGE 3 OF 10
REPORT NUMBER LR 100228
PREVIOUS RPT. NO. k -; -k2
~
4 17.; ""h.
I ~(J
TACOMA DIVISION
2402 Pacific Highway' E. . Tacoma. WA 98424
(206)922-9299. FAX (206)922-1512
PENINSULA DIVISION
10726 Silverdale Way N.W #105 . Silverdale. WA 98383
(206) 698-6650 . FAX (206) 698-6648
MAILING
ADDRESS
REPORTED
BY
REVIEWED
BY
PERMIT
NUMBER
DATE
s-
DATE
~5~~~~-~~)
ARCHITECT
PROJECT
ENGINEER
t> CONTRACTOR G ~r C~~c:5Y'\
)J~~~~\~ \~,~~~zt~~~':a~ '
~~~~,CU hO-~\c..~ I/)PC-
riLe.- ~ ~ 00 ~ .-
?::;' f _
4'L ?n6
~~~ ~ + -t-ar-\<.VY":l
~ 4-c.V1
I\.....:) ,
Certified Report by
Pacific Testing Laboratori
FIELD CONTACT:
DATE
MAY 1 2 1994
DATE
LA 89-2
135
4- 130
u
0-
>-
+J
.....
en
c 125
il.l
"0
>-
c...
0
120
115
PAGE 4 OF 10
PROCTOR TEST REPORT
140
'\
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'\
\.
r\.
\.
'\
'"
,
,
-- - ..... '\
"" ",.. -... ~ \
- , ,
- ,
I\.
"II\.
"
'\
'\
'\
ZAV for
Sp.G.=
2.65
2.5
5
7.5
10
12.5
15
17.5
Water content. %
"Modified" Proctor. ASTM 0 1557, Method C. ASTM 0 4718 correction applied
Certificate No.: 9405.6700
Client: SAFEWAY INC
Location: BREMERTON
BELOW 44"
Elev /
Depth
Classification
Sp.G.
Nat.
Moist.
PI
% > % <
3/8 in NO.200
LL
uses
AASHTO
SP
A-l-a
3.7 %
2.65
NA
NP
17.3 % 1.7 %
TEST RESULTS
MATERIAL DESCRIPTION
Optimum moisture =
Maximum dry density
7.5 %
130.2 pcf
TAN GRAVELLY SAND
LR No.: 00228
Remarks:
I D# .001.02
Date: 5-12-1994
PROCTOR TEST REPORT
Tested by: JV
Date: 5-12-949
Checked by: JSM
Date: 5-12-94
PACIFIC TESTING LABORATORIES
Figure No. 1
PAGE 5 OF 10
-----------------------
-----------------------
,/'.'~-
;========================/
--------------------------
-------------------------------------------------------------------------------
GKAIN SIZE DISTRIBUTION TEST DATA
Test No.: 7
Date:
Certificate No.:
Client:
5-12-94
9405.6700
SAFE WAY INC
===============================================================================
-------------------------------------------------------------------------------
Sample Data
-------------------------------------------------------------------------------
Location of Sam~le:
Sample Descriptlon:
USCS Class:
AASHTO Class:
BREMERTON / BELOW 44"
TAN GRAVELLY SAND
SP
A-l-a
Liquid limit:
Plasticity index:
NA
NP
-------------------------------------------------------------------------------
Notes
-------------------------------------------------------------------------------
Remarks: ASTM C136/Dl140 1D# .001 % PASS #200 (3/4): 2.1%
Tested by, date: ML,5-12-94 9-
Checked by, date: JSM,5-12-94{ i .
LR No.: 00228 Flg. No.: 1
-------------------------------------------------------------------------------
Mechanical Analysis Data
-------------------------------------------------------------------------------
Initial
Dry sample and tare= 20313.31
Tare = 0.00
Dry sample weight = 20313.31
Sample split on 0.75 inch sieve
Split sample data:
Sample and tare = 1639 Tare = 0 Sample weight = 1639
Cumulative weight retained.tare= 0
Tare for cumulative weight retained= 0
Sieve Cumul. wt. Percent
retained finer
3 inches 0.00 100.0
2 inches 228.00 98.9
1 inches 2026.00 90.0
0.75 inches 3519.50 82.7
0.375 inches 272.40 68.9
0.25 inches 410.30 62.0
# 4 490.30 57.9
# 10 736.40 45.5
# 20 980.20 33.2 /"
# 30 1121.40 26.1
# 40 1315.10 16.3
# 50 1507.10 6.7
# 100 1598.40 2.0
# 200 1605.10 1.7
-------------------------------------------------------------------------------
% + 3 in. = 0.0
-------------------------------------------------------------------------------
Fractional Components
% GRAVEL = 42.1
% SAND = 56.2
% FINES = 1.7
D85=
D30=
Cc =
20.84 D60=
0.6982 D15=
0.2630 Cu =
5.483 D50= 2.716
0.40179 D10= 0.33806
16.2181
PAGE 6 OF 10
PARTICLE SIZE DISTRIBUTION TEST REPORT
c
c c c
C (\J .... .... ....
c c "- c 0 0
.... .... .... .... ... f\J (Il ~ 0 0 0 ... 0
I "- "- "- ... (\J ... lD - (\J
100
90
lD (\J .... ... (T'J ... CTl "" "" "" ". "" "" ""
: " ~ : :
: :
: \i. :
: : : , : : :
: :
: : \. :
: : .\ : :
: : :
: :
: : :
. .
: :
: :
: : : : : :
: : :
: : : ~ :
: : 1\ :
: :
: : : : ~ :
: '-
: :
: :
: : ,
: : :
: : :
: :
: : : ~~
: : : :
: : : :
: : : : : : :
: : : ,
: : : :
: : : :~
: : ~ K. :
: : :
: : : : : .
10.0
1.0 0.1
GRAIN SIZE - mm
0.01
0.001
80
70
a:
w
~ 60
lL.
~ 50
w
tJ
a:
w 40
0..
30
20
10
o
200 100
Test %+75 mm
. 7 0 _ 0
% GRAVEL
42.1
% SAND
56.2
% SILT % CLAY
1.7
USCS
SP
SIEVE PERCENT FINER SIEVE PERCENT FINER Sample information:
inches . number' . . BREMERTON 1 BELOW 44"
size size
100.0 4 57.9 TAN GRAVELLY SAND
98.9 10 45.5 A-1-a
90.0 20 33.2
82.7 30 26.1
68.9 40 16.3
62.0 50 6.7
GRAIN SIZE 100 2.0
200 1.7
060 5.48
030 0.70
010 0.34 Tested by: ML ~
COEFFICIENTS Date: 5-12-9 .
Cc 0.26 Checked by: .JSM ..
Date: 5-12-94
Cu 16.2 ASTM C136/01140 10# .001
PACIFIC TESTING
LABORATORIES
Certificate No.: 9405.6700
Client: SAFE WAY INC
% PASS #200 (3/4): 2.1%
Date: 5-12-94
LR No.: 00228
Fig. No. 1
/--
"========================J
PAGE 7 OF 10
-----------------------~
------------------------
-------------------------------------------------------------------------------
Date:
Certificate No.:
Client:
=========================~
GRAIN SIZE DISTRIBUTION TEST DATA
Test No.: 8
5-12-94
9405.6700
SAFE WAY INC
===============================================================================
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
Location of Sample:
Sample Description:
USCS Class:
AASHTO Class:
Sample Data
BREMERTON / ABOVE 20"
TAN SILTY SAND SM GRVL
SM Liquid limit:
NA Plasticity index:
NA
NA
-------------------------------------------------------------------------------
Notes
-------------------------------------------------------------------------------
Remarks: ASTM C136/Dl140 ID# .00q-;2. % PASS #200 (3/4): 42.9%
Tested by, date: ML,5-12-94
Checked by, date: JSM,5-12-94
LR No.: 00228, Fig. No.: 1
-------------------------------------------------------------------------------
Mechanical Analysis Data
-------------------------------------------------------------------------------
Initial
Dry sample and tare= 1859.74
Tare = 0.00
Dry sample weight = 1859.74
Minus #200 fromwash= 37.5 %
Tare for cumulative weight retained= 0
Sieve Cumul. wt. Percent
retained 'finer
0.00 100.0
15.53 99.2
148.97 92.0
238.40 87.2
314.50 83.1
539.50 71.0
654.30 64.8
692.20 62.8
751.70 59.6
828.40 55.5
975.90 47.5
1068.60 42.5
1
0.75
0.375
0.25
# 4
# 10
# 20
# 30
# 40
# 50
# 100
# 200
inches
inches
inches
inches
After wash
1163.04
0.00
1163.04
-------------------------------------------------------------------------------
Fractional Components
% + 3 in. = 0.0
% FINES = 42.6
-------------------------------------------------------------------------------
% SAND = 40.5
D85=
5.37 D60=
% GRAVEL = 16.9
0.432 D50=
0.186
~ :
: . .
:
:
: , ,
: : : :
: '\ : : :
: " : :
~ .
:
: : : "'-.. :
: : : :
: : : ,
: : : : : : "
: : :
: : : "
: : :
: :
: : : : :
: :
: :
: : :
: : :
: : : :
: : : :
: : : : : :
: : :
: : :
:
: : :
: :
c
....
100
<D
90
80
70
a:
w
~ 60
LL
~ 50
w
u
a:
w 40
0...
30
20
10
o
200 100
Test %+75 mm
. 8 0.0
PAGE 8 OF 10
PARTICLE SIZE DISTRIBUTION TEST REPORT
.S
.(\J
c c......
.... ....-
I
lTl (\j....
. ~ ~.5
c
~ ~ rv lD
...... ............
..... CT] ..... CT]
...
'"
o
'"
o
to
'"
o 0
... 0
(\j
'" ""
o
(\J
'"
o
'"
""
10.0
1.0 0.1
GRAIN SIZE - mm
0.01
0.001
% GRAVEL
16.9
% SAND
40.5
% SILT % CLAY
42.6
USCS
8M
SIEVE PERCENT FINER
inches .
size
1 100.0
0.75 99.2
0.375 92.0
0.25 87.2
SIEVE
number
size
PERCENT FINER
.
Sample information:
· BREMERTON 1 ABOVE 20"
TAN SILTY SAND SM GRVL
NA
4
10
20
30
40
50
100
200
83.1
71.0
64.8
62.8
59.6
55.5
47.5
42.5
GRAIN SIZE
0.43
060
030
010
Cc
Cu
COEFFICIENTS
Tested by: ML
Date: 5-12-9(}-"
Checked by:.JS .
l.~
Date: 5-12-94
ASTM C136/01140 10# .002
PACIFIC TESTING
LABORATORIES
Certificate No.: 9405.6700
Client: SAFE WAY INC
% PASS #200 (3/4): 42.9%
Date: 5-12-94
Fig. No. 1
LR No.: 00228
PAGE 9 OF 10
"========================1.'--
-----------------------.
-----------------------~
==========================
GRAIN SIZE DISTRIBUTION TEST DATA
Test No.: 9
-------------------------------------------------------------------------------
Date:
Certificate No.:
Client:
5-12-94
9405.6700
SAFE WAY INC
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
-------------------------------------------------------------------------------
Sample Data
-------------------------------------------------------------------------------
Location of Sample:
Sample Description:
uses Class:
AASHTO Class:
BREMERTON / 20 - 44"
BRWN SILT W/SND SMGRVL&CL
ML Liquid limit:
NA Plasticity index:
NA
NA
-------------------------------------------------------------------------------
Notes
-------------------------------------------------------------------------------
Remarks: ASTM C136/Dl140 ID# .OO~ % PASS #200 (3/4): 64.9%
Tested by, date: ML,5-12-941/,,--
Checked by, date: JSM,5-12-9'lr. .
LR No.: 00228 FJ.g. No.: 1
-------------------------------------------------------------------------------
Mechanical Analysis Data
-------------------------------------------------------------------------------
Initial
Dry sample and tare= 1266.77
Tare = 0.00
Dry sample weight = 1266.77
Minus #200 from wash= 51.5 %
Tare for cumulative weight retained= 0
Sieve Cumul. wt. Percent
retained finer
0.00 100.0
86.49 93.2
145.62 88.5
162.90 87.1
184.70 85.4
255.00 79.9
315.90 75.1
356.10 71.9
393.10 69.0
410.30 67.6
427.30 66.3
500.10 60.5
1.5
0.75
0.375
0.25
# 4
# 10
# 20
# 40
# 60
# 80
# 100
# 200
inches
inches
inches
inches
After wash
614.70
0.00
614.70
-------------------------------------------------------------------------------
Fractional Components
% + 3 in. = 0.0
% FINES = 60.5
-------------------------------------------------------------------------------
% SAND = 24.9
D85= 4.47
% GRAVEL = 14.6
PAGE 10 OF 10
PARTICLE SIZE DISTRIBUTION TEST REPORT
c:
." .:
c c.
.: c c l\J .... .... ....
...... c 0 0
.... .... .... .... .... .., N lD 0 0 0 0 .... 0
I ...... ...... ...... .... .... l\J .., (0 .... N
100
90
(0 lTl (\j .r ... t'I ... lTl ,. ,. ,. ,. ,. .. ,.
f' ~ : :
"--- ~ : : :
: :
: :..... ... :
~~
: : : ~
: : "'- : :
: : : :
: : : ...~ : :
: : ~ ..... :
: : ~ ~ :
:
: : : : : :
:
: : : :
: : : :
:
: :
:
: : :
: :
: :
: : :
: : : : : : : : : :
: :
: : : : :
: : : : : : :
: :
: : : : :
: : : : : : : : : :
:
:
:
10.0
1.0 0.1
GRAIN SIZE - mm
0.01
0.001
80
70
II
W
~ 60
u..
~ 50
UJ
u
a:
UJ 40
a..
30
. ...__.. ..20...
10
o
200 100
Test %+75 mm
. 9 0.0
% GRAVEL
14.6
% SAND
24.9
% SILT % CLAY
60.5
uses
ML
SIEVE PERCENT FINER SIEVE PERCENT FINER Sample information:
lnche~ . number' . . BREMERTON / 20 - 44.
Bize Bize
1.5 100.0 4 85.4 BRWN SILT W/SNO SMGRVL&CL
0.75 93.2 10 79.9 NA
0.375 88.5 20 75.1
0.25 87.1 40 71.9
60 69.0
80 67.6
GRAIN SIZE 100 66.3
200 60.5
060
030
010 Tested by: ML ~
COEFFICIENTS Date: 5-12-9
Cc Checked by: JSM
Date: 5-12-94
Cu ASTM C136/D1140 10# .003
PACIFIC TESTING
LABORATORIES
Certificate No.: 9405.6700
Client: SAFE WAY INC
% PASS #200 (3/4): 64.9%
Date: 5-12-94
LR No.: 00228
Fig _ No. 1
B R g MER TON
B U I L DIN G
D E PAR T MEN T
PER M i: T
" ,
~--------------------------------------------------------------------
---------------------------------------------------------------------
, '(' .
Application Date
Issue Date
Assessor Acct :#
Si te Lo'cation
Owner - Last Name
- street
- City
,- Ph,one
Tenant's Name
Agent's Name
Architect's Name
[ ] Bui 1 ding'
[X] Mechanical
[ ] Plumbing
06/24/1994
06/29/1994
'Application Numbe
Permit Number
Project Group
938 S CALLOW
SAFEWAY INC
938 S CALLOW
BREMER TON
(206 )
First' MI
state WA Zip 98310
Phone(206)
Phone(206)
[ ] Grading
[ ] Move Building
[ ] Mobile Home
[ ] Sign
[ ] Burning
[] Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
----------.-------~-----~--------,-------------------------------,~~-~--
, '
Building Contractor:
Work will be completed by owner.
,Nature of Work:
10 Refrigeration units.
[ ]
[ J
[ ]
[ ]
[X]
[ ,r
__~_n___ _ uu_u_______u_____.uu___u.- __._u__,-uu-
Council District
Construction
Type
Residence
Business
Other
New
Repair
Remodel
[ ]
[X]
[ ]
[ ]
[ ]
[ ]
Census Tract
Sq Feet
Inspections
Required
Zoning
Type
Foundation
Framing
Insulation
Plumbing
Mechanical
Wallboa.rd
status
Code
".'1 -.
B REM E R TON B U I L DIN G D E PAR T MEN T
I'"~
"'l "
<;~,;:~,€;<ja ~'" Nt+~,,:~c i~ L PER M I TAP r L :I f' C A 'T ION
::: ::::::=~"'~';:::::;::::: =,=~'~ ~:.,~:::::: =::::::::::::;::;::;:::::::::::::: :::=:::=:::;:: :::,::::::::::::::: ===;:: ;::'~"=::;~ ;::':::;::;::::: = :::==;::;::;:::::;::::::::
Application Number 94AP07723
Cont"ractor
street
, City
Phone
Representative
state License :#
City License :#
KEY MECHANICAL CO. OF WASH.
19430 68TH AVENUE S. STE B
KENT
(206) 872-7392
RON
KEYMEW*240NZ
state WA
Zip 98032
Expiration Date 04/01/1995
Expiration Date
stoves
Fire Place Inserts
",Furnaces
Conversion Burners
Unit Heater
Boil ers
Gas System: "Max 5 Outlets
Evaporation Coolers
Air Conditionin~ bnits
Heat Pumps
Mixing or Re-Heat Box
Air Handling Units
Fans
Range Hoods
, Clothes Dryers
Incinerators
Duct Alterations
Tanks
10 Refrigeration Units
Other Items
----------------------------'-----------------------------------------
~------------------------------------------------------'--------------
1""'-
"
B REM E R T' 0 N
B U I L DIN G
D E PAR T MEN T
CON D I T ION S
o F
PER M I T
-------------.--------------------------------------------------------
----------------------------------------------------------------.-----
Application Number 94AP01723
Permit Number 15555
----------------------------~----~-----------------------------------
BUILDING.....AII condensate drains to be indirect waste.
-~-------------~-----------------------------------------------------
-------------------------------------------~----------------~--------
~'.
(''1"'d,
~
NOTICE OF PERMIT REGUlATIONS
This permit shall become null and void if the building or work authorized by this permit is not commenced
within 180 days from the date of such permit, or if this building or work authorized by such permit is
suspended or abandoned at any time after the work is commenced for a period of 180 days.
::: :;:::::};:~;~{:~:~:~:::}~{{:?}
.:::::i:;;,!:":l"llilill.;li!.ljili.I./':il':
NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see
to it that the required inspections are made. The permit holder must notify the Building Official when ready
for the inspections. Failure of the permit holder to notify the Building Official of required inspections may
result in the stoppage of the work until such time that the permit holder can substantiate to the building
official that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial
burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify
the City against any and all responsibility or liability connected with the construction.
I hereby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of laws and ordinances governing this type of work will be complied with whether specified herein
or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any
other state or loca1law regulating construction or the performance of construction.
Signature
Date
I certify that I am exempt from the requirements of the state contractor's regbtration law, under Sec. 3,
Chap. 126, laws of 1967. I
'L ,-:Jj~ ff2?J?
Signature v
tt;/d1/7 Y
15'5C;~
Permit Number
-Date
pcnail.dac
. .
"
B REM E R TON
B U I L DIN G
D E PAR T MEN T
PER M I T
A P P L I CAT ION
---------------------------------------------------------------------
-----------------------------------------~---------------------------
Application Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- Street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[ j Building
[X] Mechanical
[ ] Plumbing
Building Contractor:
06/24/1994
Application Number 94AP07723
Permit Number
Project Group
938 S CALLOW
SAFEWAY INC
938 S CALLOW
BREMERTON
(206)
First MI
State WA Zip 98310
Phone(206)
Phone(206)
[ ] Grading
[ ] Move Building
[ ] Mobile Home
[ ]
[ ]
[ ]
Sign
Burning
Land Clear
[ ] Paving
[ ] Underground
[ J Demol.ition
Work will ~e completed by owner.
Nature of Work:
10 Refrigeration units.
.'
---------------------------------------------------------------------
Council District Census Tract
Construction Sq Feet Inspections
Type Required
Residence r ] Zoning Foundation [ 1
L .J
Business [X] Type Framing [ ]
Other [ , Insulation [ ]
J
New [ J Plumbing [ ]
Repair [ ] Status Mechanical [X]
Remodel [ J Code Wallboard r ]
L
Addition r ] Final [X]
L
------ --------------------------------------------------------------
------ -------------------------------------------------------------
B R E M E R T 0 N B U I L D I N G D E P A R T M E N T
M E C 'H A N I C A L D E R M I T A P P L I C A T I 0 N
.<. ---------------------------------------------------------------------
------~--------------------------------------------------------------
Application Number 94AP07723
Contractor
street
City
Phone
Representative
state License #
City License #
KEY MECHANICAL CO. OF WASH.
19430 68TH AVENUE S. STE B
KENT
(206) 872-7392
RON
KEYMEW*240NZ
state WA
Zip 98032
Expiration Date D4/01/1995
Expiration Date
stoves
Fire Place Inserts
Furnaces
Conversion Burners
Unit Heater
Boilers
Gas System: Max 5 outlets
Evaporation Coolers
Air Conditioning Units
Heat Pumps
Mixing or Re-Heat Box
Air Handling Units
Fans
Range Hoods
Clothes Dryers
Incinerators
Duct Alterations
Tanks
10 Refrigeration Units
Other Items
---------------------------------------------------------------------
---------------------------------------------------------------------
'\~.
'_. .~ r;..;.'
.r ~:"................,..... .;~ '- -=~.,..........
.-.",-.':'" ...-............~:-
~~~~.
, ,
..><..' "'......
REGiSTRATiONS AND UCENSES
STATE OF
WASHINGTON
UNIFIED BUSINESS 10 t: 600 196 154
BUSINESS 10 #: 001
EXPIRES: 05-31-1994
ORGANIZATION TYPE
DOMESTIC PROFIT CORPORATION
KEY MECHANICAL CO. OF WASHINGTON
19430 68TH AVE S #B
KENT WA 98032
DOMESTIC PROFIT CORPORATION
RENEWED BY AUTHORITY OF SECRETARY OF STATE
'. ;
.;.,
~'i
~
\~
\~
\\
lIt
I
\:
II
I
! .,;.\ ~
\':
j';':
\ ~
I I
.~~ .
~"\ . .The above entity has been issued the business registrations or licenses listed
,~ DEPAR'ThIENT OF UCENSING. BUSINESS UCENSE SERVICES,
.~'') P.o. BOX 9034 OLYMPIA. VIA 98507.9034 (2061753-4401
l;Z:..~._:':"""""::""""'" _.:.' ...........::.::......:... . .......................... .., ...........,............ .'
PRooo0886
.......................
\""__~'~~="-'=- ~_~-=::-="___-__=r~=~~=c.- --,=-~~~=='---=
~~j
II! DEPARTMENT OF LABOR AND INDUSTRIES
,\;...;,.'.f;~';.~~r;~i~HAT rHEPE7S0N N~~E,", H,E?EON IS REGISTERED AS PROVIDED BY lAW AS A
1:\\to,,:js~:'26NT-;GE'NE~~L'>- ... '>.. . ...'.. '.
1l\ ...: ....".........,1'1 .EGlS!RATlON N.UMBEfl '.." ...,..., "..:., EXPIRATION O/ift.. ....
f1\,,;..,cO r::;;~ <...i:I-'8f.MEW~240NZ..{)4101J95
Ul\:':-;:;;;:.'E-;f!,E~~~'~E2;~.}~-_O;J,9~1?~.. '.. STATE OF WASHINGTON
~\i-\EY-'iECH:CO-OF,'W"SHiNG'rON' ;' ........
~~, 19430 . 68TH .AVE,..'S' STE 'E '.
1'~\ I-'ENT . WA 98032
I~I' . '
,. .ol ~
~J,
I~\
, t~,
\ ~2.~:"'
B REM E R TON
B U I L DIN G
RF~CEI P'I' '* 087405
* This Is Not A Permit *
D E PAR T MEN T
Jun 24, 1994
Mechanical
62-322.1005
Permit Fees
$ 105.00
Amount Paid
$ 105.00
other !,'ees
Zoning Fees
---------~-------------
--------~-----~----_._--
$ 105.00
$ 105,00
Received From:
Key Me~hanical #3891
Plan Check Fees Amount Paid
$ 58.50 $ 58.50
_ _ _ _ _ ._ _ .... _ _ .... ...- _.... _ ..... __ _ ..... _. ..... _'. ",M .....
----~------------------
f;> r)8 . so
62--345.8300
Gen Payment
Other F'ees
Energy Charge
state sjc
643-237,13
Total Fees
Amount FC'ud
Prior Payment $
Balance Due
On 06/24/1994-
For #94AP07723
$
58.50
$
.00
~- .....---.................
"'M ..... _ _ _ ..... ""'" _ _
$
163.50
163.50
.00
$
-------.--.
-"'..-.....-'.----
$
.00
.RBUB....ill..'IIU.m
...........;;;alll!l
APPLICANT: DOWNER 0 CONTRACTOR BOTHER: ~vg/11a.A/
COMMENTS:
SITE ADDRESS: 938 0.::. C l'LLLaw -{ 1l'tJ...
c::::;. 0 ~
OWNER: \..) a. ..t.ew ~/ . , //-1" r7 ADDRESS:
CONTRACTOR: f(e<j >>1..e~ r!o ADDRESS: / 9-Y.j() (S~o s;~15
CONTRACTORLICE~~j_~Y,41E4.2 q,.JYQ,(IZEXPIRATIONDATE: ,J..f-/ - 90-
OWNERPHONE#W - 7a~ CONTRACfORPHONE#
J(e-cJ'; ~.
98'032-
-~ "4pJ. I-AI C,
...--...............-............................--..-..............-.....-.-.-.-......... ....-----.-.--_.. FEE No,n :$'YP.lt.t}PFlxt.t.UR.Ei .-.-.-----........
Net .~~(;)[fjAQt.1:I)1M~x .............'..,...
.......-......... .....FEE..
................. ...._. ., n.
;:::i:i::::,.:: .,-,--,;:::i;:
.................
.--.............. .................
.................................. ................ .
................. .....-...........
...-...-.......... ................. . ............... .................
..n. __ ........
........................---------..................................--..---.--..
...... ........ ...---- ---.......-..............................-...-.--.-.... ...... .........
RANGE WATER CLOSET
WOOD/PELLET STOVE BATHTUB
GAS FURNACE btu 's: LAVATORY
CONVERSION BURNER bttt 's: SHOWER
UNIT HEATER btu s: KITCHEN SINK
BOILER btu's: DISHWASHER
GAS PIPING LAUNDRY TRAY
EVAPORATION COOLERS btu's: CLOTHES WASHER
AC UNIT bttt's: WATER HEATER
HEAT PUMP bttt 's: tom: URINAL
REHEAT BOX btu's: DRINKING FOUNTAIN
AIR HANDLING UNIT btu's: FLOOR SINK OR DRAIN
EXHAUST FANS SLOP SINK
RANGE HOOD (residential) WATER PIPIING & ALTERATION
RANGE HOOD (commercial) GREASE TRAP/INTERCEPTOR
CLOTHES DRYER HOSE BIBBS
INCINERATOR LAWN SPRINKLER SYSTEM
DUCT ALTERATION SWIMMING POOL
TANKS type: BLDG. SEWER (mobile / moved house)
I.() ~ REFRIGERATION UNIT ROOF DRAINS
OTHER: OTHER:
MECHANICAL PERMIT FEE $15.00 PLUMBING PERMIT FEE (15.00 or 4.50)
APPLICANT'S SIGNATURE:
MECHANICAL FEES:
PLUMBING FEES:
TOTAL FEES:
&a4W e ~g
DATE:
.' .
~
B R EM E R TON
B U I L DIN G
D E PAR T MEN T
PER M I T
A P P L I CAT ION
=================================================="===================
Application Date
Issue Date
Assessor Acct #
site Location
Own~r - Last Name
- street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[ ] Building
[X] Mechanical
[ ] Plumbing
Building Contractor:
06/24/1994
Application Number 94AP07723
Permit Number
Project Group
938 S CALLOW
SAFEWAY INC
938 S CALLOW
BREMER TON
(206)
First MI
state WA Zip 98310
Phone(206)
Phone(206)
[ ] Grading
[ ] Move Building
[ ] Mobile Home
[ ] Sign
[ ] Burning
[ ] Land. Clear
[ ] Paving
[ ] Underground
[- ] Demol ition
00
Work will be completed by owner.
- ,-
Nature of Work:
10 Refrigeration units.
---------------------------------------------------------------------
;;,": "
Council District Census Tract
Construction Sq Feet Inspections
Type Required
Residence [ ] Zoning Foundation [ ]
Business [X] Type Framing [ ]
Other [ ] Insu,lation [ ]
New ( ] Plumbing ( ]
Repair [ ] status Mechanical [X]
Remodel [ ] Code Wallboard [ ]
Addition [ l Final [X]
~=~==============================================================
Jd~ (f\-I \. ~ "pi. ~ :"c~ rL.r 0..-' ,,:)
(] +0 ~ I ,CC:\ r ~L '\"' WO-- \ ~
~1(L4)ftJ ~. ~'I~'1lq~
..
,-
, ' \
\ ~. \, .1, , j
. ' ;
B R E M E Ri' T 0 N B U I L D I N G D E P 11 R T M .E N T
ME C g, A N I C A L P E' R M I T A P P L' I C A T I 0 N
/'"
=================.==================~=================================
Application Number 94AP07723
COlltractor
street
City
Phone
Representative
state License #
City License #
KEY MECHANICAL CO. OF WASH.
19430 68TH AVENUE S. STE B
KENT
(206) 872-7392
RON
KEYMEW*240NZ
state ~lA
Zip 98032
Expiration Date 04/01/1995
Expiration Date
. G
stoves
Fire Place Inserts
Furnaces
Conversion Burners
Unit Heater
Boilers
Gas System: Max 5 Outlets
Evaporation Coolers
Air Conditioning.Units
Heat Pumps
Mixing or Re-Heat Box
Air Handling Units
Fans
Range Hoods
Clothes Dryers
Incinerators
Duct Alterations
Tanks
10 Refrigeration Units
Other Items
'i'_
1 '
l
---------------------------------------------------------------------
---------------------------------------------------------------------
..
.~ -~.
Key Mechanical Co.
~~
19430 68th AVENUE SOUTH - SUITE B - KENT, WASHINGTON 98032
(206) 872-7392
June 24, 1994
City ofBremerton
Building Department
286 - 4th Street
Bremerton, W A
PROJECT: Safeway #1467 - Bremerton
Job #20,004
SUBJECT: Mechanical Permit
To Whom It May Concern:
We hereby authorize Frans Legg to obtain a Mechanical Permit for refrigeration at the above
referenced project.
Thank you for your assistance.
Respectfully,
KEY MECHANICAL CO. OF W ASIllNGTON
::ilw4 a~~
Ronald A. Kvinge
RAK:mg
NOTICE OF PERMIT REGUlATIONS
This permit shall become null and void if the building or work authorized by this permit is not commenced
within 180 days from the date of such permit, or if this building or work authorized by such permit is
suspended or abandoned at any time after the work is commenced for a period of 180 days.
NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see
to it that the required inspections are made. The permit holder must notify the Building Official when ready
for the inspections. Failure of the permit holder to notify the Building Official of required inspections may
result in the stoppage of the work until such time that the permit holder can substantiate to the building
official that the concealed work meets or exceeds code requirements. Any demolition, testing, or fmancial
burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify
the City against any and all responsibility or liability connected with the construction.
I hereby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of laws and ordinances governing this type of work will be complied with whether specified herein
or not. e gr 0 permit does not presume to give authority to violate or cancel the provisions of any
other te or alIa re Iaring construction or the performance of construction.
3-:2c;.~(
Date
I certify that I am exempt from the requirements of the state contractor's regbtration law, under Sec. 3,
Chap. 126, laws of 1967.
/:5~!o
Signature
Date
Permit Number
pamit.doc
B REM E R TON
PER M I T
B U I L DIN G
D E PAR T MEN T
----------~--~-------------------------~-----------------------------
-~------------------------------------------------------~------~-----
Application Date
Issue Date
Assessor Acct #
Si te l.ocation
Owner - Last Name
- street
- Cit.y
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[ ] Mechanical
( J Plumbing
Building Contractor:
w,~.
ContJ::-actor
street
City
Phone
Representative
state License #
City License #
07/22/1994
12/01/1994
3735-023-001-00--
938 CAI.JLOW AVE
SAFEWAY
1000 124TH AVE NE
BELLE:VUE
(206)
[ ] Grading
[ ] Move Building
[ ] Mobile Home
Application Number 94AP07820
Permit Number 16001
Project Group
First HI
SUITE 201
state WA Zip 98009
Phone(206)
Phone(206)
[ ] Sign
[ ] Burning
[ ] l.and Cl ear
[ ] Paving
[ ] Underground
[ ] Demolition
CSI CONSTRUCTION CO
4370 NE HALSEY
PORTLAND
(503) 288-0304 state WA Zip 97213
$36970.00
8
j
Expiration Date 06/18{1995
Expiration Date
Nature of Work:
Fire sprinkler/alarms for Safeway store.
Construction
Type
CSICOC*084L4
Call Fire Marshall when ready for inspection,
~
Building Valuation
Council District
Census Tract
Sq Feet
Inspections
R.equired
Residence [ ] Zoning Foundation [ ]
Business [X] Type Framing []
other [] Insulation [ ]
New [X) Plumbing []
Repair [] Status Mechanical [ ]
Remodel [] Code Wallboard []
Addition [ ] 12 Final [Xl
;~~~~~~d-;~ { --- _n__ ----.-- - - - - - -- -~;;~~~~d - ~-p- -- - - - --- -- --
m____ __c"1~ ~L2.~m_-__m----jz:t~m-_._-m_-
- - - .- -. - - - - -=k - - - - - -e;- - - - - - - - - - - - - - - - - - - - - - - - - .. - - - - - - - - ...:;;:,..-: - - - - - - - - - -
,,_ _ ~t
- .~
B REM E R TON
B U I L DIN G
D E PAR T MEN T
CON D I T ION S
o F
PER M I T
----------------------------------------------------------------------
-------------------------------------------------~----------~--------
Application Number 94AP07820
Permit Number 16001
FIRE. . . . .
1) Fire protection systems must comply with UFC, NFPA,
UBC, and BMC standards.
2) Knox box - key lock box required to UFC and BMC standards
3) One (1) storz adapter required, in accordance with B.MC
'i,
standards.
-----~-~--------------------------------------------------------------
-~----------~------------------------------------------~-------------
NOTICE OF PERMIT REGUlATIONS
This permit shall become null and void if the building or work authorized by this permit is not commenced
within 180 days from the date of such permit, or if this building or work authorized by such permit is
suspended or abandoned at any time after the work is commenced for a period of 180 days.
. ............
... ............{~~!~~{t?;~:~:~:t}
..........:. ::.:..:.:.:..::'!::::I:::I.....I.:"::'!,[:.:!:I:::111:lil:1::1
::::::::;:::;:::::;:;::;::::;:;:;:;:::;:;:;:;:;:::::::;:::::::;::;:;:;::::::::=:;:::::;:;:
::)/:~:~:tif:r~!;!ji1ii]~~1~~{jj~ilj1~~~~iii!~~~ljij~i~lij!ii~~)~~~i~i~i~~~~~i~~
NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see
to it that the required inspections are made. The permit holder must notify the Building Official when ready
for the inspections. Failure of the permit holder to notify the Building Official of required inspections may
result in the stoppage of the work until such time that the permit holder can substantiate to the building
official that the concealed work meets or exceeds code .requirements. Any demolition, testing, or financial
burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify
the City against any and all responsibility or liability connected with the construction.
I hereby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of laws and ordinances governing this type of work will be complied with whether specified herein
or n. e granting of a permit does not presume to give authority to violate or cancel the provisions of any
oth r state r loCa11aw regulating construction or the performance of construction. .
12/) / '7_9'
Dati I /
Signature
I certify that I am exempt from the requirements of the state contractor's registration law, under Sec. 3,
Chap. 126, laws of 1967.
Date
Permit Number
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, ,
========='=============================================='==============
\
\
Application Date 07/22/1994
Issue Date
'Assessor Acct #
Site Location
Owner - Last Name
"< st reet
-, City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building [ ] Grading [ ] Sign [ ] Paving
'l\1'_ [ ] Mechani cal [] Move Bui 1 ding [] Burning [ ] Underground
"i [ ] Plumbing [ ] Mobile Home [] Land ffl,e~r,~ ~I lDeriio.lition
0, ' 't""~ "':,. ( I~ I ',' ,I f(J' " [g" mJ'
,-- --- ---- --,- - -- - --- -- - --- ----- - -- - --- - ~--- - - - ~l__:-J-'r:::t.,r1""'.'~-l~ ...... -..-'. ... - - ....;.--
'. ~. . _ "lJ . '.,,' ~,..J. H '. ",
Building Contractor: AUt; 0 1.1994 "
C'ont'ractor CSI CONSTRUC~ION co ~'.,fi:'i\jl[RTON "
street 4370 NE HALSEY BUILD
Ci ty PORTLAND lIVG OEPARTMDii
i' Phone (503) 288-0304 stat~. WA Zip 97213
Representative
State License # CSICOC*084L4
City License :It
3735~023-001-00--
938 CALLOW AVE
SAFEWAY
1000 124TH AVE NE
BELLEVUE
(206)
Application Number 94AP07820
Permit Number
Project Group
First
SUITE 201
state WA
MI
Zip 98009
Phone(206)
Phone(206)
,.
,
I
"{~ .,
','
, ,
:.
Expiration Date 06/18/1995
Expiration Date
Lr
( '.,
i.
"
1',:
Nature of Work:
~Fire sprinkler system
I ') Fire profedion sys9e'11",$must C"'f ,/
. 'th ' ,v >11' .y ,
, WI UFC. NFPA. use. and'3MC '
, standards. Plan review reqlJirE',.d.
;Z. \ I<no~ box - key lock box required
...J ,to UfC and, BMC standards.
for Safeway Stor~.
3.) -I 5+OV'''~/ D-dCLpJ-er f ~ tv.. /v-e J
Hydrants r~.quire Storz adapters in
. accordance' with BMC standards.
"
-=c-~ ~ "
Building Valuation $~~970.00
.---~---------------------------~-------------------------------------
Council istrict 8 ~ensus Tract ~
constru~' on ~.~:Sq Feet _~ Inspections
Type Required
Residence \~' ] Zoning Foundation [ ]
Business lX] Type .. Framing [ 'J
Other' [] Insul a tion [ ]
New [X] Plumbing []
Repair [] status -Mechanical [ ]
Remodel [] 'Code Wallboard []
Addi tion [ ] ~ . , 12 Final [X]
- ..-~ --- - -- -- -- --:~ - -- -:""'i='=~'f=/~ -- - - ----- --- - - --'- - -- - -- -- - -- ~ -- ,
-:- om__u___, ~-~-';:'f'T.y _~m---u~mmumm--m--
, .,
....f '. I
. .~J
,i,
f '; i r.
M-E-M-O-R-A-N-D-U-M
~
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~., ,j , J/ - iPi! .,;,,.,
//) <:'~ 'y lr.t)
)JU@i," iV {(,-'~~,ll ·
. Ii 79,9. l.!!/
811 Qrtt '4
<lILD/fII' IrtlRli
G DtpAg~&q
AUGUST 8, 1994
TO:
BONNIE KRAUSE
FROM:
DEREK SKANES
SUBJ:
SAFEWAY FIRE SPRINKLER SYSTEM
SITE LOCATION: 938 S. CALLOW AVE.
TAX LOT NUMBER:3735-023-001~OO--
~
BUILDING APPLICATION NUMBER: 94AP07820
OWNER: SAFEWAY, INC.
A 8" DCDVA has been installed for backflow prevention. The fire
sprinkler system does not conflict with utility systems located
within the 9th Street right-of-way.
COMPLETED BY: ~JJe ~c::::;~,. ~
LOGGED IN 8--2- 9'4
DATE
LOGGED OUT
It-t,,~
.,
_.._.,_M~ _.- - ..----- ...---
~
......---...." --
". .-- . --- -
'~",' ~ '
D E pAR T MEN T
B ~ E M ER TON
B U ::. L DIN G
~!,:. .
A P P L 1 CAT ION
,=============================.======================================
pER M I T
~.ppl ication Date
Issue Date
Assessor Acct ~
site Location
owner - Last Name
_ street
- city
_ phone
Tenant's Name
Agent'S Name
Architect's Name
Lx1 Building
[ .1 Mechanical
[ 1 plumbing
07/22/1994
APplication Number 94AP07820
perrni t Nurnber
project Group
3735-023-001-00--
938 .CALLO'A AVE
SAFEWAY
1000 124Tli ?:-JE
,,\,~ "':""
First
SUITE 20~
state WI',
Zip 98009
N-,..
. ~
BELLEVUE
r.1.-. (~O"
r..one 1. 0)
Phone(206)
(206)
i 1 GLad.i~g r 1 sign r ?avi~g
I- .. L .J
r i M.ove Building i 1 Burning J und.er~rc\.l::c.
L. ..1 .. ..
, , Mobile Home , 1 T ' Clear L i Demo1:.:.:.on
L , L. ..1 ...ano J
---------------------------------------------------------------------
Building co~tractor:
co
contractor
S t r e e t"
city
phone
Representative
state License ~
city L:.Cense #
CSI CONSTRUCTION
4370 NE HALSEY
PORTLAI~j)
(503) 288-0304
Expiration Date 06/18/1995
Expiration Date
~J'!"'" !'l"'"
state WA Zip 97213
CSICOC*OS4L4
ECEllff
AUG 2 1994
Dept. ot \""'u(.;",-, {VI..;'r\v ....ild
Utilities
City of Bremerton
Fire
~a.ture
or work:
sprinkler
safeway store.
system
r.or
".
---------------------------------------------------.-----------------
$36970.00
3~~ld~ng Valuation
c€_nsu.s .1' ract
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Amount paid
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nP:PAH'fMFN'l'
Oee: 01, 1994
... -.....-- ..
P 1. an (;hACK PePS Amount Pai d
$ ?]4.50 $ 2]4.50
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pdnr p2\yment. $
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service at: \
BREMERTON MUNICIPAL UTILITIES
3027 Olympus Drive
Bremerton, Washington 98310-4799
(206) 478-5318
VTILITY SERVICE AG~~E~NT
Work Order No.
Tap No.
Receipt Z.
WA. /~ 2-
,
Bremerton,
The undersigned
Service Address:
Legal Description:
Plat
pr~~]? oW~~l~Plies for Utility
Block
Lot
Kitsap County
------------------------------------------------------------------------
SERVICE REQUIREMENT: [] Water [] Wastewater [] Stormwater
SERVICE AREA: [] Marine Drive Water [] Sewer District #1
[] City [] North Perry Water [] Tracy ton Water
[] County [] Port of Bremerton []
---------------------------------------------------------------------------
SERVICE CHARGES:
Connection/ln~~9tio~ Fe~:
Water: Domestic....... . . . . . . . . Size $
Fire ..................Size $
Wastewater ............................. $
Storm Water.............................$
BARS-'.
Fro llt._ F 0 Q.1~.f;L_F e e, :
Water................................... $
Wastewater .............................. $
storm Wa. ter ............................. $
g~n~ral Fa9il.Lt-L-fee:
Water .......# of units
Wastewater ..# of units
Storm Water ., of units
(i $
@ $
(i $
$
$
$
System Development Charges:
Water
Wastewater
Storm Water
$
$
$
Temporary Service $
Road Permit [] City [] County ..$
Street Restoration [] Asphalt [] Concrete $
Tapping Fee .............. 0 . . . . . . . . . . . . .' . . . $
Deposit $
Other (1) one Storz Adaptor $
TOT AL. 0 . . . . . . . . . . . . . . . . *'
1 7.11. nL.,
128.n4
401 -188 1 nnn
1. Utility charges are the responsibility to the owner regardless of
whether the property is occupied by the owner or tenant. Unpaid
charge shall become a lien on the property serviced.
2. By this agreement, the undersigned owner acknowledges that the owner
assumes the risk and the City disclaims responsibility for all claims
for damage or injury to person or property resulting from the
following: ~
a. Installation, maintenance and operation of all plumbing, fixtures
or appliances connected to the water meter or wastewater main.
(Building permit inspections are limited in scope and do not
guarantee plumbing design or workmanship.)
b. Changes in pressure, flow or temporary shut-off of services due
to system maintenance, emergency or non-payment of charges.
Name Safeway
Billing Address 1000 124th Ave NE Suite 201
Ci ty Bellevue,
Owner's Signature ~ ~
Agent's Signature--+-. 0 .1 77- ~~
Accepted be alf of Bremerton Municipal
By:
Phone Number
)
State l~A
ZIP
98009
, 19
19 <:''':;:' ~?'
, L-
Date
Da te / 2.
I
/
/~
Utilities:
Date
, 19~
Original & Y low Copies: Utilities Accounting
Pink Copy: Utilities Engineering Goldenrod Copy: Customer
~u.,:,,:. ..-~ ::~I"
. .,';......,:A;,~~~~tl'r~,_
REORDER FROM BETTER BUSINESS FORMS (206) 698-2464
(
" -
~
\
,
27'57
BREMERTON MUNICIPAL UTILITIES
3027 Olympus Drive
Bremerton, Washington 98310-4799
(206) 478-5318
Bremerton,
Rece~ No.
WA. . ~::J.
\,
\.
)
91(}3;R_
, (913/
~TILITY SERVICE AG~~E~NT
Work Order No.
Tap No.
The undersigned
Service Address:
Legal Description:
Plat
property owner hereby applies for Utility service at:
Block
Lot
Kitsap COU:lty
------------------------------------------------------------------------
SERVICE REQUIREMENT: [] Water [] Wastewater [] Stormwater
SERVICE AREA: [] Marine Drive Water [] Sewer District *1
[] City [] North Perry Water [] Tracy ton Water
[J County [J Port of Bremerton [J
~ ---------------------------------------------------------------------------
SERVICE CHARGES:
Connection/lns~tion Fee:
Water: Domestic...............Size $
Fire ..................Size $
Wastewater ............................. $
s to rm Wa t e r ..................................................... $
BARS It
Front.._ FootagLFee.:
Wa ter ................................................................... $
Was tewa ter ............................................................ $
Storm Water ...................................,..... $
general Facility Fee:
Water .......* of units
Wastewater ..* of units
Storm Water .f of units
(i $
(i $
(i $
$
$
$
System Development Charges:
Water
Wastewater
Storm Water
$
$
$
Temporary Service $
Road Permit [] City [] County ..$
Street Restoration [J Asphalt [] Concrete $
Ta pp i ng Fee .............. 0 . . . . . . . . . . . . .' . . . $
Deposit $
Other Z. S7t>/C Z ft[Jl1?TlJ~~ $
TOTAL. 0 . . . . . . . . . . . . . . . . $
ffff~~~
4()/ -38 X- jat)o
---------------------------------------------------------------------------
1. Utility charges are the responsibility to the owner regardless of
whether the property is occupied by the owner or ,tenant. Unpaid
charge shall become a lien on the property serviced.
2. By this agreement, the undersigned owner acknowledges that the owner
assumes the risk and the City disclaims responsibility for all claims
for damage or injury to person or property resulting from the
following:
a. Installation, maintenance and operation of all plumbing, fixtures
or appliances connected to the water meter or wastewater main.
(Building permit inspections are limited in scope and do not
guarantee plumbing design or workmanship.)
b. Changes in pressure, flow or temporary shut-off of services due
to system ma tenan ergency or non-payment of charges.
Phone Number )
. u/~:to1
State lUff ZIP
Date 3'29~yc/
Date
Name
Billing
Owner's
Agent's
ACCep.~on ..beh
By: _~..I~)
-
Utilities:
Date J/~q
, 19o/'jL
\
~'
Original & Yello Copies: Utilities Accounting
Pink Copy: Utilities Engineering Goldenrod Copy: Customer
,.-
\
"1-' '";:'\
.
STORM DRAINAGE CALCULATIONS
FOR
SAFEWAY STORE NO. 1467
NORTH CALLOW AVENUE & NINTH STREET
BREMERTON, WASHINGTON
BY
0;' .r'"
BUSH ROED & HITCHINGS, INC.
2009 MINOR AVENUE EAST
SEATTLE, WA 98102
(206) 323-4144
'fl"
JANUARY 24, 1994
BRH JOB NO. 92285.04jENG 43B
r EXPiRES 3/6/ 95 ]
~ :~
'-
-
--
'.
Narrative:
This project involves approximately 3 acres of land for the development of a new Safeway
Grocery Store located between North Montgomery Avenue and North Callow Avenue and
between 11th Streetand 8th Street in Bremerton, Washington. An existing Safeway Store
now sits on the northern portion of the site. It will be demolished and replaced with a new_
parking lot for the new store. The new store will be located on the southern portion of the -
site which is currently occupied by several small buildings and parking areas. -
The project will proceed in 2 phases. The first phase Will include the demolition of small
existing buildings along with the construction of the new store. The second phase will be
the demolition of the existing store and the grading and placement of the new parking lot.
In addition, a new curb, gutter and sidewalk will be built along the north side of 9th Street.
Detention calculations are attached which include the sizing of t~e underground pipe
system as well as the erosion control calculations.
92285.04/Eng 42-B
JOB
,; r 0 I
=:::":::"~v..J~. :)-?r~N
.J N ~2.. "?es-.o....:
BUSH, ROED & HITCHINGS, INC.
CIVIL ENGINEERS & LAND SURVEYORS
~ 2009 Minor A venue East
~ Seattle, W A 98102
~ (206) 323-4144
BRH (206) 323-7135 * Fax
SHEET NO.
CALCULATED BY ~?
OF
DATE
\--z...~-q 1-
.
CHECKED BY
DATE
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PROOUCT 204.1 lSinQIe SIlee!.sj 205.\ Wadded) INE:EiS/~lfIC..GfOlon Mass 01471. To Order PHONE TOll fREE 1.800.215-&380
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E~c)SloN\ CQ)~OL ~L.A-4l~S
Step 1. Runoff Volume Detention
o
soil is hydrologic soil group
Enter Nomograph 1, Sec1 jon 1 with )\ soil.
Read vertically to C. t~t"'-e J ~~
Then horizontal into Section 2 to ~..5 in. precipi tation ~
Then vertically dow~ into Sec.t-i~n'. 3 to a lOQIt'\-~ Stt~ texture.
Then horizontally to" too 0 . per", acre.
Then multiply LS acres x l 06 0 = l S-oO ft. 3.
l'
( Yt- 0 -}- ~~..,.j .s ~ o.nLo..)
o
.0
o
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Step 2. Sediment Volume Determinations During Construction
From Nomograph 2 in Section 1
o Go vertically from 2.1..5 ft. to a slope of 7%pe::I-cent..
o Then horizontally i:nto Section 2 to K = o. \ for an
- soil. - ~
o Then vertically down into Section 3 to a watershed size
of < \0 acres .
o Then horizontally and read an annual sediment volume of
~O ft.3 per acre. .
A temporary structure with a two-year life will store:
2 x ,"0 x ,S = te>O cu. ft.
Sediment Storage .
Runoff- Storage Volume from Slep 1
Total Volume of Pond.
l5'O0 ft.3
\~O ft.3
l6~~ ft.3
=
=
=
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TYPE lA STOR}l AREA
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* BASED UPON A TIHE OF
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NOMOGRAPH 1
(RU~OFF VOLUHE)
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PREPARED FOR
SAFEWA Y STORES, INC.
R E eEl VB D
Ute 2 3 1993
THE DYKEMAN ARCHITECTS
GEOTECHNICAL ENGINEERING STUDY
PROPOSED SAFEWA Y STORE-
NORTH CALLOW AVENUE AND 9TH STREET
BREMERTON, WASHINGTON
E-6409
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December 21, 1993
Earth Consultants, Inc.
1805 - 136th Place Northeast, Suite 101
Bellevue, Washington 98005
(206) 643-3780
222 East 26th Street, Suite 103
Tacoma, Washington 98411-9998
(206) 272-6608
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December 21, 1993
E-6409
Safeway Stores, Inc.
c/o The Dykeman Architects
400 First National Bank Building
1602 Hewitt Avenue
Everett, Washington 98201
Attention: Mr. Paul Turmala
Dear Mr. Turmala:
We are pleased to submit our report titled "Geotechnical Engineering Study, Proposed
Safeway Store, Bremerton, Washington." This report presents the results of our.field
exploration, selective laboratory tests, and engineering analysis, as well as
geotechnically related recommendations for the proposed site development. The
purpose and scope of our study was outlined in our November 24, 1993 proposal.
Based on the subsurface conditions encountered at the above referenced site, it is our
opinion that-the proposed store may be supported by spread footings bearing on the
medium dense to very dense native soils or on structl)ral fill, provided that the
recommendations contained in this report are incorporated into the construction
specifications.
If you or your consultants have any questions about the content of this report, or if
we can be of further assistance, please call.
Respectfully submitted,
EARTH CONSULTANTS, INC.
P--t.~
Kyle R. Campbell, P. E.
Manager of Geotechnical Services
DSl/KRC/kml
[6409GES.Rpt)
1805 . 136th Place N.E., Suite 201, Bellevue, Washington 98005
222 E. 26th Street. Suite 103, Tacoma, Washington 98421.9998
Bellevue (206) 643-3780 Seattle (206) 464.1584 FAX (206):746.0860 Tacoma (206) 272.6608
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TABLE OF CONTENTS
E-6409
PAGE
'INTRODUCTION . . . . . . . . . . . . . . . . . . . . . . . . . . '.' . . . . . . . . . . . . . .. 1
General . . . . .'-. . . . . . ',' . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1
Proiect Descriotion. . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 1.
SITE CONDITIONS ......................................... 2
Surface . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . -.- . . . . . . . . . .. 2
Subsurface . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 2
Groundwater ........................................... 3
Laboratorv Testing ................................ _' . . . . .. 3
DISCUSSION AND RECOMMENDATIONS. .. . . . . . . . . -. . . . . . . . . . . . .. 3
General . . . . . . . . . . . . . . . . . . . . . . . . -. . . . . . . . . . . . .. . . . . . . . .. 3
Site Preoaration and Grading ................................ 4
Foundations . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 5
Slab-on-Grade Floors . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 7
Seismic Design Considerations . . . . . . -:- . . . . . . . . . . . . . . . . . . . . . . . -. 8
Excavations and Slooes . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .8_
Site Drainage . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 9
Utilitv Suooort and Backfill . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 10
Pavement Areas .. . . . . . . . . . . . . . . _' . . . . . . . . . . . . . . . . . . . . . . . -. 10
LIMITATIONS. . . . . . . . . . . . . . . . . . . . : . . . . . . . . . . . . . . . . . . . . . . .. 11
Additional Services .......... . . . . . . . . . . . . . . . . . . . . . . . . . . . .. 12
APPENDICES
Appendix A
Appendix B
Field Exploration
Laboratory Testing
ILLUSTRATIONS
Plate 1
Plate 2
Plate 3
Vicinity Map
Boring Location Plan
Typical Utility Trench Backfill
Plate A 1
Plates A2 through A 11
Legend
Boring Logs
Plate B1
Plate B2
Grain Size Analysis
Atterberg Test Data
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GEOTECHNICAL ENGINEERING STUDY
PROPOSED SAFEWA Y STORE
NORTH CAllOW AVENUE AND 9TH STREET
BREMERTON, WASHINGTON
E-6409
INTRODUCTION
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General
This report presents the results of the geotechnical engineering study for the proposed
Safeway store, Bremerton, Washington. The general location of the site is shown on
ttre Vicinity Map, Plate 1. The purpose of this study was to explore the subsurface
conditions at the site and, based on the conditions encountered, to provide
recommendations for site preparation, as well as present geotechnical information for
the proposed site development.
Proiect Description
At the time our study was performed, the proposed structure, existing structures, and_
exploratory locations were approximately as shown on the Boring location Plan,
Plate 2.
Based on the preliminary information provided by the architect, we understand that
the site is to be developed with a Safeway store with associated paved parking and
landscaping areas. A loading dock is planned for the southeast corner of the building._
The store is to be located in the southern half of the parcel. In order to provide the
planned grades, cuts will be required along North Montgomery Avenue, 11 th Street
and North Callow Avenue. Maximum cuts will be about seventeen (17) feet at the
intersection of North Montgomery Avenue and 11 th Street. Fills will be placed in the
southern half of the site. Maximum fill depth will be about twelve (12) feet adjacent
t6 the intersection of North Callow Avenue and 9th Street.
Due to existing site grades, perimeter walls along 9th Avenue and North Callow
Avenue will act as retaining walls for fills up to twelve (12) feet in depth. Due to
filling of the building area, some of the interior footings will bear on new structural fill.
Based upon our experience with similar structures in the past, we anticipate structural
loading to fall within the following ranges, including maximum dead plus live loads:.
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Wall loads
Column loads
Slab loads
3 kips per lineal foot
100 to 200 kips
250 pounds per square foot (psf)
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December 21, 1993
E-6409
Page 2
If the above design criteria are incorrect or change, we should be notified and allowed
to review bur recommendations in light of actual design information. In any case, it
is recommended that the Soils Engineer of Record be retained to perform a general
, .-
review of the final constructi()n design. -
SITE CONDITIONS
Surface
The site of the proposed facility is bounded by 11 th Street to the North, by North
Montgomery Avenue to the East, by 9th Street to ,the South and by North Callow'
Avenue to the west (see Plate 1, Vicinity Map). The rectangular parcel encompasses
about three acres. The site is presently developed with a Safeway Store, a car wash,
a church and other structures. A retaining wall is located along 11 th Avenue. The
back wall of the existing Safeway also acts as a retaining wall. The site slopes down
from the east to the west.
Subsurface
The site was explored by drilling seven borings at the approximate location~ shown
on Plate 2. Detailed descriptions of the conditions encountered at each -location
explored are presented on the boring logs, Plates A2 through A 11. A description of
the field exploration methods is included in Appendix A. Below is a generalized
description of the subsurface conditions encountered.
In general, the borings encountered interbedded layers of poorly graded s~nd and
poorly graded gravel (Unified Soil Classifications SP and GP) to a depth of twenty-one
and one-half (21.5) feet. Layers of gray silt (ML) were encountered in the borings
along North Montgomery Avenue at depths of 4 feet and 20.5 feet. The upper silt
was observed to be four feet io thickness and the lower silt extended to the maximum
exploration depth of thirty-one and one-half (31.5) feet. Fill was encountered
sporadically across the site in thicknesses varying between 4 and 6.5 feet. Fills
generally consisted of brown silty sand (Unified Soil Classification SM). The native
sand and gravel layers were typically observed to be in a very dense condition. The
upper silt was observed to be in a loose to medium dense condition and the deeper
silt in a very dense condition.
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December 21, 1993
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Groundwater-
Groundwater seepage was not observed in any of the borings during the time our site
study was performed. It is important to note that groundwater seepage is not
constant; thus, one may expect fluctuations in the volume and location depending on
the season, amount of rainfall, surface water runoff, and other factors. Generally,
groundwater seepage is greater during the wetter winter months (typically October
through May). Groundwater seepage is not expected to have a significant impact on
construction unless the site is developed during or shortly after' periods of heavy
precipitation. -,
laboratory Testing
laboratory tests were conducted on several representative soil samples to verify or
modify the field soil classification of the units encountered and to evaluate the general
physical properties and engineering characteristics of the soils encountered. Visual
classifications were supplemented by index tests, such as sieve analysis, on
representative samples. MoistuJe content tests were performed on most samples.
The results of laboratory tests performed on specific samples are provided either at
the appropriate sample depth on the individual boring log or on a separate data sheet
contained in Appendix B. However, it is important to note that these test results may
not accurately represent the overall in-situ soil conditions; our geotechnical
recommendations are based on our interpretation of these test results.
The soil samples for this project will be discarded after a period of fifteen days
. following completion of this report, unless we are otherwise directed in writing.
. DISCUSSION AND RECOMMENDATIONS
General
Based on the results of our study, it is our opinion that the site can be developed
generally as planned provided the recommendations contained in this report are
incorporated into the final design. In our opinion, the proposed structure may be
supported on spread footings bearing on structural fill or the medium dense to very
dense native soils. Also of particular concern at this site is the permanent support of
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December 21, 1993
E-6409
Page 4
the cuts along 11 th Street and North Montgomery Avenue. These cuts may be
supported by a concrete retaining wall provided there is enough space to slope the
cuts during construction. _
These and other geotechnically related aspects of the project are discussed in the
following sections of this report.
This report has been prepared for specific application to this project only and in a
manner consistent with that level of care and skill ordinarily exercised by other
members of the profession currently practicing under similar conditions in this _area for
the exclusive use of Safeway Stores, Inc. and their representatives. No wa~ranty is
expressed or implied. It is recommended that this report, in its entirety, be included
in the project contract documents for the information of the contractor.
Site Preparation and Grading
Construction areas should be stripped and cleared of all existing vegetation, topsoil,.
demolition debris, and any other deleterious materials. Stripped organic materials
should not be mixed with any soils to be used as structural fill. Following the
stripping and clearing procedures, the earthwork operations can commence to provide
the design grades. The ground surface where structural fill or foundations are to be
placed should be observed by -a representative of ECI. Proofrolling may be necessary
to identify any loose or soft areas. Soil in any loose or soft areas, if recompacted and
still excessively yielding, should be overexcavated and replaced with structural fill to
a depth that will provide a stable base beneath the general stnJctural fill or suitable
support for slabs.
Structural fill is defined as any compacted fill placed under foundations, roadways,
slabs, pavements, or any other load-bearing areas. Structural fill under foundations
should be placed in horiz:ontallifts not exceeding twelve (12) inches in loose thickness
and compacted to a minimum 95 percent of its maximum dry density in accordance
with ASTM Test Designation 0-1557-78 (Modified Proctor). The fill materials should
be placed at or near the optimum moisture content. Fill under pavements and walks
should also be placed in horizontal lifts and compacted to 90 percent of maximum
density, except for the top twelve (12) inches which should be compacted to 95
percent of maximum density.
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Laboratory tests indicate the majority of native soil-expected to be exposed in the
footing excavations has between 4 and 15 percent fines and a natural moisture
content ranging from 8 to 13 percent. Due to the natural moisture, it is our opinion
the cleaner soils would be suitable for use as a structural fill in their present condition.
Silts encountered along North Montgomery Avenue have between 25 and 32 percent.
natural moisture content. Due to this high moisture content, it is our opinion that they
would not be suitable for use as structural fill and should be removed from the site or
used in landscaping areas.
In addition, the soils expected to be exposed along North Montgomery Avenue are
moisture sensitive due to their relatively high fines content. As such, in an exposed
condition they will become disturbed from normal construction activity especially
when in a wet or saturated condition. Once disturbed, in a wet condition, they will
be unsuitable for support of foundations or pavements. Therefore, during construction
where these soils are exposed and will support new structures, care must be
exercised not to disturb their condition. If disturbed conditions develop, the affected
soils must be removed and replaced with structural fill. The depth of removal will be
dependent on the leve.! of disturbance developed during construction. Given the
above, a summer earthwork construction schedule is suggested.
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Structural fill which is to be placed in wet weather should consist of a granular
material with a maximum size of three inches and no more than 5 percent fines
passing the No. 200 sieve, based on the minus 3/4-inch fraction. During dry weather,
most compactible non-organic soil'can be used as structural fill. Itis recommended
that any structural fill planned for on-site use be submitted for approval prior to
import.
Foundations
Based on the encountered subsurface soil conditions, preliminary design criteria, and
assuming compliance with the preceding "Site Preparation and Grading" section, the
proposed structures may be supported on the medium dense to very dense poorly
graded gravels and sands or structural fill. Foundation elements bearing in these soils
may be designed for an allowable bearing capacity of 3000 pounds per square foot
(psf). Footings should be at least twelve (12) inches in width and extend to a depth
of at least eighteen (18) inches below the lowest adjacent finished subgrade or interior
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floor slab surface. Interior spread footings may bear on the poorly graded gravels and
sands, or on structural fill. For those footings bearing on structural fill, an allowable
bearing capacjty of 2,500 psf may be used for design. Interior footings should be at
least twelve (12) inches below the lowest adjacent floor slab surface.
The above allowable bearing values _are for dead plus live loads and may be increased
one-third for combined dead, live, wind, and seismic forces-.
It is recommended that all footing excavations be observed by a representative.ofECI,
prior to placing forms Qr rebar, to verify that exposed soil conditions,are as anticipated
in this report, and/or provide suitable modifications in the design, as required. .0
Total settlement of foundations is expected to be less than three-quarters of an inch.
Differential settlements are expected to be less than one-half inch. The majority of
the anticipated setflement should occur during construction as the dead loads are
applied.
lateral loads
The horizontal loads can be resisted by friction between the base of the foundation
and the supporting soil and by passive soil pressure acting on the face of the buried
portion of the foundation. For the latter, the foundation must be poured "neat"
against the competent native soils or backfilled with structural fill. For frictional
capacity, a coefficient of 0.40 can be used. For passive earth pressure, the available
resistance can be computed using an equivalent fluid pressure of three hundred (300)
pcf. A factor of safety of 1.5 is included jn the lateral resistance values. As
movement of the foundation element is required to mobilize full passive resistance,
the passive resistance should be neglected if such movement is not acceptable.
Retaining Walls
Retaining walls and foundation walls that will act as retaining walls should be
designed to resist lateral earth pressures imposed by the retained soils. Walls that are
designed to yield can be designed to resist the lateral earth pressure imposed by an
equivalent fluid with a unit weight of thirty-five (35) pounds per cubic foot (pcf). The
equivalent fluid weight should be increased to fifty (50) pcf for walls that are
restrained at the top from free movement. These values are based on horizontal
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backfill and that surcharges due to backfill slopes, hydrostatic pressures, traffic,
- structural loads or other surcharg-e loads will not ac(on walls. If such surcharges are
to apply, they should be added to the above design lateral pressures.
Retaining walls should be backfilled with a free draining material conforming to the
WSDOT specification for gravel backfill for walls (WSDOT 9-03.12(2)). The free
draining material should extend a minimum of eighteen inches behind the wall. The
remainder of the backfill should consist of structural fill. A perforated drain pipe
should be placed at the base of the wall. Drain pipes located in the free draining--
backfill soil should be perforated with holes less than 1/2 inch in diameter. The drain
pipe should be surrounded by a minimum of one cubic foot per lineal foot-with 3/4
rock or should be wrapped with a filter fabric.
Slab-an-Grade Floors
Slab-an-grade floors may be supported on structural fill or competent native soil. Due
to the planned cutting and filling of the site, the slab will likely bear on both
undisturbed native soil and new structural fill, creating a potential for cracking along
the transition line due to differential settlement. In order to control possible cracking,
it is suggested that additional reinforcement be placed in the slab at the transition
from native soil to structural fill. Should loose soil be present at the slab subgrade
elevation, it should be compacted to the requirements of structural fill. Any disturbed
subgrade soil must either be re-compacted or replaced with structural fill. Slab-on-
grade floors should be designed by the structural engineer based on the anticipated -
loading and the subgrade support characteristics. A modulus of vertical subgrade -
reaction of three hundred (300) pounds per cubic inch (pci) may be used for design.
The slab should be provided with a minimum of four inches of free-draining sand or
gravel. In areas where slab moisture is undesirable, a vapor barrier such as a 6-mil
plastic membrane may be placed beneath the slab. Two inches of damp sand may be
placed over the membrane for protection during construction and to aid in curing of
the concrete.
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Seismic Design Considerations
The Puget Sound region is classified as Zone 3 by the Uniform Building Code (UBC).
The largest earthquakes in the Puget Sound region have been subcrustal events,
ranging in depth from 50_to 70 kilometers. Such deep events have exhibited no
surface faulting.
The UBC earthquake regulations confain a static force procedure and.a dynamic force
procedure for design base shear calculations. Based; on the encountered soil
conditions, it is our opinion that a site coefficient of 1.2 should be used-for the static
force procedure, as outlined in Section 2334 of the 1991 UBC. For the dynamic force
procedure outline in Section 2335 of the 1991 UBC, the curve for Rock and Stiff Soils
(soil type j) should be used on Figure 23-3, Normalized Response Spectra Shapes.
Liquefaction is a phenomenon in which soils lose all shear strength for short periods.
of time during an earthquake. The effects of liquefaction may be large total and/or
differential settlement for structures with foundations founded in the liquefying soils.
Groundshaking of sufficient duration results in the~ loss of grain to grain contact and
rapid increase in pore water pressure, causing the soil to behave as a fluid for short
periods of time. To have potential for liquefaction, a soil must be cohesionless with
a grain size distribution of a specified range (generally sands and silt); it must be loose
to medium-dense; it must be below the groundwater table; and it must be subject to
sufficient magnitude and duration of groundshaking. Based on the subsurface
information obtained during our field exploration, it-is our opinion that the liquefaction
potential at the site is negligible due to the relative :high density of the soils
encountered.
Exc"avations and Slopes
You should be aware that in no case should the excavation slopes be greater than the
limits specified in local, state and federal safety regulations. As described in the
current Occupational Safety and Health Administration (OSHA) regulations, the
existing soils would classify as Type 'B' due to the layering of the soils. Therefore
temporary cuts greater than four feet in height, should be sloped at an inclination no
steeper than 1 H: 1 V. If slopes of this inclination, or flatter, cannot be constructed, or
if excavations greater than twenty (20) feet in depth are required, temporary shoring
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GEOTECHNICAL ENGINEERING STUDY
Safeway Stores, Inc.
December 21, 1993
E-6409
Page 9
may be necessary. This shoring would help protect against slope or excavation
collapse, and would provide protection to' workmen in the excavation. If temporary
shoring is required, we will be available to provide shoring design criteria, if requested.-
Alternatively, any required shoring may be incorporated into a permanent retaining
wall.
All permanent slopes should be inclined no greater than 2H: 1 V. If this inclination
cannot be maintained, this office should be contacted to review the design and
construction criteria. We also recommend that all cut slopes be examined by Earth
Consultants, Inc. during excavation to verify that conditions are as an-ticipated.
Supplementary recommendations can then be developed, if needed, to improve the
stability, including flattening of slopes or installation of drainage. In any case, water
should not be allowed to flow uncontrolled over the top of any slopes.
The above information has been provided solely 13S a service to our client. Under no
circumstances should the above information be interpreted to mean that this office is
assuming responsibility for construction site safety or the contractor's activities; such
responsibility is not being implied and should not be inferred.
~~~.~:
Site- Drainage
Groundwater seepage was not encountered in any of the borings during the time our
site study was performed. It appears that groundwater levels should not present
construction related problems while excavating the foundations. However, _!f
groundwater seepage is encountered in any excavations during construction, the
bottom of the excavation should be sloped to one or more shallow sump pits. The
collected water can then be pumped from these pits to a positive and permanent
discharge, such as a nearby storm drain. Depending on the magnitude of such
seepage, it may also be necessary to interconnect the sump pits bya system of
connector trenches. It is recommended tliat the appropriate locations of subsurface
drains, if needed, be established during grading operations by this office, at which
time the seepage areas, if present, may be more clearly defined.
Earth Consultants, Inc.
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Safeway Stores, Inc.
December 21, 1993
E-6409
Page 10
The site should be graded such that surface water is directed off the site. Water
should not be allowed to stand in any area where structures, slabs or driveways are
to be constructed. During construction( loose surfaces should be sealed at night by
compacting the surface to reduce the potential for moisture infiltration into the soils.
Final site grades should allow for drainage away from the structure foundations. The
ground should be sloped at a gradient of three percent for a distance of at least ten
feet away from the structures in landscape areas.
Utilitv Support and Backfill
Based on the soil conditions encountered, the soils expecfed to be exposed by utility
excavations should provide adequate support for utilities. Utility trench backfill is a
major concern in reducing the potential for settlement along utility alignments,
particularly in pavement areas. It is important that each section of utility lin.e be
_adequately supported in the bedding material. The material should be hand tamped
to ensure support is provided around the pipe haunches. Fill should be carefully
placed and hand tamped to about twelve (12) inches above the crown of the pipe.
before any heavy compaction equipment is brought into use. The remainder of the
trench backfill should be placed in lifts having a loose thickness of less than twelve
. (12) inches. A typical trench bacKfill s~ction and compaction requirements f-Gr load
.supporting and non-load-supporting areas is presented on Plate 3.
Pavement Areas
The adequacy of site pavements is related in part to the condition of the underlying
subgrade. To provide a properly prepared subgrade for pavements, we recommend
the subgrade' be treated and prepared as described in the Site Preparation of this
report. This means at least the top twelve (12) inches of the subgrade should be
compacted to 95 percent of the maximum dry density (per ASTM 1557-78). It is
possible that some localized areas of soft, wet or unstable subgrade may still exist
after this process. Therefore, a greater thickness of structural fill oLcrushed rock may
be needed to stabilize these localized areas.
Earth Consultants. Inc.
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GEOTECHNICAL ENGINEERING STUDY
Safeway Stores, Inc.
December 21, 1993
E-6409
Page 11
We recommend the following pavement section for lightly loaded areas:
Two inches of Asphalt Concrete (AC) over four inches of Crushed Rock Base
(CRB) material; or
.-
Two inches of AC over three inches of Asphalt Treated Base (A TB) material. _
Heavier truck-traffic areas will require thicker sections depending upon site usage,
pavement life and site traffic. As a general rule, you may consider for truck-trafficked
areas the following sections:
.-
Three inches qf AC over six inches of CRB, or
Three inches of AC over four inches of A TB.
Asphalt Concrete (AC), Asphalt Treated Base (A TB), and Crushed Rock Base (CRB)
materials should conform to WSDOT specifications. All rock base should be
compacted to at leaast 95 percent of the ASTM D-1557-78 laboratory test standard.
It should be noted that parking stall pavement sections assume no truck_ traffic.
LIMITATIONS
Our recommendations and conclusions are based on the site materials observe.d,
selective laboratory testing and engineering analyses, the design information provided
to us by you, and our experience and engineering judgement. The conclusions and
recommendations are professional opinions derived in a manner consistent wifh that:
level of care and skill ordinarily exercised by other members of the profession currently:
practicing under similar conditions in this area. No warranty is expressed or implied.
The recommendations submitted in this report are based upon the data obtained from
the borings. Soil and groundwater conditions between borings may vary from those
encountered. The riature and extent of variations between our exploratory locations
may not become evident until construction. If variations do appear, ECI should be .
requested to re-evaluate the recommendations of this report and to modify or verify
them in writing prior to proceeding with the construction.
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GEOTECHNICAL ENGINEERING STUDY
Safeway Stores, Inc.
December 21, 1993
E-6409
Page 12
Additional Services
This office will be available to provide consultation services relating to review of the
final design and specifications to verify that our recommendations have been properly
interpreted and implemented in the approved construction plans and specifications.
In addition,"it is suggested that this office be retained to provide geotechnical services
during construction to observe compliance with the design concepts and project
specifications, and to facilitate -design changes in the event subsurface conditions
differ from those anticipated prior to the start of cons!ruction. It should be noted that
it is generally in ~ne best interests of the owner/client to maintain the same Soils
Engineer during construction in order to obtain the project objective, with optimum
quality control.
Earth Consultants, Inc.
\'iJ: ~. ~ .1 . bTH~ ....T""....:f.~ .... ~ . bi;~~ll J ~.~ i~ - ~J ~
}................I})~ i(f ...... ..... ". 20~ IEAST;~.".'.'.'..""".".ERTON>~~~&~~'~~~...;;::e~~.!. ~..~~~ HOL~::DST~
~ 1 T5 w w 1;: ....... .................................... ....... ..' 303 . ~~a KJ.. ....~ ~: ~ ~ ~
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19TH W w w . 51 <.:.. ;..r .~. .: '... '. ......... .>fl;,.... . ~ .<;: . HIGHL ill' VIEW
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..........
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UTY
....
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..1.>............. ....
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> ........ c.
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.' c~... -="," ............. ~
nn~ rf~lf{;~~ ~ ~ L~~
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Vicinity Map
Proposed Safeway Store
Bremerton, Washington
Pro). No. 6409
Drwn. GLS
Date Dec. '93
Checked DSL
Date 12/10/93
Plate 1
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- Approximate Scale
I
. I --- I
~----------------~
: B-2 0 40 80 160ft.
\ ~
I- Existing i
w I _c Safeway Stol;
I
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0: I ~
l- I
en I LEGEND
I i
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'-__-.J
.... B-1 -e- Approximate Location of
,.. ~.
,.. I
Eel Boring, Proj. No.
E-6409, Dec. 1993
~lH ~ D Proposed Building
-----
I I Existing Building
I I
L__ __I
Reference:
Site Plan
By The Dykeman Architects
Date Faxed 11/22/93
.
Boring Location Plan
Proposed Safeway Store
Bremerton, Washington
r
i ,Checked DSL
Date 12/10/93
Plate 2
~ ;
r.
r.
~"!i:::-:"""":":"i""':::::::::]
-.,.............-.......... .
..~~~~P:l.~~~~tjJ?~:@~f~<<~;
@
Non-Load Supporting
Areas
Roor Slab or
Roadway Areas
~I
I~
Varies
Illjilliiii{,il~l~
1 Foot Minimum
Backfill
Varies
Bedding
Varies
LEGEND:
Asphalt or Co~crete Pavement or Concrete Floor Slab
Base Material or Base Rock
Backfill; Compacted On-Site Soil or Imported Select Fill
Material as Described in the Site Preparation of the General
Earthwork Section of the Attached Report Text.
Minimum Percentage of Maximum Laboratory Dry Density as
Determined by ASTM Test Method D 1557-78 (Modified Proctor),
Unless Otherwise Specified in the Attached Report Text.
Bedding Material; Material Type Depends on Type of Pipe and
Laying Conditions. Bedding Should Conform to the Manufacturers
Recommendations for the Type of Pipe Selected.
_~~~U}l~.!~~~'
TYPICAL UTILITY TRENCH FILL
PROPOSEDSAFEWAY STORE
BREMERTON, WASHINGTON
Proj. No. 6409
Drwn. GLS
Date Dee' 93
Date 12/15/93
Plate 3
Checked DSL
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APPENDIX A
E-6409
FIELD EXPLORATION
Our field exploration was performed on Decemb~r 9, 1993. Subsurface conditions
at the site were explored by drilling seven borings to a maximum depth of thirty-one
and one-half feet (31.5) feet below existing grade. The borings were drilled by
Associated Drilling using a truck mounted drill rig. Continuous-flight, hollow-stem
augers were used to advance and support the boreholes during sampling.
Approximate boring locations were determined by pacing from existing on site
landmarks. The locations of the borings should be considered accurate only to the
.dEfgree implied by the method used.. These approximate locations are shown on the
Boring Location Plan, Plate 2.
The field exploration was continuously monitored by an engineer from our firm who
classified the soils encountered and maintained a log of each boring, measured
groundwater levels, and observed pertinent site features.
All samples were visually classified in accordance with the Unified Soil Classification
System which is presented on Plate A 1, Legend.
Logs of the borings.are presented in the Appendix on Plates A2 through A 11. The
final logs represent our interpretations of the field logs and the results of the
laboratory examination and tests of field samples. The stratification lines on the logs
represent the approximate boundaries between soil types. In actuality, the transitions
may be more gradual.
In each boring, Standard Penetration Tests (SPT) were performed at selected intervals
~ in general accordance with ASTM Test Designation 0-1586. The split spoon samples
. were driven with a one hundred forty (140) pound hammer freely falling thirty (30)
inches. The number of blows required to drive the last twelve (12) inches of
penetration are called the "N-value". This value helps to ch-aracterize the site soils and
is used in our engineering analyses. Representative soil samples were placed in closed
containers and returned to our laboratory for further examination and testing.
Earth Consultants. Inc.
Coarse
Grained
Soils
More Than
50% Material
Larger Th.an
No. 20a Sieve
Size
Fine
Grained
Soils
More Than
50% Material
Smaller Than
No. 200 Sieve
Size
MAJOR DIVISIONS
Gravel
And
Gravelly
Soils
More Than
50% Coarse
Fraction
Retained On
N"o. 4 Sieve
" Sand
And
Sandy
Soils
More Than
50'10 Coarse
Fraction .
Passing No.4
Sieve
Silts
And
Clays
Silts
And
Clays
Highly Organic Soil~
Topsoil'
Clean Gravels
(little or no fines)
Gravels With
Fines ( appreciable
amount of fines)
Clean Sand
(little or no fines)
Sands With
Fines (appreciable
amount of fines)
Liquid Limit
Less Than 50
Liquid Limit
Greater Than 50
Fill
GRAPH
SYMBOL
,.:~~,:::.~>;;,:;;.,
TYPICAL DESCRIPTION
Well-Graded Gravels, Gravel-Sand
Mixtures, Little Or No Fines
Poorly - Graded Gravels. Gravel-
Sand Mixtures. Little Or No Fines
Silty Gravels, Gravel- Sand-
Silt Mixtures "
Clayey Gravels, Gravel- Sand-
Clay Mixtures
Well- Graded Sands. Gravelly
Sands, Little Or No Fines
Poorly - Graded Sands. Gravelly
Sands, Little Or No Fines
Silty Sands, Sand - Silt Mixtures
Clayey Sands. Sand - Clay Mixtures
Inorganic Silts & Very Fine Sands, Rock Flo!..r ,Silty-
Clayey Fine Sands; Clayey Silts wi Slight Plasticity
Inorganic Clays Of Low To Medium Plasticity,
Gravelly Clays, Sandy Clays, Silty" Clays, Lean
Organic Silts And Organic
Silly Clays Of Low Plas.ticity
Inorganic SiII.s, Micaceous Or Diatomaceous Fif'e
Sand Or Silty Soils
Inorganic Clays Of High
Plasticity, Fat Clays,
.~t:'~
Organic Clays Of Medium To High
Plasticity. Organic Silts
Peat," Humus. Swamp Soils
With High Organic Contents
Humus And Duff Layer
Highly Variable Constituents
The'discussion in the text of this report is necessary for a proper understanding of the nature
of the material presented i~ the attached logs.
DUAL SYMBOLS are used to indicate bor~erline soil classification. UPPER CASE LETTER SYMBOLS designate sample classifications
based upon laboratory testin,g; LOWER CASE LETTER SYMBOLS designate classifications not verified by laboratory testing.
C
qu
W
P
*
pd
LL
PI
TORVANE READING, 15f
PENETROMETER READING, tsf
MOISTLlRE, % dry weight
SAMPLER PUSHED
SAMPLE NOT RECOVERED
DRY DENSITY, Ibs. per cubic ft.
LIQUID LIMIT, %
PLASTIC INDEX
"' <~~;.t~~..~S~~.11~!:.~;;.
I 2" 0.0. SPLIT SPOON SAMPLER
n 24" 1.0. RING OR SHELBY TUBE SAMPLER
I WATER OBSERVATION WELL
s:z DEPTH OF ENCOUNTERED GROUNDWATER
DURING EXCAVATION
Y SUBSEQUENT GROUNDWATER LEVEL WI DATE
LEGEND
Proj. No. 6409
Date Dee' 93
Plate Al
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Boring Log
Project Name:
Proposed Safeway Store
Job No.: Logged by:
6409 Doug Lynne
Drilling Contractor:
Associated Drilling
Ground Surface Elevation:
:t68'
W
(%)
No.
Blows
Ft.
Sheet of
1 1
Start Date:
12/9/93
Drilling Method:
HSA
Completion Date:
12/9/93
Boring No:
B-1
Sampling Method:
SPT
.~ 0
.coO
Q.E
~>-
C)(/)
Hole Completion:
o Mon.itoring Well 0 Piezometer 0 Abandoned. sealed with bentonite
.r: .!!! rj) 0 Surface Conditions: 3 II AC over 4" CRB
0.. . Q 0.0
mLL E U)E
o ~ "::J(;;
Jtt\lJ" SM
. ':1. .t....
!11\~1 --
1 -
. "1 r -
!~:I: 2 -
-r-
... ...
...
'" '" 3 -r-
.. '"
8 2 93 .. . '"
.. ...
... .. .. -l-
...
.. '" "
.. ... ..
... .. 4
" .. .. -'-
.. . ..
'" '"
... .. --
.. '"
.. '"
.. 5 -
1/ -
. .j.
12 . 2 83 ... 6 l-
.. ...
.. l-
.. '"
.. "
.. ... 7
'" f--
'"
.. ..
'" l-
... ..
... ..
... 1 8
l-
II . 0 82
.. -l-
," 9
'" l-
,"
- .. ..
'" -I--
... ..
... ..
... ..
... '" 10 l-
..
.. ...
" ...
...
II .. .. -I-
9.4 84/10 ..
" ...
. ..
'" 11 l-
...
.. ..
...
12 -
- -
13 -
- -
14 -
-
15 -
-
16 -
-
17 -
-
18 -
-
19 -
- ----,
Brown silty SAND with gravel, very dense, wet
Boring terminated at 11.5 f~et below existing
grade. No groundwater encountered during
drilling. Boring backfilled with cuttings.
_~I;~~!~~~.
Boring-Log
PROPOSED SAFEWAY STORE
BREMERTON, WASHINGTON
Proj. No. 6409 I Own. GLS
I Date Dec' 93
Checked DSL
Date 12/15/93 I Plate A2
Subsurface conditions depicted represent our observations at the time and location 01 this exploratory hole. modified by engineering tests. analysis and judgment. They are not necessarily
~.......~...~............:...... ..., ....~,.... .;............ ......A I.........;........ \AI..... ..............,.., :-.r....nnt rtlc:n"n~ihi'itv 'I"l' Ih13 I,cn "', ;"'nr.....,.,...,,;,...... h.. ,..'........e ,..f i...f,..,........,'i,..... .........C'o.......A....... 'hie r.......
~!~ 10
: :.::
5 . 7 801.10:e: : :e:
. .... 11
.......
: :.::
.......
: :.:: 12
.......
: :.::
..... 13
: :.::
.......
: :.::
...... 14
: :.::
.......
: :.:: 15
12.2 '70 U~~
W WI1 16
uUQ
IJ UI~ 17
U~I 18
'J_l
;IUU 19
!1rl~
-~~~~~~~.
Boring Log
Project Name:
Proposed
Job No.:
Safeway Store
Logged by:
Dou L nne
6409
Drilling Contractor:
Associated Drilling
Ground Surface Elevation:
:!:76'
W
(%)
No.
Blows
Ft.
0-
.- 0
'<::.0
~~
(')U)
29.5 10
Proj. No. 6409
Own. GLS
Subsurface conditions depicted represent our observations at the time and location of this exploratory hole. modified by engineering tests. analysis and judgment. They are not necessarily
._~r~~~~'~':"~ ~I _.~_. .:___ __,., '___.:___ \"_ _____. _____. _______:1-.:1:... ,_. .1-.... .,_......, ;....n.....r",'..,'i.............. ............_ _, :_1____.:__ _., _ _._. _ -' __ .t,", '0_
Checked DSL
Sheet of
1 2
Start Date:
Completion Date:
Boring No:
B-2
12/9/93
Drilling Method:
HSA
Hole Completion:
o Monitoring Well 0 Piezometer- 0 Abandoned. sealed with bentonite
..c ~ (j) 0 Surface Conditions: 3" AC over 4" CRB
Ci . 0.. 0.0
(lJLL E (j)E
o .~ ~;;;
12/9/93
Sampling Method:
SPT
gp-
ml
FILL: Brown poorly graded GRAVEL, gray sandy
silt, medium dense, wet
2
Brick fragments
3
4
ml Brown sandy SILT, loose to mediur.l dense, wet
5
6
7
8
9
gp
Brown poorly graded GRAVEL with sand, very
dense, moist
gm
Brown silty GRAVEL with sand, very dense, wet
Boring Log
PROPOSED SAFEWAY STORE
BREMERTON, WASHINGTON
Date Dec' 93
Date 12/19/93 Plate~ A3
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Boring Log
Project Name:
Proposed
Job No.:
6409
Notes:
Safeway Store
Logged by:
Douq Lynne
Start Date:
12/9/93
Sheet
2
of
2
Completion Date:
12/9/93
Boring No:
B--2
No. ,~ 0 .r:: ~ (/)0 Surface Conditions:
W ~.D 0.......: 0- 0.0
Blows Q.E E
(%) ~>- QJLL (/)E
Ft. CJU) 0 ell ::JA --
(/) (/)
I I gm Brown silty GRAVEL with sand, very dense, wet
30.3 61 ml Gray SILT, very dense, wet
21 ~
- '-
_~~~u}~~.
Proj. No. 6409 I Own. GLS Date Dec' 93
22 -
--
23 -
--
24 -
--
25 -
31. 2 70
-
26 f-
f-
27 I--
,--
28 I--
-I--
29 I--
-I--
30 f- -
31. 4 ~2/10"
-f-
31 -
32 -
-
33 -:-
-
34 -
---:=
35 -
----
36 I--
--
37 -
-I--
38 I---
I--
39 I---
I--
Sand seam
Boring terminated at 31.5 feet below existing
grade. No groundwater encountered during
drilling. Boring backfilled with bentonite,and
currings. -
Boring Log
PROPOSED SAFEWAY STORE
BREMERTON, WASHINGTON
Subsurface conditions depicted represent our observations allhe lime and location of this exploratory hole, modified by engineering tests. analysis and judgment. They are not necessarily
........._~__._.:..... _, ............ .:............ __,J '___,:......_ 101_ __.......... _,............, ,.....<':',..,..,..c-;...;lih, ,,..,. ....,.., "........., :........_._.....:...... 1..,. ..........._ _, :...,_.__.:__ _.____._.... __ ....:... '......
Checked DSL
Date 12/15/93 I Plate A4
\\{-)~ 12 f-- sp
.......... f--
}(~: 13 f--
.- f--
........
......
~~~~::::..: 14 f--
..::. .. f--
'.'
m.rli 15 f-
-f-
10 . 5 78
16 f-
-f-
...:.:........ 17 f--
~fH:t -f--
.. .. .....: 18 -
.....
...... - -
.... ..
......
:.:::~ ~ f :. 19 -
.::: :;; - -
:.::..:::
Boring Log
.
Project Name:
Proposed
Job No.:
6409
Safeway Store
Logged by:
Doug Lynne
Drilling Contractor:
Associated Drilling
Ground Surface Elevation:
:t70'
W
(%)
No.
Blows
Ft.
31. 4
12
.
25.3
.
Start Date:
12/9/93
Drilling Method:
HSA
Hole Completion: :
D Monitoring Well D Piezometer
..c ~ (f) 0 Surface Conditions: 3 "
Ci . Q. 0 ..0 --
QJLL E (f) E
o U'5 -::J if;
0-
.- 0
.re.o
Q.E
~>.
0CIJ
tr;J
~3:1:~:
.:- .l.}:
I . .1. ~
~ll:r
li1iil
elk:
l. .t....~.
nlf
E.Tr.
~::IJ
t:l:lJ
~.~
I
I
8
--
1-
--
2-
--
3 e--
-f-
4
-f--
5 f-
f-
6 f-
f-
7 f--
f--
8 f--
f--
9 f--
f--
10 f-
I-
11 I-
Sheet of
1 2
Completion Date:
12/9/93
Boring No:
B-3
Sampling Method:
SPT
o Abandoned, sealed with bentonite
AC voer 4" CRB
ml-
Brown sandy SILT/silty SAND, medium dense, wet
sm
ML
Brown sandy SILT, medium dense, wet
:;~; ,:.
-Becomes saturated
Brown, poorly graded SAND, very dense, wet to
moist
-some gravel
_~~~u}~~~.
Boring Log
PROPOSED SAFEWAY STORE
BREMERTON, WASHINGTON
Proj. No. 6409 1 Own. GLS
1 Date Dee I 93
Checked DSL
Date 12/15/931 Plate A5
J
Subsurface conditions depicted represent our observations atlhe time and location 01 this exploratory hole, modilied by engineering lests, analysis and judgment. They are not necessarily
.~__.__..._.' ... ""'0"'___ __-JI___.:.~_ 'Of_ _____. __~n_..____~_.L..,.. .__...._....__,:~.,.....~..,........:~..I-.,,_.I-.___ ~I'.." .
.
.'.<.'1;
:\, ~
.
t
.
J
J
Boring Log
Project Name:
Proposed Safeway Store
Job No.: Logged by:
6409 Doug Lynne
Notes:
W
(%)
No.
Blows
Ft.
.~ 0
.r:.o
Q.E
~>-
<.'JU)
15.2
75. \hm
~~?~m
.......
......
.. ....
J{fJ}l~
~n~/J
60/6" ..";:...:.:.
';::Y:::.:
'. .....
::.::.::.~.:
12.8
Start Date:
12/9/93
.c ~
li'n..
mLL E
o co
Cf)
Cf)0
0.0
Cf)E
:J>'
Cf)
,.- sp
21 f-
~
22 -
-
23 -
-
24 -
.-
25_I
26 -
27 -
--
28 -
--
29 -
--
,30 -
--
31 -
--
32 -
--
33 -
- --'--
34 -
.- --
35 -
-
36 -
-
37 f--
f--
38 I--
f--
39 I--
f--
Sheet of
2 2
Completion Date:
12/9/93
Boring No:
B-3
Surface Conditions:
-
Brown poorly graded SAND,-very dense, wet
Boring terminated at 26.5 feet below existing
grade. No groundwater encountered during
drilling. Boring backfilled with bentonite
and cuttings.
_~t;~~:~~~.
Boring Log
PROPOSED SAFEWAY STORE
BREMERTON, WASHINGTON
Proj. No. 6409 I Own. GLS
Date Dec '93
Subsurface conditions depicted represent our observations at the time and location of this exploratory hole. modified by engineering lests. analysis and judgment. They are not necessarily
~...._.....,............;..... ...1 _.'"'....~ .;........... __~ 1........_.:...__ OA,_ ___....0 ...,............... .,....,............ihllih' f,.,r ''''0 <'("0"" :......................:..._ k.. _.l-....._ _, :_'_._~.:__ _.~___._~ __ .....;~ ,~_
Checked DSL
Date 12/15/93 I Plate A6
Boring Log
.
Project Name:
Proposed
Job No.:
6409
Safeway Store
Logged by:
Doug Lynne
Drilling Contractor:
Associated Drilling
Ground Surface Elevation:
:!:65'
No. o-
W .- 0
..c.o
(%) Blows o..E
Ft. ~>-
~(f)
. . ::~"'"
l: .::,
:+':.',
(r"
.{ .~~~'
r ...
. ....
. :1::'
t: ::'.:.:
. ... .o..
. .......
. ......
:': ~?~~
"',. ..
.. :: :.:.:..
.-:...
: .:::::..
........
.. ~ ~:::::'
- ..
- ..
.. : ~ :::.:
..
..
.. .....'
.. .,.... ..
.. .....
.. ......
3 7 40 .. .....
, :.:..~
.. ..
,:
.. ..
. ,:
.. ..
:,:
:. ..
:,:
:. ..
:.:
- :. ..
:.:
:. ..
:.:
8 70 Is" :. ..
, 0 :.:
. ..
:.:
. ..
:.:
. ..
:.:
. ..
- :.:
9 , 4 80 . ..
:.:
. ..
:.:
. ..
. '..
.'.
851:1.1' ... .
7 . 9 .'.
. ....
.'.
,: .
.. ..
.'
.. '.
.. .
.. . :.
.. ,
:. . :.
.. .
.. . :.
. .....
. :.' :.
.. .
:. ' :.
Sheet of
1 2
Start Date:
12/9/93
Drilling Method:
Completion Date:
12/9/93
Boring No:
8-4
Sampling Method:
HSA SPT
Hole Completion: -
o Monitoring Well: D Piezometer D Abandoned, sealed with bentonite
..c ~ (f) 0 Surface Conditions: 3" AC over 4" CRB
a. . a. 0.0
(l)Li:E (f)E
o ~ :::J(f;
-- sp-
1- sm
--
2-
--
3 -
-
4 -
--
5 -
-
6
- gp
7 -
-
8 c--
f---
9 c--
f---
lOH
11
-~
12 -
13-1
14 -
-
15 1
16
-
17 -
-
18 -
-
19 -
--
Brown silty SAND, dense, moist (possible fill)
Brown poorly graded GRAVEL, very dense, wet to
-.
moist
_~~~U}~!!2~'
Boring Log
PROPOSED SAFEWAY STORE
BREMERTON, WASHINGTON
Proj. No. 6409 I Own, GLS
Date Dec I 93
Date 12/15/93 I Plate A7
J
Subsurface conditions depicted represent our observations al the time and location of this exploratory hole. modified by engineenng tests. analysis and judgment. They are not necessarily
,."no'n"n,....,t;.,,.,..f .......1"1. .j........ ..,.....4 I"........;....... '''/n ............... "'......1"'1.... ~,.................;hilih' ,"'. Ih~ "o::p nf i",P,...,,.p':'1.i........ 1-... ....~...~......I :..1..._...:-... "'_~_"'_" _... ....:_ '__
Checked DSL
.
;;i
.
'.
J
J
.-
Boring Log
Project Name:
Proposed
Job No.:
6409
Notes:
Safeway Store
Logged by:
Doug Lynne
Start Date:
12/9/93
Sheet
2
of
2
22 -
-
--
23 -
--
24 -
--
25 -
-
26 -
- --
27 -
-
28 -
'--
29 i--
i--
30 c---
i--
31 f--
i--
32 f--
-i--
33 f--
-i--
34 i--
- -f--
35 i--
-i--
36 i--
-i--
37 i--
--
38 -
--
39 -
--
Proj. No. 6409 1 Own. GLS
Completion Date:
12/9/93
Boring No:
8-4
No. .~ 0 .c Gl (/)0 Surface Conditions:
W '<::.0 A....; Q. 0.0
Blows Q.E E
(%) ~>, Glll.. (/)E
Ft. 0 ro :::>>- n
(?Ul (/) (/)
8.0 'JL/9" It: : It: 21-1 gp Brown poorly graded GRAVEL with sand,. very
. ." 0'.00
It: : It: dense, wet
00. ..
.0: :e:
Boring terminated ~t 21.5 feet below existing
grade. No groundwater encountred during
drilling. Boring backfilled with bentonite and
.cuttings.
;.
_~~~~.l~~~.
Boring log
PROPOSED SAFEWAY STORE
BREMERTON, WASHINGTON
Date 12/15/931 Plate A8
I Date Dec' 93
Checked DSL
Subsurface conditfons depicted represent our observations althe time and location of this exploratory hole. modifi~ br engineering tests. analysis and judgment. They are not necessarily
Boring Log
.
Project Name: Sheet of
Proposed Safeway Store 1 1
Job No.: Logged by: Start Date: Completion Date: Boring No: 8-5
6409 Douq Lynne 12/9/93 12/9/93
Drilling Contractor: Drilling Method: Sampling Method:
Associated Drilling HSA SPT
Ground Surface Elevation: Hole. Completion:
- o Monitoring Well .0 Piezometer o Abandoned, sealed with bentonite
:t58'
No. <.)- ..c al (f)O Surface Conditions: Grass
W .- 0 0..
.eoO Ci~ 0.0
Blows D.~ E
(%) roC alLL (f)E
Ft. ~>- 0 CIl ::)>-
(ClU) (f) (f) -
:if": I SAND/sandy
:i:J ~ m1- Brown silty SILT, loose, wet
till 1 - sm
lfi: --
.. .,. ~
Hit 2 - -
::11 -
-
~I 3 -:-
- - -
4 -
. .....
ii{[flf: 5 -:~ sp Brown poorly graded SAND, medium dense, moist
- -f-- to wet
9.7 15 6
....... -f-
......... ..
......
.. .... -~ -
MW 7 -
....o.. .. Brown poorly graded GRAVEL with sand,
0".00 81- gp very
6.8 71 :e: : :e: dense, moist to wet
00.00
0.' ". f-
~
..o. o.o. 9 -
- ~~//~, sp Brown poorly graded SAND, dense, wet
-f--
..:....::.:.: 10 f-
.;:'::::=
13.0 60 ~ poorly graded with
:.:::.: 11 gp Brown GRAVEL sand, very -
00.00 dense, wet
:.: : :.: - - -
'"." ,
:.:::.: 12 -
0".00
:.:::.: -
0".0 " 13 - -
:.: : :.:
..... -
:.: : :.:
'0.00 14 -
:.: : :.: -
0".00 --
:.: : :.: 15 -
"0.0 "
:.: : :.: - '-
9.4 71 '0." "
:.: : :.: 16 f-
00.00
17 - Boring terminated at 16.5 feet below existing
grade. No groundwater encountered during
--
18 drilling. Boring backfilled with cuttings.
-
f--
19 f--
f--
--
-~~~~~~.? Boring Log
PROPOSED SAFEWAY STORE
BREMERTON, HASHINGTON
Proj. No. 6409 I Own. GLS Date Dec ' 93 Checked DSL Date 12/15/93 I Plate A9
,:~~\
.
.
J
Subsurface conditions depicted represent our observations al the time and location of this exploratory hole. modified bv enoinep.rino tp~r~. ::m~lv~i~ ;1nrl illrlnmpn1 Thev ~ro not np,..pc:c:~rilv
.
;:\1
.
J
-
J
J
Boring Log
Project Name:
Proposed
Job No.:
Safeway Store
Logged by:
6409 Doug Lynne
Drillirig Contractor:
Associated Drilling
Ground Surface Elevation:
:t59'
W
(%)
No.
Blows
Ft.
29.6 4
4.2
10.9
9.4
. ....
:a::.:
. ....
85/ :.:::.:
la' : :~..
.......
.....
:. : :.:
.....
-'I~i
57'::::
(::::.=
l ....
I'. x:::
.. .~..:/.
..'
. :J~(
82 ... ':.:-:
... ::::
:: ...::
.. .
~, .
'"
:: ~:::::
::~~.
.::":
......
... :::
/t
~ ~ :.:.:.:
.. ....
:: .~ :....
.. ....
55/6' :~~ :.::.
:: ...
-.. '...
Sheet of
1 1
u-
,- 0
.c.o
Q.E
~>.
CJCI)
Start Date:
12/9/93
Drilling Method:
HSA
Hole Completion:
D Monitoring Well D Piezometer
.c ~ if) 0 Surface Conditions: Grass
0.. . Q. 0.0
CDLL E if)E
o ~ ~(;;
D Abandoned, sealed with bentonite
Completion Date:
12/9/93
Boring No:
8-6
Sampling Method:
SPT
-~
1~
sm
Brown silty SAND with gravel, very loose, wet
(possible fill)
f---
2~
f-
3~
f-
4
~
gp
Brown poorly graded GRAVEL; with sand, very
dense, moist to wet -cc
:tE
-
7
'-
sp-
sm
Light brown poorly graded SAND with silt, very
dense, wet
81-
I-
9'-
-~
10 f-
-f-
11 ~
-
12 -
--
13 -
--
14 -
--
15 '-
--
16 -
17 I--
-I--
18 -
Boring terminated at 16.5 feet below existing
grade. No groundwater encountered during
drilling. Boring backfilled with cuttings.
--
19 -
--
-~~~!~~~.
Boring Log
PROPOSED SAFEWAY STORE
BREMERTON, WASHINGTON
Proj. No. 6409 I Own. GLS
-, Date Dec '93
Checked DSL
Date 12/15/93 I Plate A10
....,....-.,-'---.~_......._.....__,___~ .__~___. ._1...." .,"___ ........... .._...__.'~__......:__.._...,_._~.....,..I..... __........JI.
HSA SPT
Hole Completion:
o Monitoring Well 0 Piezometer 0 Abandoned, sealed with bentonite
.c ~ U) 0 Surface Conditions: 3" AC over 4" CRB
a.. . 0.. 0.0
(lJLL E U)E .
o ~ -:::J(f;
Boring Log
Project Name:
Proposed
Job No.:
6409
Drilling Contractor:
Associated Drilling
Ground Surface Elevation:
Safeway Store
Logged by:
Doug Lynne
154'
W
(%)
No.
Blows
Ft.
u-
.- 0
.r::.o
g-E
~ >-
<:)UJ
5.1
~~}\
.:::: :..;
;m~{
~:\'::'::':::.::
39 ~}~JX~~
.::: : ::
.......
~.....:..:.:~.
ill
~::~
85 . ....
~: : :e:
. ....
~::~
. ....
~:~
.....
~:~
. ....
~:~
. ....
.......
:-:.: :
~::-:
.....
~:~
" . .e..
.......
80/10 : :.::
:-:::-:
. ....
.....
7.7
.
8.5
.
Start Date:
12/9/93
Drilling Method:
--
-- .sp
1 -
--
2-
-
---
3 -f-
--f- 0
4 -'- ;
-
:d= gp
I--
7 I--
-I---
8 -
--
-9 -
--
10 I
11
12 -
-
13 -
--
14 -
--
15 -
--
16 -
-
17 -
I--
18 I---
I---
19 I---
. -
-I--
Sheet
1
of
1
Completion Date:
12/9/93
Boring No:
B-7
Sampling Method:
Brown poorly graded SAND with gravel, dense,
wet
Brown poorly graded GRAVEL with sand, very
dense, .wet
Boring terminated at 11.5 feet .below existing
grade. No groundwater encountered during
drilling. Boring backfilled with cuttings.
_~~~~u}~~~..
Boring Log
PROPOSED 5AFEWAY STORE
BREMERTON, WASHINGTON
Date 12/15/93 I Plate All
!
J
Proj. No. 6409 IDwn. GLS
Date Dee' 93
J__" _. _ -I _. _. __. _. _ _ _.... _ . _ _.,__. _. ......" "_ _ __--' ....__.:...... _# .~;... ,..,.....1................, h....l.... ............;.:,..... ..... __ _'_ _ _.'._ _' ..
Checked DSL
PERCENT COARSER BY WEIGHT
o
LOO'
o
~
o
M
o
"'"
o
<0
o
'"
o
"
o
<Xl
o
lD
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.:j
-
I
/ 1/
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,;'
1,1
~ /
V /1,1
-
~
,;'
~
'"
~
k*
,
~ l(
L
L
L
L
(/) zoo'
(/)
~ roo'
<{ ~ 1700'
z~
<{ ~ 900'
ffi ~ 800'
l- Ul W'
WZ
:2:<r
00:
c:r: <.? ZO'
o
>-
:::c
EO'
170'
90'
OOl
o
0:
<l:
o
Z
<l:
I-
Ul
vj 09
:J Os
:r
u
z
OOL
08
017
or
]
0:
w
0.. Ol
:r
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~
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(/)0
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>-~
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<{:J
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<{
w
>
w w 9/S
(i5:r
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Z
9/g
PiS
OL
-8
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PI
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z Ph
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o
u..
o
Z
w r
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Ul 17
9
l
o
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o
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o
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o
<Xl
o
"
o
<0
PERCENT FINER BY WEIGHT
J
- ,~.~~,~":.~?,:~!!~"~:,,,~.?,:,~,
GRAIN SIZE ANALYSES
PROPOSED SAFEWAY STORE
BREMERTON, WASHINGTON
J:
Date Dee' 93
Checked DSL
Proj. No. 6409
Drwn, GSL
...J
a..
...J
...J
Q,)~
...-
::I.. ('oJ
.; ~ rl
0" ('oJ
~ g rl lJ1
U
CI)
w
2
u.
o
o
LOO'
ZOO'
EOO'
1700'
900'
SOO'
LO'
ZOO
EO'
VO'
90'
SO'
.t' 2
0
CI) I-
0: w a..
Z'~' ~ 0:
w u.. U
E'~ CI)
W
...J 0
17'=
~ 0
9'2 Z
~<l:
S'w :JCIl
L N 0
CI) w
2 ~
<(
Z 0: w
~ CIl
0:
E <l:
0
V U
9 CI)
S w U
Z CI)
OL u: ::::l
.J
w J:
> I-
<l: 0......
Ol 0: w-
wCl 0
OE CIl ... ci
0:
017 <l: 02
0 "'..
U C'-
._ a..
09 .....
o '"
coa.l
OS I-
OOL CI)
w
...J >-
co W
co ~
OOZ 0
U
OOE
o
Date12/15/93
rl
Q)
:>
rU
H
tJ1
..c:
rl +J
Q) ...-1
:> :3
rU
H Cl
tJ1 Z
~
..c: U1
+J
'...-1 "d
:3 Q)
"d
Cl rU
Z H
~ tJ'l
U1
:>,
:>, rl
+J H
rl 0
...-1 0
Ul 0,
...c ~
:3 :3
0 0
H H
i1l i1l
::s p.,
U1 U1
lJ1
lJ1
('oJ
rl
I
i1l
r-
I
i1l
o
I
I
I
<J
Plate Bl
. '.
100
20
..-
I .-
--.
-
.
./ /
-.
~ / -
/- A-Line
. ./
/
I
@ V I
/
/ V 0K@
7' .
CL - ML /' ~
lA . I -
~ s:; :":
-
80
x 60
w
o
~
>-
.....
(3
i= 40
Cf)
<t
-l
0..
.
o
20
- 40
LIQUID LIMIT
60
80
100
Boring/ Depth uses L.L. Natural
Key Soil Classification p.L. -P.1. Water
Test Pit (tt.) - Content
-
. B-2 25 Gray S-ILT ML 41 32 9 31.2
A B-3 10 Brown sandy SILT ML 23 22 1
25.3
.
.
_~~~I!~~.s'
_ Atterberg Limits Test Data
PROPOSED SAFEWAY STORE
BREMERTON, WASHINGTON
Proj. No. 6409 Date Dee' 93
Plate B2
J
.~ ~ E MER TON
B U I L DIN G
D E PAR T MEN T
~ DEMOLITION
PER M I T
A P P LIe A T ION
----------------.-----------------------------------------------------
---------------------------------------------------------------------
Application Date
Issue Date
Assessor Acct #
Site Lpcation
Owner - Last Name
- Street
- City
-'Phone
Tenant's Name
Agent's Name
Architect's Name
[ ] Building
l ]. Mechanical
[,J PI umbing
C'ontractor
Street
City
Phone
Representative
State License #
City Licel!se #
Nature of Work:
0'7/19/1994
07/25/1994
3735-023-001-00--
938 CALLOWc
SAFEWAY INC.
1000 124TH AVE NE
BELLEVUE,
(206)
Application Number 94AP07794
Permit Number 15633
Project Group
"
First MI
SUITE 201
state WA Zip 98009-0947
PAUL TURMALA259-3161.
Phone(206)
Phone(206)
[ ] Grading [. I Sign
[ ] Move Building ,[ ] Burning
[ ] Mobile Home [,] Land Clear
[ ] Paving
[ ] Underground
[X] Demolition
CUSTOM G T M
17227 S E 228TH
KENT
.( 206) 413-1488
LARRY WILSON
CUSTOGT088QL
State ~A ,Zip 98042
Expiration Date 10/27/1994
Expiration Date
,~,~ -
-,f'
,.
, '
Demolition of old Safeway Store.
--~,- -.,. -- - - ~ - - - - ~ -'- - ":" -- - - -- - ~ - - - - - - - -.- - - - - - - - - - - - -,-..;";' - - - - -..; - ~:j- -... ---
Sewer Cap Permi t Number NIA ,,(Mv ~SkP-'/' .
Issue Date . J '
SEPA Review O~
Demolition Footage 25000
Council District 8
Census Track
Status Code 8
---------------------------------~-------------------------------~---
CUSTOM GT~.~
~A~~
@~~ (ff?
~1
~
. . :\"'? ~~.\
;f
.
18407 ~enton-Maple Valley High'Nay
Mapl-; Valley, Washington 98038
(206) <113-148[~,
F.A)', ~;!06} 413-148C.!
- -;- ~~-~~;;':"
ilr";'" 'rIT""'~""'''''!''''!!'''''''''''''"'''''''W.!''';;:!~~;:'"~~''':;'::~~':~~';:~~;:'~'~4',\"'~..~,,! ",,,,,,, ""'","""4&4@;;:"',i
;,~\:), I',l:.,.';,];,', DEPARTMENT OF lABOR AND INDUSTRIES ,~!".:~.',.
',,' THiS CERTIFIES THAT THE PERSON NAMED HEREOt'J IS REGISTERED AS PROVIDED BY LAW AS A ,-
\~f :,..11 H
\~\ CD i II~j', fj
!i\fl:[~ it~:cot.!ST Cotn SPEC IAI_TY au BJ :H
~!,:I((, ,~:! REGISTRAflON NUMBER------ -EXP,RAlION um 'l iti!
iHiL i~l; BW3J CUSTOGT088GL 1 0/27/94 :[~:
',}il- - i~il' FFE:CTIVe: DATE 11/13/92 SlATE OF WASHINGTON :~::
'll CU Ij1 I~i:'
:~_~l, !~:.!; i~;.
:~:~ 2. 7 :~;CVSTQI"i G T 11 ,~;;
'.\:~:i . ~ i~l: 1 7227 5 E 2'28TH :~~
!li' K ~ li~iKEN r WA 98042 ifJ
1[:1' ',1::1'1.1
~ ~ ~l
il:~\ .._. ff,~!
:0;~~c~ !Eb~::;.:.,:~,~~:. ~::,';;':::;-:~,~;:::l.:;.~;..~;:~~g,{,:;C;,:,~7<::~,,?~' ~;:i:';!;s:i~~-:~::'8.~~;:?::,:.~::,;: ~:;':;;;-'" .
~ ').:.' ,
..' ......~ .,,~. ..
'_.~" -~ '.~ ..-~'~' '--
.:['rA,~H TO O:"PLAY CERTIFICI'TE_.1
-----------
If/I ' i36-YJn~;/~
C,-+y ()~ ~--e/lon f ~. ~ "?~
/l~;J-/nL d- Y'-/;IIjJcJ') /9;/
DEMOLITION. BIN RENTALS III ESTATE CLEAN UP CJ LAND CLEARING · TRA.8H REMOVAL ~ BRUSH & STUMPS
---------
B R 3 MER TON
B :.; I L D -; ~ G
~ ~ EAR T M E ~ r
~ E ~ 0 L : ~ ~ 0 N
.? E R !'. ~ '}'
A P P ~ :;: C A ~ I 0 ~
----------------------------------.-------.-----------------------------
---------------------------------------------------------------------
App:icat~oil Date 07/19/1994
:Lssue :Ja-:.c
Assessor Acct # 3735-023-CC:-CC~-
App:~catio~ Kum~er 94APC7794
i?ermi';: ~\;umber
Project GrolLp
Sit.e :"uca.t:.o~;.
;)38 CAI..LC:J
- street
- C:.ty
- ?:1one
Tenant v s I..;ame
A~ent: s ~\iame
Arcnitect's Warne
~ J 3uildL1g
L J Nech&r:i.cal
.. J Plt:;.mbing
:000 124T~:': AVE
;:. i r s t
~\j"Z SG:TZ 201
state WA
iVi "'i"
.... ...
Owner - Last Name SAFEWA~ INC.
BELLEVDE,
(20:5)
Zip 98009-0S47
:fA::" T:;R~~ALA
259-316:
P1,.. (~OC,
uor.e L ;:>)
-:> i> O'~ <::. ( 2 ,'"\ r,; )
......... .&.oI.C \ Vv
;. ~ Grading ., 8::' ~.ir.. ., ~:>avi~g
L J .. J L .J
[ - Nove BlLi:c.ing - Burning - - 'C"no.ergro\;.nc.
J L .J L j
~ MobJ..~2 :':ome , ., Land Clear :X~ - -/ . <- .
.. .J L J ";2mo...l...::.on
~or:r ~il: b2 completa~ by ownar.
Nature of vJork:
Demo:ition of olQ Safeway S~or2.
Sewer Cap Perm:'; ~:-c.w3JE:r
Issue Date
SE:;':'A Rev:ew
~emolition 7ootag2
Cou.:u.cii Distr::'ct
C2n3:.lS Track
status COQG
NIPr
25000
8
8
Approved By:
-----------------------------------------------------------------------
---------------------------------------------------------------------
loti
. llq.
.~ REM E R TOO N
B U I L DIN G
D E PAR T MEN T
;
RECEIPT #087526
* This Is Not A Permit *
Jul 25, 1994
Permit Fees Amount Paid Plan Check Fees Amount Paid
-------------------,----
-----------------------
$ .00
62-345.8300
$
.00
Demolition
62-322.1001
$ 750.00
$ 750.00
Other Fees
Zoning Fees
Gen Payment
Other Fees ,-
Energy Charge
state sIC
643-237.13
Total Fees $
Amount Paid $
Prior Payment $
$
$
4.50
.00
$
4.50
---------
---------
754.50
754,50
.00
---------
---------
Balance Due
$
.00
-----------------------
-----------------------
$ 750.00
$ 750.00
Received From:
Custom GTM
#8982
On 07/25/1994
For #94AP07794
!\,
,s" REM ER TON
B U 1 L DIN G
D E P h R T MEN T
.;
RECEIPT if: 087526
.
* This Is Not A Permit *
Jul 25, 1994
Permit Fees Amount Paid Plan Check Fees Amount Paid
-------~---------------
----------------~------
$ .00
62-345.8300
$
.00
Demolit.ion
62-322.1001
$ 750.00
$ 750,00
other Fees
Zoning Fees
Gan Payment
Other Fees
Energy Charge
state sic
643'-237.13
Total Fees $
Amount Paid $
Pri or PayulEmt $
$
$
4.50
.00
$
4.50
_. -- .... - - - - - .....
...--.-------
754.50
754,50
.00
....-.....-.--..........-
--......---.........-
Bal ane€! Due
$
.00
-------~---------------
-----------------------
~,
.;I
750.00
$
750.00
Received From:
Cus t om GTM.
#8982
On 07/25/1994
For #941\P07794
B U I L DIN G
D E PAR T MEN T
B REM ER TON
"
D E MOL I T ION
PER M I T
A P P L I CAT ION
---------------------------------------------------------------------
---------------------------------------------------------------------
Application Date
Issue Date
Assessor Acct #'
Si te Loc,ation
Owner - Last Name
\ - street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[ ] Building
[ ] Mechanical
[ ] Plumbing
07/19/i994
3735-023-001-00--
938 CALLOW
SAFEWAY INC.
1000 124TH AVE NE
BELLEVUE,
(206)
Application Number 94AP07794
Permit Number
Project Group
First MI
SUITE. 201
state WA Zip 98009-0947
PAUL TURMALA 259-3161
Phone(206)
Phone(206)
[ ] Grading
[ ] Move Building
[ ] Mobile Home
, [ ]
[ ]
[ ]
Sign
Burning
Land Clear
[ ] Paving
[ ] Underground
[X] Demolition
--------------------~-------------------------------------~----------
Work will be completed by owner.
Nature of Work:
perno I i tion of old Safeway St,ore.
- - - - - - - - - ~ - - - - ;;;;~ -;;~ ::::::: - ::::: - - - - ~ I;' - ~ ~ - - - --
SEPA Review
Demolition Footage 25000
Council District 8
Census Track
Status Code 8
---------------------------------------------------------------------
Approved By:
===.===============================================.===================
<;:
.~
"
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B ~'E k E R TON
'"
D E MOL I TI 0 N ',"
PER M I T
B U I L DIN G
D E PAR T MEN T
A P P L I CAT ION
============~=~========================================:=::==::;=::::
Application Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- Street
- City
- Phone
Tenant's Name
Agent's Name
ArchitectVs Name
[ ] Building
[ ) Mechanical
[ ] Plumbing
0.7/19/1994
3735-023-001-00--
938 CALLOW
SAFEWAY INC.
1000 124TH AVE NE
BELLEVUE,
(206)
Application Number 94AP07794
Permit Number
Project Group
First MI
SUITl1: 201
State WA Zip 98009-0947
PAUL TURMALA 259-3161
[ ] Grading
[ ] Move Building
[ ] t40bi I e Home
Work will be completed by owner.
Nature of Work:
Demolition of old Safeway store.
Approved By:
Sewer Cap Permit Number
Issue Date
SEPA Review
Demolition Footage
Council District
Census Track
status Code
Phone(206)
Phone(206)
[ ] Sign
[ ] Burning
[ ] Land Clear
N/Pr
25000
8
[ ] Paving
[ ]" Underground
[X] Demolition
~jG
~.
8
-------------------------------------------------------~-------------
---------------------------------------------------------------------
~
:::::;:::. = =:;::: :;,..~= ;.:"::== .:;.: ==::::::::;: = = ==::: :;;~:::::::;:;:= :;=::.?=:;:;: ==:: :":: == == = ==:::::: == == =:: == ~::::;.:::::::;;:;::::::::::::.;
Application Date
Issue Date
Assessor Acct :II:
Site Location
Owner - Last Name
- street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[ ) Building
[ ] Mechanical
[ ] Plumbing
r- '
07/19/1994
3735-023-001-00--
938 CALLOW
SAFEWAY INC.
1000 124TH AVE NE
BELLEVUE,
(206)
PAUL TURMALA 259-3161
[ ] Grading
[ ] Move Building
[ 1 Mobile Home
Application Number 94AP07794
Pelomi t Number
Project Group
First MI
SUITE 201
state WA Zip 98009-0947
Phone(206)
Phone(206)
[ ] Sign
( ] Burning
[ ] Land Clear
[ ] Paving
[ ] Underground
[xl Demolition
--~------------~-----~---~----~---~----------~----------------.-------
Work will be completed by owner.
Nature of Work:
Demolition of old Safeway store.
--~"
" ~
t" ./ l'l;: ---
/)1:\ I )f'l-v C,
},VU \.- <",0-
------------------------------------_._----------~-------~------------
Sewer Cap Permit Number
Issue Date
SEPA Review
Demolition Footage
Council District
Census Track
status Code
Approved By:
IV/Pr
25000
8
8
==;=======:==========================:========~======================
.!
.. .
..
~
~
.'
B R EM ER TON
BU I L DIN G
D E PAR T ~ E N T
PER M I T
A P P L I CAT ION
---------------------------------------------------------------------
---------------------------------------------------------------------
Application Date 01/25/1994
Issue Date
Assessor Acct #
Site Location 938 CALLOW AVENUE
Owner - Last Name SAFEWAY INC.
- Street (000 124TH AVENUE
- City BELLEVUE
- Phone (206)
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[ ] Mechanical
[ ] Plumbing
Application Number 94AP07290
Permit Number
Project Group
First
NE SUITE 201
State WA
MI
1
Zip 98009-0947
PAU'L. 'rURMALA 259-3161
DYKEMAN ARCHITECTS
[ ] Grading
[ ] Move Building
[ ] Mobile Home
Phone(206)
Phone(206)
[ ]
[ ]
[ ]
Sign
Burning
Land Clear
[ ]
[ ]
[ ]
Paving
Underground
Demolition
Building Contractor:
Work will be completed by owner.
Nature of Work:
Demolish several existing buildings~ including the
existing Safeway store to construct new full
service 46/452 square foot Safeway store.
Building Valuation
$2400000.00
Council District 7 Census Tract
Construction Sq Feet Inspections
Type Required
Residence [ ] Zoning Foundation [X]
Business [X] Type Framing [X]
Other [ ] Insulation [X]
New [X] Plumbing [X]
Repair [ ] Status Mechanical [X]
Remodel [ ] Code Wallboard [X]
Addition [ ] 10 Final [X]
I
~*
~
~
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D E PAR T MEN T
Feb 02, 1994
Building .,
62-322:1001 ,
Permit Fees Amount Paid
$6339.50
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;=~,=~==='===~============
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.00
Plan Check Fees Amount Paid
$ 4120.68 $ 4120.68
. '. ,
-----------------------.
-----------~-----------
$ 4120.68
'62-345.8300
Gen Payment
Other Fees
Energy Charge
state sIC
643-237.13,
Total Fees
Amount Paid
Prior' Payment
Balaq.ce Due
On, 02/02/1!394
For #94AP07290
$ 4120.68
$ , .00
, $ 4.50
--------_.
---------
$10464'.68
$ 4120. 68 ,
$ . 0 o~
---------
---------.--
':""
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, '''~~,;,;.,';R,ecei VE!~ From: 0,
_ Safeway, Inc. 986-0280003,
$ 6344.00
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* This Is Not A Permit *
D E PAR T M R N T
Building
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Permit Fees Amount Paid
$ 6.339.50
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Zoning l"I'::eD
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pI an (~heck Fp@:1 Amonnt Paid
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Gen Payment-
at.het' Fees
gne.Ct;lY ChnrgE"
Stat.e SiC,
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'l'f)I::a I FP.AS
Amount p.d rl
Prior Payment
$ 41.7.0.(-j8
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~t;
4. !1n
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Gateway to the Olympics and Home of the Puget Sound Naval Shipyard
BUILDING DEPARTMENT
January 25, 1994
Safeway, Inc,
1000 - 124th Avenue NE Suite 201
Bellevue, W A 98009-0947
ATTN: Mitchell Johnson
re: Safeway Store, 938 N. Callow Avenue, Bremerton
Mr. Johnson:
The permit fees for the proposed 46,452 square foot Safeway store located at 938 N.
Callow Avenue in Bremerton are as follows:
$6,339.50
$ 4,120.68
$ 4.50
$10,464.68
Permit Fee
Plan Check Fee
State Surcharge
Total
Plumbing and mechanical fees are not included in this total.
The amount of the plan check fee must be submitted before the permit application is
considered vested and the plan review performed. Please submit $4,120.68 at your
earliest convenience.
Sincerely,
J~~~~~
Janet K. Lunceford
Bldg. & Dev. Specialist
cc:file
239 4TH STREET . BREMERTON, WASHINGTON 98310 . (206) 478-5311
An Equal Opportunity Emplayer
REMITTANCE ADVICE FROM SAFEWAY INC.
ASSET MANAGEMENT ACCOUNTING, CORPORATE ACCOUNTING DEPT., OAKLAND, CA 94660
DRAFT NUMBER:
DRAFT DATE:
DRAFT AMOUNT:
986-0680014
03/09/1994
****$6,601.48*
~---"
Job 131 N100402 Invoice date: 03/08/1994 Invoice number: 27-1467-01
,
ContrActor number: 101540 Contract ID: 0000000
Division: 27 Facility: 1467 Sub-Facility: 00 Job number: 00001
Description:
$6,344.00 - Building Pennit
$ 257.48 - Fire Dept. Fee
Net amount:
$6,601.48
RECEIVED
MAR 1 4 \994
CONSTRUCTION
....
MEMBERS AMERICAN INSTITUTE OF ARCHITECTS
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THE DYKEMAN
ARCHITECTS
\"~,.' 'I:A r~ ~ \J ~ '\\;\J" ~\
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I\k'\"
BREMER10N t:'"
BUllO\NG DEPf\RTM.J~ I
TRANSMITTAL RECORD
Project Number: Cf2075
~O: CITY CF ~~n:N
(bMMUNI7Y ~RfAeAIT
T
-
Date:
Project:
/6~~+
~ /467
ATTENTION: f;cNN18 f::;e;111$
Re:
WE ARE SENDING YOU: ;6 Attached o Under Separate Cover VIA: N/lrJL-
FOR YOUR: o Information/Use o As Requested o Other
OUR ACTION: o No exceptions taken o Reviewed/Note markings
o Returned for correction o Other
REQUESTED ACTION: o Review and comment o Make Corrections Noted
o Approval o Resubmit o Other
COPIES
/
.
DATE
DESCRIPTION
Cl1ecl< ~ :
tv//I-DING fEf<Iv1/T 8 ~-c
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$~ (;0/,443
REMARKS:
BY:
. 7fI/?J1l!or
COpy TO:
o Routing 0 Rle
400 FIRST NATIONAL BANK BUILDING 1602 HEWITT AVENUE EVERETT. WA 98201 206259-3161 FAX 206 621-1831
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PER M I T
A P P LIe A T ION
=~===~==========~=====~===========~===~~=~~==:===========~==~=======~
Application Date 01/25/1994
Issue Date
.Assessor Ac~t :It
81 te Location 938 CAI..,..OW AVENUE
Owner - Last Name SAFEWAY INC.
- street /000 124TH AVENUE
- Ci t Y BEI,LEVUE
- Phone (206)
Tenant's Name
Agc?ri,t,~ s Name
Ar,c:hi tect I s Name
[X] Building
.[ J Mechanical
[] Plumbing
Applicatiop Number 94AP07290
Permit Number
Project Group
Fir.st.
NE SUJ'I'F, 20.1
St.ate WA
HI
1
Zip 9fW09-0947
PAUL TURMALA 259-3161
DYKEMAN ARCHITECTS
r. ] Gr.ading
[ ] Move Building
[ ] Mohi J e Home
Phone(?06)
Phone(?06)
[ J
[ ]
[ ]
Sign
Burning
{,and Cl ea'L
[ ] Paving
[ 1 TJndergrnund
[ J' Demol i tion
Building Contr~ctnr:
Work will be completed by owner.
Nature of Work:
Demol ish several exist irig bui 1 eli ngs, incJ uding the
existing Safeway store t.o construct new full
sArvice 46,452 square foot Safeway store.
#..
t~':
,./
Building Valuation
$7.400000.00
-------------------.--------------------------------------.-------------
Counci 1 Distd.ct
7
Census Tract
Crmst ruction
Type
Sq Feet
,.
In~lpections
Required'
r,,,,.
\. \~
}\..
Residence I ]
Business [X]
other [ ]
Nelil [X]
Repair [J
Remodel [1
Addi t ion [. J
Zoning
'l'ypp.
10
Foundation [X]
Fr.-aming [X]
Insulation [X]
Plumbing [X]
Mechanical [X)
Wallboard [Xl
Pi.nal [X]
status
Code
I
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.----___~_~__~____________~_~_____~__.___~~________~_____~._..._.________ft._
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Application Date 01/25/1994
I:Jsue Date
Assessor Z;\l-;ct ft
S:i te Locati on 938 C,IH.l,ON AV]?:NUF:
Owner. - r..ast Name SAFEltVW ING.
- street 1000 174TH AVENUE
- Cit.y BELf,JWnE
- Phone ('06)
Tenant. q ~ Name
,Agent! fl NRmE~
Ar.~hitect's Name
[X] Building
[ J Mechani.cal
r. ) Plumbing
PAUT. 'rURMAI.A ?S9--31f.J
DYKEMAN ARCHITECTS
I. ) Gj':adi ng
[ ] Move Building
t J .\I1nM.I e Hnme
Application Number 94AP07290
Permi t Nurfll'lI?r
Project Group
First
NF~ snT'J'F: :>0:1
St.ate WA
IMT
].
Zip
96009-0947
Pbone(206)
PhnJ)e{?06)
r.
[
[
] Sign [ 1 Paving
:1 Rurning [ ] Underground
) l..and r.JE"ar [ ] Demo:!ition
--,---~~-~._---~_._---_.__._----------_._.._---_._--------------_._._~_._--------
,
Building Cnntrnrtnr:
Work wi II be completed by owner.
l
if
Nature nf Hnrk:
Dl?mnl:ish IJ€"veral AxisUng bnnding.fl. inc:!uding thp.
~xi$t.in9 SafAway stnre t.o confltrur.t HAW full
sE"rv:i CA 46,457 nquari?: foot Safevmy :;:t o.r.e.
Builrli.ng Valnat:i.o11
$1.400000.00
--~'P"----__________~_________'__'_______________.____.__w_________._______________
,
COllnci I. Distx(i.d'
\
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P , umh i n 9 [ X ]
Me>chani ca} [X]
Wallboar.d [X]
fi':i.nal [X]
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B REM R R TON
R U 1 I. n T N (:
RF.CRI p.'r 11: 087083
* This Is Not A Permit *
n ~ PAR T MEN T
Building
62'-~~22. 1001
Per.mi t ft'een
$ 6 '3 ~i 9 . I)()
other Feefl
stor.~ Adapter $ )57.4B
34-:388.l00n
Sa.le:':J of Maps/Puhs $ .00
16--341. SpOO
7.on.i ng .F'ee..,
.Amount Paid
$ 6339.50
$ h::,'-I9.!'>(l
.- -- ..... """ -, ..... .- '... ..'" - ,.~ ..- ~.. .... -.. -- -. - -. ... -. ~.' --,
.-... '. ,-, '.. ,- ~- -,.....-.-...... ~. , ... -..... _.~... .'- ~- "--'
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8A'''}l:W1W Tne. #6HOOJ 4
M~~\r 17 f 1994
Plan Check Fees Amount Paid
$ 4:1?O.6B
..... .'.,. - -- - .- - .... -, ... """. .-- .... - - - .- .... .... ..... ...... ,"'. ....
_h' ~. ... '..., ._ .. _. .... ~_ ..' ._ ..... __ ..~ .... ._ ...... ~ ... <'0"'''_
$ 4120.68
6?-34!:1. ~noo
\.len P<'lYffif.:.nt
ot hI'" 1:" F'ees
Rnergy (~hargrp
At-at.e file
h 4 ~-\ - ? 3 '7 . 1 ~1
"['l1ta IP,'ees
Amount Paid
Pr.ior.' Payment
Bal.anC'e DuE'
011 () ., /17 11 Y 9 4
F'or tf 94APO'/;"\ 90
$
.on
$ 761.4B
$ ?r,7.4B
$ 4,SO
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-" ......, ~... - ..~.~ ,.. .-
$l072?16
$ 6601.413
$ 4l20.6R
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CITY OF BREMERTON BUILDING DEPARTMENT
2-25- ,1994
TO BE COMPLETED BY
3-4~
, 1994
DATE:
Safeway, Inc.
OWNER
owner
CONTRACTOR
938 Callow Ave.
LOCATION:OF JOB
~ -~
-.;:.
FOR
new big store
ENGINEERING COMMENTS/REVIEWED BY ~f
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========================~========================================~===
Application Date 01/25/1994
Issue Date
Assessor Acct #
Site Location 938 CALLOW AVENUE
Owner - Last Name SAFEWAY INC.
- Street (000 124TH AVENUE
- City BELLEVUE
- Phone (206)
Tenant's Name
Agen t ' sName
Architect's Name
LX] Building
[ Mechanical
L J Plumbing
Application Number 94AP07290
Permit Number
Project Group
NE
First
SUITE 201
State WA
MI
1
Zip
98009-0947
\
\
PAqL, TURMALA 259-3161
DYKEMAN ARCHITECTS
[ J Grading
[ ] Move Building
L J l10bil e Home
Phone(206)
Phone(206)
i ~
L
L j
!
Sign [ 'J Paving
j
Burning I 1 UndergrollnG
L j
Land Clear i Demoli Clon
, j
Building Contractor:
Work will be completed by owner.
Nature or Work:
Demolish several existing buildings, including the
existing Safeway store to construct new full
service 46,452 square foot Safeway store.
Building Valuation
$2400000.00
'" ,J
CauDeLl District
7
Census Tract
Construction
,Type
Sq Feet
Inspections
Required
Residence [ ] Zoning Foundation [X]
Bus iness [X] Type Framing [X J
other [J Insulation [X]
New [X] Plumbing [X]
Repair [J Status Mechanical [X]
Remodel [J Code Wallboard [X]
Addition [ ] 10 Final [X]
==============~============~t~=~=====================
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~#:,";:~
PER M I T
A P P L I CAT 1 0 N
===============~=====================================================
Application Date 01/25/1994
Issue Date
Assessor Acct #
site Location 938 CALLOW AVENUE
Owner - Last Name SAFEWAY INC.
- street 1000 124TH AVENUE
- City BELLEVUE
- Phone (206)
Tenant's Name
Agent's Name
Architect's Name
eX] Building
[ Mechanical
L j Plumbing
Application Number 94AP07290
Permit Number
Project Group
Fi rs t
NE SUITE 201
state WA
MI
1
.J..
Zip 98009-0947
PAUL, TURMALA 259-3161
DYKEMAN ARCHITECTS
[ ] Grading
[ J Move Building
L J Mobile Horne
Phone(206)
Phone(206)
[ j
r 1
L j
[ j Paving
L J Underground
[ j Demolition
Sign
Burning
[ .. Land Clear
---------------------------------------------------------------------
Building Contractor:
Work will be completed by owner.
Nature of Work:
Demolish several existing buildings/'including the
existing Safeway store to construct new full
service 46/452 square foot Safeway store.
Building Valuation
$2400000.00
---------------------------------------------------------------------
Council District
7
Census Tract
Construction
Type
Sq Feet
Inspections
Required
10
Foundation un
Framing [X]
Insulation [X]
Plumb i n g [ X J
Mechanical [X]
Wallboard [X]
l"inal [X J
Residence
Business
other
New
Repair
Remodel
Addition
[ ]
[X]
[ J
[X]
Zoning
Type
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[ ]
[ ]
status
Code
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Amel'it.a'j Most Ll1Jeflblc CIty
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DEPARTMENT Of PUBLIC WDRi<~ '~'"i~ '
.
~ .t:.S eI EDDY T :I-IU. P E. DIRECTOR
J" .~~.\~-' .'
/-4- . " .,l_ \.'. "I " , "
/I< .. _.. ~'N ,~,A' ._' _ .,/ ( ~~
.._ ' ~ tOJ!;. ,,~ '~,,:,.....:fr-;-,:__, ... '_. (~. _
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C"'!r'.<Io'Y Ie th" Ol~mpt~~ iPId Hr.-m,. :>' rl-~ P"gf'1 5"un:> ....""'1.' 'i.k'r .."'. ~
...,
,
Bush I l~oed f & ~h tdl ings, THe Q
A'J'TN: ~Tc>.I1n Weed, P. E.
2009 Minor Aven~e F.
Seattle, Wa. 981U2
Re; Sateway '::tore No. It;oll B':'t~mert:m
Dear Mr. Weedl
Thp Br~merton Depcu:t.ment of t~'1c;_i" >'Iork~, 3':-1\~ ': J..i.. 't,.:.,: LdS
completed the final rGview of the u.t ~ 1 i ty F: ~ tc f.-l d"l i tH U,E'
proposed demo 11. t ion an'j r"E~- tmi 1~i.bn9 cF 'the ~:f1'~ ,-'>\i>-J;:.y :.,t~rc Clt 9t'h <.t./i'1
Callow Ave submitted 2/7/94. 'rn~ t;ai.d pd.r,;~ 0.1'-'; appr-'j'Je~ :f:o.,1'
construct ion subject to t.he f:.; i low: n.J '--'cn~j, tiou' ;
1 ) A. sewer cap permit for eacli bill 1 'Jin~""
from the Utility' be+'ore 2! dE?Inoll.t1ntl per'mlt
bui ldlng depan:.ment. ($25 each)
Trlll::t t.e pUt .:-hdS0~.1
Ls j SSl.H.::i by the
',,", i 1 J
dnf1e
2 )
be
by
Tapping ot
done by the
contractor
.cxlsbnq w~ter mair. fot. trh~ : 1 t f t.y,jrant
Cltyo All materialq a.nd ~t:\sta~ld.tior)
.L1Df-
:..u be
3) The city of Bremerton is i~~utrectly 10cated an : Y~dZ. ~1
}'-,oltr precipitati.on mapa CQrrecl. ,(::c~t'nT" lnC1:'(;;.'tsc:;; precipita;-:'.Hi.
to 0.3"; ins.tead of 0.251' used.
4) SUbmit reprQd.lcihle utI
rom.menc.ing construction.
i)]te plan '.l.taWJ.f'lq tJcfv{\?
1')) Submit l11ylars elf a~-bui.lt draw.J..~"gs a:' ..c:..:mplf,tl.O!-, 0' ...be
proJect.
OfFICI: OF 1'1-'10 DII'lECTCP lf1 :lO~;' ti:yr.:",. ''lrl'll:; f;f ',,;. "i"iOn. NO. 98::'1", III ,2%, tPA S, ~ III ." > :7%1 11il'~Olli
CUSTOMER SE'll/iCE 'LJ TlLlTV BILUN" e\ '0...' Cc VfTlp'Jj 1'1 '"" Qi [;'eme"O,;, VIA Q~j1lj ~ ,~Vli\ ~?8 -. ,I" ~ ~ ,\ ~ i:.10tl ~(e ';.J~ p
AOMI/I;IS'RATlVE: SEAVICrS -"';I~I('''J WAlE!! WA'~H'.\/'il\T;:R '1IV'SIOk'WA.o~ F ~"S::J.."f:" ..../111810114
1II 30:i'! Olympu8 Dtl~G m Ihsmenon. w,o. lIll;,G ll! ,.:C,6) ',"8 (>318 I':l FAA ,::%, '-/(I.},5(/,iS
FORESTRY DIVISION Q! 302701Y'I1'", lrj.{u tl 8rem~,h WA ~.; ;( Ii! '20til'!r:i :'j!:' ~ FAA \lOG/It,,, ~1S1~
ENGINEl:.RINt. OiV''O "1'1 i'iil ;)66 J., - ",,,,<.'\ EI tin",.,,,,,,.),,, WI ~"Oil, .i! :1t'5) ~7tl c,.' ~ . A~ '~1)6' 4'1>"'39~
Fl'BllC WOR~. ~PE'Rl\rjC" !}IVISl1ifj tt '9 41h S'r3fl' !J !it,.,,,,:,!,, "11 J8'dl tJ ~(Jb) .78,~34f, fl P,II t~Ohl~(S'~Jt.O
,11'l l.iOt'" Of.,.lO., II . -"T1'"kr,.o
:2C1t;,-.j'C::;'-SCH:3 BFH1-I.lHIEP _:TIL;-:-'
1 SC1 PC~-
l~';t: _ _ 'L~ ~ ...... : ~~1c-.
A PUblic Utilities Construction Agreement is enclo~@d. The pUblic
utility construction A.greements needs to be formalized a'1d
presented before ent.erinq into a uti Ii ty service Agreement to
COffiIHence construction.
Development is SUbject to the Utility's Comprehensive Plan, design
8nd construction standards, and shall meet applicable ~ections of
the Bremerton Municipal Code, D.Q.H. reguldtions, APW1,,-DO'f
specifications-1991 and D.C.E. reyulations.
If you have any questions, pleage contact this officp at 478-5318
tor assistance.
Sincerely!
APPROVED:
~. f)' \ n
'.,yV\v-.. ~~~ J".(y.lv
U~Sr~
Derek S.kanes
Engineering Tech. III
'1'tm Richard, P.E.
senior Engineer! Ut~lities
ena: Public utilities Construction Agreement
Estimate of Costs
~'Clf.:- -r::: - '::Ie 1 :-",
;:::F- E:r "1-1 t"HTt:-~
Bremerton Municipal Utilities
~2? O!ympus Drive
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PER M I T
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Application Date 01/25/1994
Issue Date
Assessor Acct #
Site Location 938 CALLOW AVENUE
Owner - Last Name SAFEWAY INC.
- street (000 124TH AVENUE
- City BELLEVUE
- Phone (206)
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[ J Mechanical
[ J Plumbing
Application Number 94AP0729C
Permit Number
Project Group
First
NE SUITE 201
State WA
MI
1
Z~p 98009-0947
PAUL, TURMALA 259-3161
DYKEMAN ARCHITECTS
[ J Grading
[ ] Move Building [
- J Mobile Home
Phone(206)
Phone(206)
[
~ Sign r Paving
j ~ J
] Burning - 1 Underground
L .i
" Land Clear L Demolition
..i j
L
Building Contractor:
Work will be completed by owner.
Nature of Work:
Demolish several existing buildings, including the
existing Safeway store to construct new full
service 46,452 square foot Safeway store.
Building Valuation
$2400000.00
Council District
7
Census Tract
Construction
Type
Sq Feet
Inspections
Required
Residence [ J Zoning Foundation [X]
Business [X J Type Framing [X]
Other [ J Insulation [X]
New [X] Plumbing [X]
Repair [J Status MechanicaA [X]
Remodel [J Code Wallboard/ [X]
Addition [ J 10 Final [X]
00 ',00000 - _ 0 0000000000000 0 ~ 0 = = = = = 0 = ~ = = =:~ = 0."):. =,=,=;,t ;;,= = =z.~os'E! = ~ = ,
~ ~ Cov.~ ~ SPR - Ot.t-qrP/C ~11~/9Y
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BREMERTON-KITSAP COUNTY HEALTH DISTRICT
WILj-AA. FISHER, MD., MFR, DIRECTOR
109 Austin Drive
Bremerton, Washington 98312
Environmental Health Division
(206) 478-5285 FAX 478-5298
March 17, 1994
The Dykeman Architects
Attn.: Paul D. Turmala
400 First National Bank Building
1602 Hewitt Avenue
Everett, W A 98201
Re: PLAN REVIEW AND APPROVAL
Dear Mr. Turmala:
~ECEIVED
,MAR 1 8 1994
I ,~ THE DYK
!,t(l..si '. EMAN ARCHITECTs
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The plans for Safeway Store #1467, to be located on Callow Avenue in Bremerton, have been
reviewed and are approved, subject to the following conditions:
1. All foodservice equipment, including the Chinese Express wok line and sinks used for food
preparation, must be indirectly connected to the sewerage system.
2. Condensate drain lines for all non-evaporative condensers must be indirectly connected to
the sewerage system.
Please contact me at 478-5285 to schedule a pre-operational inspection or if you have any
questions. Thank you for your attention.
Sincerely,
.J)~ ~
Doug Jones
Environmental Health Specialist
Food and Living Environment Program
sfwyplan.doc
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l;::..:,,);:; .1. c; I"-'Iorne nt I,.,) ! () I~) ". L\"O' .L '!:a
t".{,'3.'::S ic: L):;:::;:.t. .1 e'c:t.ic)n 1"'\/,/ () },,}'''"l)(?l. 'l~~.~::-;_
\Vj(Xt'i~:::'('t--t: j. ("I L_~<cc:s:s C)"'f" (_::r"tlc_~k.i f"(j
('-/103../" .I .t::E"'r",'3'ted 1-/1.1d "H""'U;;lh'l:: Uei" Ject:JJ)(;
1'"1;;01>:, L't:el".;:,:\tecJ l'i!Ld".t".Ie-.i..,]ht IVlomen'!;
:::;I::,I-I\/.L C\:: LJJI\U Ur.::.I'LLC: I J UI\! I.\,!\IPL y~ 1. ~
t:::<"l :",1. 0::: IVbme n't 11'1 j () I..) ,"Ue J.ta
t;as.ic Uei'Jection \I.J/o 1~)-l)e.lt.3
r-ikxner..,.t in 1.::.XC?SS cd- Cr"acklnq
~'.-~e .i ~~. rn..1.. C'
,;'b,4bb l.n--t!
;~. U~:l J.n
1~),4b:,..:: J.n"tt
;~,tiU'! 11"0
::5 .::' ., :) ~::j ;;: 1 n ....1+
'''" ". ~ .~- ,-.' ~::~e.j,,:srn ic:
2U, j'JU in-.jl
1.Ut)1 in
'/,Jt;:~j .in"tt
1. ;!t)) 1n
:.:';~, 3U3 Hi"fl
IVk.<;<. 1-1:.,,,"I-a+:ed l'iIJ.d"l.ie.lqht .l)etL,,:'cljon "'
1'''1;:;.>:. Jt:er",:xtecl ~~id "He.'iqh.t IVJornent ...
.I. I.):.:;. ,t~ I)('-,'""cl Load ;;: .I. ~)b~) b I L)s 1 4~c: '.)~ ~:;e'.i.;:;;rnic -- 3b U4 p:st
J I,: '/ L. .:f, L..J \/~3' Lo,;;"j -- I ) IJ .I.. h,,;,: .I. i:l'i . ::~>:? j. :'5 m 1 C ." ll'/ .I. ps'j'
" I..,
t:::::.1 '" I:::qu.i\/ I h.i.,;'.::kne',::5 --
(::;,r"CX5 ~~ !\r~E:~(;;)
-- 1::::> \"'1;~" ""
Pc''''' t(",,,,.I.
/\::~; 'te,~:~ J / ( 1 :';;) .:ft~ d;1
/\:-::; ~ - i.?"t -t. ;,^; (. ~"'\) +. /.\':s .-':' ~~- j ) ,/~" \/ :
I,'.,)j. rK:!
:::,,;~:::~ i '3 m.i C,"
.:~ "~J. ncl
, ,:3 J "?,f~~:'J_::'SfnJ._C
&'7..,
'/" bU J.n
PNPL Y~::i J :::i \/PLUt.::::;, ,-.- ...... ........... ".-- - ....' -............ ..-- ". ...".. ,.
:31" <:::U
U,!3/
- i)" i)I,.h:2
tJ" ~:):J
U .. ~_:: ~,) ~j
IJ _, '/bJ
U,. '/1;',;1
in":.:'
i, nit t
1('1 ._.
if"'r' ~:
11''',
\>,J.lr',d
Mn = Phl~Asett~~y~(d-a!;J:
::::;eJ.'.c,mic
:::1'1'1 : 'l:;.U :>, '1" m
n : L~l>':1U b / l::m
\. r'
.~ ..~) lr,t I rn
(U:se <.' " ::;. : 1"'art.ia.L ,
:':~; .w U r' CY:;:. s
:~~;; -~, I... r" (, C.i~;S',C 1<.1. n~J )
Iqr"czs's
J cTack(""d
Icr',:"tcked
1/\1 i j ~)(:!
::::)t..:;' i ::3 rn.i c:
0: 41,o;~bln...tr
:;:. 41" t';;.~b .uy--j:I
:;:.J... ':;.t:+Ub pS.L
'" l~;I, 33
.. ~;.,:: 111. OU p:si
4. U :1"'u.LI. Ccir"oui~)
... 11b.~-j In'j
::- lJ>jUUJ inw.-:j:t:
443.j in'c1
l13.. bin' /j
43.0 1.1",4
~ ./
--.----------------------------------------------------------------"--_..~--
SLEN.DER MASONRY W,L\LL DES 1 GN
- - - -- - - -.- - - .... - -....-... - - - - - -. -... - -- - - 1991 UI3C 2411 - - -. -.. --. -.- - - ...- - - - -'-" -- - ...-- ..-..
{X:;;:'':'(JH ~) T ION > > SV-J 14 b 'I
>>
_....___..___n STRESS DATA _______n_
f'm - 2,000 psi
Fy - 60,000 psi
SOUD UROUnJ\!G ? N y/n
::H:::.C I AL I N:"':'PE:C T lUN '? N y I n
lrJe'\LL WT" FP,CTOR .. 1
PHI - 0,,80
'd' : Depth To Steel = 3,,75 In
~'vall Vveight - G1" 00 psf
----------------------------- LOADI~G
. " " " " .. . ".. \/Ern IC.t\L. "."""""."..."..
UI\I I F O~<JVI DEI\'[) rJJP.D .. 525 pH
LIVE LOAD - 525 plf
"""""ECC" ... 1.5 in
lYPE: l=RF '.1 2 ""F:LR r'. 1 1/2
CUI\iCEJ\i T H I CDL U p 1 f
U. .... 0 nlf
TYf~)E:: 1~;f+,2=H...H '? 2 1/2
---------- WALL DATA -----------
UNSUPPORTED HEIGHT... 23 1''1:
IHICKNESS - 8 in
REI3P,R SILE it 5
",,"" SPACING - 24 In
,,""" O:Cntr,l:Edge ';> 0110
~>EISMIC F'ACTOR:ZlCp - 0,,3
WlI''<iD LOP,D - 20 psf
TYPE:l=Lt,2=Med,3=Nrm: 3
DAIA -----------------------------
" " " " " " . " "" L,i\TERAL """""""""""""
POINT U\TER,i\L LOPD.. 0 fl:
""HEIGHT FROM BASE... Ofi:
" " ,,1=lrJlf\!D, 2=SEISfVIIC';) 2 1/2
UNIFOR~'l LATERAL LOAD - 0 pH
" ""DISr 10 BOTTOJ\1.. U ft
TOP .. 0 ft
"",,1=WIND,2=SEISMIC? 2 1/2
I
!
~:.I,,~\1r/li~\RY ... - -' - -... - w.._ - -..- -......... - -. -.... - -- -.....- -.-... --
[VI'-n "' Ph.; : [Vloment C.>,pacitv ...
M-u: (,,9D~1.43E),(U,,9D~1,,3W) ..
1,,05D+l.2'15L) ~ ll.403E -or- 1,,275WJ -
Seismic --------- Wind ---I
;~'J, 5ri5 in..tt 2~J.; 5b!:) i.ntf I
23,400 in-it 23,239 inHI
23,459 in-# 23,286 in**1
jV"l.2:.\)::" Ch/e,::?-~t:r"eS5
i\11()I,'-!Def'.Lect..Lon: U. UO'/" Ht"
1'''1,::;)::" 1 i:el-ated Sel-v ice l_oad DetL
i\cb.kl1 Height/ De-I' lection Ratio
,L\ch..!i';,,1 Peii"ifol'''C:inq ~:): /'0,5 / (b".t)
/UJOI..'-!E'r.>Je rVk3X. ~6 ;;; U" 5 '" Rho: E;al
/\ctuaJ (\)::i:3J.. 2)t:l-e55: (Phi + Po) / /-\g
/\J1(:)I,'k",b12 " "U4 "'f' m
f:/\C: !(JHE::D .UPJ) ~;I f';:l~:S::; /l,NP,L.YSl2;
H::'i:';:-; 5.c~ lVk:XT'I~:;~nt. 1,_.\1/ () [.oJ -.- [):e 1 't,~').
.Bas i.:::: Del' J. ,o;.,:~>t ion I.") / 0 p... .De 1. 'i:~ .,
(lkxm?ni:: i !"'l c.:~.(('A?::::35 cd'
0" UO ;',)
;;;
L 932 in
U,,944 in
292
U"UUU;
U..()U71
1~3" bfi pSl 01<
gU.. DU p:'H
....... ....... :3ei"~mic
2U,'1tlb in"if
1 . Gbb Hi
rVI.':'!.x.. l'tel"'a'l~cd 1\'1id '+leiqht.: Defleci::ion ..
r,'k::,:(.. Lter',,(t.~ed 1'I'li.d'''Heiqht ['/lornent: ..
:;;l+<\/1 Cl: !CV\U rX-};LJ::.C'1 .I C)I'~ /\I'#\l._\:',; r ::)
.[::,';').::3 i C~ IVk~)rn(:~ nt~, ~.\l ./ C) r~ 'w I)f~: J t~a
Basic ~?t1ection w/o P-Delta -
r"loment 1.r', [.:<c:es:'3 of Cr''''lc:kin<;:) ..
IVla:< . 1 tCI''',:.,i::f",eJ IVlid . He.' iq 1",'1:: DCed; 1 eel: .l.on ..
(,'1::3:(. J'b:~l"'atec1 i'llid"'Heiqht: ~1ornen.t
'3.8b? in"tt
;)" U'1':i 1.1',
2J,,45~3 in'-lJ
OK
U ,,00 ~6
UI<.
1.9J? 1.1"'1
1,,198.ln
i~3U
0:<. U.OOIll
O"UU'/l
19. llb f)'c;d!
eo.uu p5il
I
.........-......-....... "-I
V.Jind
:,~U, [;48 ir,..1t
]. "' b4.!.:) .t tl
~) , '/ ;~'4 i n-H
;;: . U"l:Ju',
?3,~ ZE;:c; in"vfl
::::;eisrnic ....---... ..,_. I;vir',,:::{
14, ~Jlb in..tt
0.7Gb Tn
3,1391 in"lt
U.944 In
1b,0'/2 in.1:f
Ib,21:;4 in....!j
[I ,,~3'!3 ..\. n
;),34U in-\4
1.1~j8 1.\1
1'/ , '/33 in..<jt
w he n IVls jVIc:r
5 'f, [VieT'" h' 2 / (4B" fJfI '" 19)
!:i IVkT I.",';:" / (4B I:':.ffl 19) +
~) (IVls .. IVICI-) h'Z / (48 eJn ICI"
\/E::JH I C,D.!" UJl\D ~,:;UIVIi"/IAHY ,,-- __w_ U\lER/\L.
[)cad L..Ckl.d 1.9 f"lid Hi:. ..- 12Z6.t:, Ibs 1,,3'" Vhncl
L...l\/e I....(),:c<d lei IVli(1 r'H.:...' U .. U L b5 1. . '/ '" I,'o)i rid
Uei'lcction ...
fJ .,~.J :.t-_ [)'E:',':':),c! I, .()I\~.(:!
1 (J:;' ,,~:i 1 bE.
) IAlhen IVlcr '. I'll':" <' jVln
UJ,/\D ~)Ur'11r"lA:~ '( ... - --- "
2b.UO
... 3d.UU psi
lr,I'!:: . - 18. '3 (J ')'0;1"
~~:;e i ',,; rn i c'" 1'\1(';) 1 J
1" 0'.) -" De,')d LJ)ad
1.. 2'1'5' L...i..ve L..o,'7jd
.- lZ8'/" 8 lb:s
0.. 0 lb-::.,
]",,13 ' :';;""i:,\rnic
] .. '1:3'1 * ;c;ei,,:,.mic
2b.1 ',1
3,:j.22 p",f
'2..-4
w w'"'' ",,,,,, w -, ...' .." /\r'~,u.L. y~; I ~:; \/ f\U)E~':> _, '" - ",' " -... '. " .. '" .' '" '" ...., "'w __ 'w __" "'" .... w' ...
E51= EqUlv Ihickness - 5.20 In Mn = PhiTAseffTFy*(d-aj21:
(31"'O'"3,[I.I-E',,,>. .. c::':;I'l:2"" b2.4U in'., Vhnd "' 2':1,5b5 i.n"'fj
1\'3, i:ee .1
f\steel/ (, 1:2 " d)
/\:'.0 "'eft ;~ (F)ut/ls
I,\!ind
:':if? isrnic
(> 1(,..1 i (-'td
'-:,"-'.
:~: co. .i ':~':: rn i c:
o .1'S~) ir,/f'l
0..0034
) ,i r',,/ ::
.. I) 1 '/ c: i ('I ,,,
... U 1 'I b ). n "
'" 0 ':)} ~:j :L n
[I ~.~.:I 1 ~:::
Sei::.;rnic.
~:',m : ',1~,:,U .'*- f' m
" Z'J, t-,()') i.n.'+!
"' 1.. ::;.1::::,+ Db ps 1,
II : 2~hd,U' b / t':.rn ,,' ]:;:. 3j
I' I' .. ? . ':i' t ' rn ' .. t);;; 1,11, b U I:;':;; I.
(I.JoSe 2..~); :')arti;,31, 4.. U: h.d.!. UlwO'.!'1:: ,)
s ~ Fr (cracking)
I.ql"'()S',""
.1 c.:I'--~;I.c:k~:?c! V)~L nd
Ie 1";';H:::ked
:3.,..' .i :,,: m i c
-- Y'/ '/ I. ('I 3
" 1 U 'j ~3 ~,: ,;:~ 1 1"',-11
,. :.3 '/ .."\ !.:.: ,1 n 4
r:' '.)
.. 34 I:; .-Li"'j ;:~
'.j
,~ 3,~ I~~ 1. n ,(j
...)
[)Fs:::nIPT ION >> SV'J 146'1
HI\E:;E~~FI\I T RE TAl N [ NC3 ~"',l\L_L DES 1 (iN
----.-.---.----.---------------------------.----------------------.---,.--..,.--....-.-....-..-
>>
--.----.---.- SOIL DATA -- _____nn__
PU_UWf.'\BLE BENdl\lG =. 2,500 pst
ACT IVE FLULD PF<ESS =. 50 pet
DESIGN FLUID PRESS =.
(Corrected for backti.ll
Sl_OPE OF BP'cKF H_L =.
<,horiz:vert,O=.level)
o per
slope)
o : 1
P,(::"~3S I VE. U\ TERAl_
=.
~~50 pst
:3011_ DEI'~SI TY =. 110 pet
E3011_ HT OVFf~ TOE - 12 in
<. can't exceed t:op ::;uppcwi:: ht:)
__n_____ VERT IC,l\L
AXIAL DL 01\1 STEM
AX 1 AL LL ON SfEJI'j
. . ,ECC. <. Toe side
LOAD~3
;;;:
450 pH
450 plf
1 in
'+') _.
SUnCHARGE OVER TOE - 0 psf
SURCHARGE OVER HEEL - ]. 00 ps f
____nnn LATERAL Lo,l\DS nn__n_n
U:'\TEFiAL LOP'[) /.\CT 1I\K3 ON
STEIYI ABOVE. SOIL
/\l)[) , L L/ITE.R/>,L I_DAD
,..TOP FTG, TO START
...TOP FTG. TO END
;;;:
18 psf
o pll
o ft
o tt
n... <. '+' incn;~a.ses sliding)
... m -'-'-'- m._ .-. -'. -.. m... ... - -.-...' -... -. - - -- W/\LL. ,:~, F()UT 1 i'JG )J/\TP, -. ......'...'- -- -.... -.. -... - ...-.- ...-.. ....-
''i; F [Xl TY 19 B!\~:)t: 0[:: l"',L\U_ <.100* :::: fuU fixity) -- 0 ~6
fotal Footing Width =. 3.00 ft
(, ]C:>E' l'-!id'l:h ,~ I_oca.tion of i"ace)
UENEPP,L SUfViMP.RY - - - - m - - -- ... - - -. .m - ... .-.- - -.- - -- ... -.....- i
I
11'1 I
In i
HT. !\f3UVE TOP ~:;UPP()RI
D l;:)l.. 10 T UP ;::;UPPORT
Tota.l It',Jall Ht":'iqht
1<1':'1' Uf.}..JTH
KEY lPHDTH
I<EY I) JSl" ]() TUe:
F UU T 11\1(; T H [ Cf<NI:.:S:3
() .l.n
0 .HI
U ft
12 In
1-------------------------
i
I pj--e'3S1,)r~e IS' 'r'()e
I F.in'"::,:':;::uJ"'(',, lei Heel
I Allowable Press. -
I
! ::;;lidi.n<;! F ,,0..::;,
I
! R(,,":5'h'aint: F ewe '":, f~eq' d
I ""t Tc)}:) of V,la I. 1'" f;U4" '/
I ,t\dcJitie'f"k"l1. h\?'s'I:i"",int
I
I......................
." ;::,23;':: pst'
8t>3 psf
2,5UU psf
:::99'3" UU
Llx.""
)':;~e(~ r d
.",t::HO,!:'lJ:>(fI ::::
U"U
.lbs
o . 00 f.t
23.. UOft.:
:23,00 ft
RETAINED ;:;ULL_ HT. - 11. UU tt:t
iOE VH DTH
HEEL l'HDTH
L 5Uft
1. :; Oft
Ecc . of Resu 1 ta n.t
~:.ern Dist:ance
'2.c.;Sl
6
I::ooti nqs 1",V').:3.y ~:;hear-:
l<:,l Toe
I~ r+,.~e l
17. :::)
0.0
~J3. J
I
p"',-i I
p:,;;:i i
p"'::i 1
,-:\110vJ8.bJe
:~~he'::1.I~
Fex.TLinq UVi.?I-t:ul-ning
:~':,tJ;lb5. 1:i.t:;,' Ro,d:io
'2. Sb ; 1
.... ......-.....,... .....,...,.... ". I
\(
:';1 . r I) r 1\1(, CHFJl{ Ie! H,[\:::;t:
1....,3.'ter-aJ
P-::'::i~::;'S i \/(~: ~)r'f.,~5 'SlJ r"'(::.~
U..U Ib5
0..0 .l..b,,',
'.::, J. af::- I.Jsc'.,::I1 C) R'."sj.,,:.t
:.: J. 1(:1 5. I"'IC)
\//n
f. ~jlll.... FRiel lUI')
:;C) 1 I... Til I\I!:CJJ:::I.: I
F ,3'::.:tor" ':':.:'1'
U ,,<~1
fJ :Ln
:;: ~J'J IJ . C:I U
!.'-'I"'("",,,;sul"e
0.. U .I..I::l'''';
F"i~'ic't.ic)n F)t'e5::;Ur"'t~:
P.,c!dn'1. F'oj"'ce Heq' d
U..O 1.1)",
.....Toe.... "Hec'.L
FTiJ ll. f,-!C1 l)~.::.) 1. (If\! ..- ~ -~ -' .~ M - - - ~ -~ M --. -. -~ - ~, "~ '-' ..~ ._~ -~ - -~ - -~ ~ ~ ~ _c .-
::>:)1.1 Pi"'e'.::<', " IVluJ.t"
::::\/ I~C L L.q" ::)".1
1"'lu l)pV.J,3,"'d
[ifu ... DO~'.Jr"II,'kJ.l"'d
[VI\) De:'s n
:3,,189
ft..~j:o 3,2:1::9
!'t..fj:::: 4IU
ft'''f!:~ ;.,), 8 U ~j
(~)r'h? -~ V\I/?.J..~/ ;:::; hc::,::'tt"
f..\ctl.E' J.
1,\~~20
U
4t,ij
(454)
f' ," .., 3, CiOU P'::.!.
Fy - 60,OUO pSl
Mi.nH Asteel * : 0.001.4
I.J~)E: ~3P 1')f\IDER r-IE.E.L .";;- l"~ Y' / n
. " , . . . " . . "Heba,- Choice's. " . , " . " " ,
...,,'Ioe-" -...Heel
/\ 1 J.C:ll..\1 .f:" B!S
J .I " ~j U U }Ill Id 1 c.; 8 'I i n ('J c: 1 I.~ 8'/ .1. r"j
l',P-:'" I .. '"
us L ')3 1 ~:) 3 ) Wi Id 24 bD ''', ,l bO
/
<z.-.-&
(:O\/i"r C;",'i',"r Hebar in"
:3.0D
Flu 0:: IVluihd":2
P>5 hf'U' D
3d. ~)
PS,to:
in" ;~:;..:::
D.l'51
0,1'51
3.00
He; Id
Wi I,~
flU 19
3/1,,, ::<)
c,. ~_:
4]/" {32
,cj8.00
W:l 1,,1 4e. DO
~:;Ic:rvl I.X:Sli,:N l:3ETh1cl'::N Ij\ll:,:H/\L, ~;UPPURI:~:;
r'''~::~ ':'~':: CH"'1('''\'/ Da t:;~$.. " ~ +-" T rn
1'''ltc,Il-:HJl'JL I\PI:,,,..,,,
1:Mas,2:Conc 1
r,rn " 'f' rn"" 'i~:)O
n :: !Vl()cJ l,) .1. ,';.'). i'~ 1;~':-1..t i 0
J. ~::, ~ ~:;l
/l. J J Ol,.,l,," I.) J e I, a
~ <~~3~3..~)
I'JUIVI J 1\1/\1,
III J Cl:f\!!;:::::>;
to in
I' .ILl I I':, v \'
rVlax ,j, IIIU rn rVlorne 1"1 t; C)C:CU 1"5 ;c,d:
lop
1'05 -,
LJl/AJ) DUH/\l.l UI\! f",i\C:TUH ".
:')Pf"C 1 (.\!._ 1 I'~~::;PEC Tl UI\I ?". , .. y
::;CL 1 D I~HUUT I 1\ll.i:' .. . . . y
J ":l_,tV~t,.. ;~ :'!'{I<::'cllt-Jt, 3 :;:1\!nl1VoJt
Concl"'ete Da'ta..."
f'c
,,- ,. '" ' 1")1
('~CH\!(:. CU\/l':,H iJ\/iTi H!:::.H/\~~ '"
r:;. (jUft:
::~: II " ~J ~?
4'! . (32
'2.b
'l8,,00
4S.UU
2 " ~1()0
::)4.. 000
1
pST
p:~;j
:"'/1"1
~/,/ I"j
')
3,00el p:S:l.
bll. DUO pSt
.L.:, ],n
d,bo\/e I up ut 0:o:::>t:.i.i"r;:'
,E!-It '. (3 H't . 4 I-It
n 1\10 boud N::) hood
.. 2 Ht~ Bcytt:orn
o 1't
1\ I ~;1, ,('J,HU'vF 1;1(3
Hi\P ~:; I lEi'!
') ':';'
11.
10
',I
;1
7
')'
'/
f/
'I
Hi\H SPACING -, 8 :J b ~:l (3 (3 in
....0:Cntr,l: 1] 1 1 1 1
F~cb;"\i-'d' DL:;t~. - '1.;::5 '1..:25 ',1..:25 '1..:2~) '1.25 '/..25 11"1
VoJall ~;:;ide H/Tension: Ear"'th r;l-ont I;:,ont f~l-ont: Fr-ont, F;n:>nt
f"lorn,:?nt.... .,Detu.::>J. '" "''15 '/158 '/'i40 8'/U4 '1401 0 'f't-1+
!'-/Iorneni:.. .. . . i\L10(.,ln '1(:354 '1(j54 '1'J~i4 '!~J54 'i~.J54 795,:1 '1"\:"1'1
:':;hea.l'. . . . .. /\ctual -, '5.2 ~).. :Z 4.. 'I 0.. :2 (3.3 25.1 11
~:;he.3r"" . "" ,D,Uo\~( n. '.:)(L 0 50.. 0 50.0 '.:)0. U 50.0 50.. U 1'1
\'11.0.11 Weight", (JS.. U 98.. U ~l8., U 9tL 0 98.. U 98. U psf
,. 1"I/\::iCNHY Sf Ervl UP, r /oj,. . .. .. . .. .. .. . .. . .. . . . . .. . . . . . . . . . . .. . . . . .. . . . . . . . .. . . . , .. .. .. .. .. .. . ..
I. . ',t('''I''';':K.t:ion \h'due- U.. 03 0.. ~:)4 1.. 01 1.14 U. ~JS U.. Db
i\c't.:u.:3,lfE; ,,8 18 18 21 24 2'j" p:"".t
P',ctualfb .=. 8 '/42 803 9U:3 '/b8 U pSJ,
f"I()IYi!:::I\!r::, Ic;i B/J.:')t: Uf; V#\LL........... l..J2:,,:'d 'b') 'find I-esul talli~s & eccent,r:i,c:itie""
IP,bo~.!'t Toe tr:l Bottorn c)f Footing)
Sr"lear" l<l t,:op offoot~ i ng C ,tof )
rVlornen't t~ T.O.r.. fl'''om s'tern fixitY'
/\c-'tivf': pr-e5su,'e 19 h~?el ~:~.ide
/o\ci:ive pl-essun" [9 toe side
:::;oil I"Jeigh't o\/el- heel
:3ur"chan::F'" load ove(' heel
F o:)'t i 1"19 (..\112 .1. 9 rrt
;3t~em v<Jeigh+~
(Appli.ed ,:.lxial load on stem
Soil Height ovel- toe
Sur'charge load over" toe
10taJs
FOI-ce \. Ibs) .Di:s'i:ance l"'loment
Ver"t.\,ca..l. L':.\ten3,1 C 1',t) (ft~-ll)
'"
28~)5.. 3
1.. UU
6ZU.S
-'/5.0
u. 4~.:i
O.4A
- "SOb..7
.. -(36.7
:;: "43~:). 0
"'''.2;!54.0
'" -900.0
'" -165.0
'" 0.0
r\ C"""I
L.O,
2..67
1.bU
1.. 9;~
1..83
0.75
0.00
'" 4627.3 lbs
289~)
o
3Ub
....33
-2151
-1'/8
,t,53
""4320
-1650
"123.75
o
-590'1.2 i'tll
Bf\'SEI\1ENT RETfJ,Ir'~ING WALL. DE}::;lCiN
DESCR 1 FJ T LO~~ > > SV~ ],4.(3 '/
>>.
...-.- ...- -..."' SO ll~ Dt\,TA - - ,-_... - --- ---
fJ,LLUWABLE BE,L'\Rlf\JG :::: 2,500 psi'
N,:T lVE I:::;LUlD FJRESS :::. 50 pet
l)ESl(~~~ F;L_UID FJRESS ;;:;
(ColTeeted 1'0, baekt'ill
SLOFJE OF BACI<.F 1 LL ::::
( he)! iz: vel-t , 0:::: leve 1 )
Pl\SSl\lE LATERAL
:';;01 L DEN:; 1. T Y
:;:;0 I L 1'1 T ()\lEP rOE.
o pef
slope)
o :1
250 pst
(ea.n't exceed top 5uppor-t~ ht)
::::
110 pet
12 in
'oii F 1 >< 1 TY I? B,I\SE OF I'I!ALL..
HI'.. PJ3UVE l(JFJ 2;UPPORI
I) J :-;1'.. 1 U T U~) ~3UPP()R T
le.1:.",! VJ,''lL! Heiqrlt
l<}::,\' L:+J':).l.~ul
f<r~y \\lll)TH
I<}:: YO J ~) T.. ](J T (Jt~
I:::; 00 T l!\1e TH 1 CI(I'eSS
a.I.... Ton cd' 1');;:'.11
j.+eC_lld
."..1: f3c) 'tt~orn ;;;.
--------- VERTICAL LOADS
,L,\XIfJL DL ON STEfvl ::::
AXIAL LL U~~ STEM ::::
.. .ECC. (Toe side '+') -
450 plt
450 pH
1 in
SURCHARGE OVER TOE :::. 0 pst
SURCH.6RGE OVER HEEL - 100 pst
------.--- LATERAL LOAU:; -----------
U\TEF~AL LOAD (.\CT INCi OI'J
SIBYl ARNE SO lL..
t:"DD 'L LfJ, Tf.:.RPL. LU,CI,D
...TOP FTG. TO SlARl
_ . _ TOP FTG. TO END
:::.
18 psi'
o pIt
o tt
o i"t
". .. (' +' incn'",ases sliding)
WPLL. ~:, HJO T Ir\!(:i DP, T /:1, . ....-
l100% :::: full fixity)
Total Foot~in;1 \\Iidi::h - :3" 00 ft
(T(),2 I,Jid.th ;;; L.oca.tion ottace)
GEI'JERPL SUrvllvlfJ,RY - - - w. .- - ,.. - 'w ._- - - - ... ,..'- - - -. ... - - ... -..' .... -. !
I
;;: 1.W3B .1n !
6 HI I
!
I
U :Ln
U Tn
0 ti:
12 Tn
- 2~261
pst
o \!i;l
o.oot't
Z3.UOtt
RETAIr\!EJI SUIL HT.. ". 11.00 ft
!-------------------------
I
I P,"essun:; 10 Toe
! Pt"~',,5:51..!I"e l~l Heel - 1,174 psf
I AllowabJ.e Press" ;;: 2,500 pst
I
I ::31idinq F.U..:c;)"
I
I f~es't:t-,:3.i nt: f:'::ol-ce F~(0:q l.j
I
I ,e,dditioik'l..L He5i.~ra.int
!
I
"'Y8~l, UU
" b04..'l lbs
(I.. ()
L b:"'~
2(<:.. ()o ft
rUE:: I'HDIH
I"'EEL I'HDTH
l.bO t-t~
1 ,~:)() tt
t:.c:c.
of Pesu 1 i::ant
I<er"n Dis'tance
1~~:c)(),':in9S l"'~~a,y ~)hear':
[9 Toe
I? Hee 1
(\1 10l'\),3.bl.e
laMb
p:':'~i 1
psi I
p:':':i.1
I
;;;.
S 1-IE>3_1~
0,0
93,1
F'ootinq O'v'el...tunLi.n~:1
:;:.3t:<':tbi 1. i t::\/ Ra,t~il-)
3..1t3
1
.: 1 1
.......1
S.1.0b lJsed '1'0 Re'si.st
:";1.1 [) 1 f,)(i CHI:':Ci<' l::l 1':3,0\SI::,... .......
L .'s.tel",31 l:Jr"e's";l.n"'2
0.. () J. b:",
U.. U J.bs
U..U Ib',".
;::.~ Lie! i nu
fl ~:l) 1 L.. F H J C f J CWJ
~::,(J J L. I () f',1['(1J::. C 1
f '''J.e'lf},- CYf'
'? ''( \/ / r"'l
.. -...- FUUT Lf~h 1)[5[(;1\1 ......---......----,..---...----....-.........--.--.....-..-.
-.. Toc'" ".-I.jee 1..... t ' c.. :'l.} DUC) 1)'::;:1
:'l,Z24 1,675 Fy - GO,UOD pS1
ft-lj;;; 3, 33'! (I f{lin.. (osi.:eel ';S ". U ,. OD14
1'1:--<lt'" 410 4t,.4 IJ::E ~)p Ul\![il':,H HEeL '~ N ''y,/n
f't-H;;; 2, ~32'! (4'54). . . . .. . .. .. .f~ebar- Choice,s....."... ...
::_~~C) j J
F)I'''{::;'~:) ~-;:; "
[Vlul1: ..
U\i (V.: L Eq.. :]",1
1\'lu l..lplrJanj
r{kJ ". DOHnl,,),:; n:!
[Vlu Desiqn
Un(~'''l.,\la\/ ~'.>I"le21.,"':
(.,\,ci:l) ,9. J
A .\ J ()I".)" .. 13 ~:)
p5 1. 113 . ~:'
[X.C-. .I :3 3 .. 1
... U, <1
.. U .In
",~j(3'3 .. DU
Passive PI"'esSlJt-e
F:' t"" ic:t~ic)n ~jr'--'e':::.~.\\~) r"i~:
/\dc!n' 1 ::ol"'(:,e Pecj' c!
D ,,0 If)':';
......Toe-...
... "'Hee 1-'"
D"U
:3:3.. 1
n.:! l~j
tt~:, Id
lS.8'i .l.n O.C. 15..8'/ J.n
::'4..bl) ?4..hO
~7
( :0\/1,'':'1'' C)\/C~ r- Re Ix", r" In'::. 3 UU 3 UU llG 19 34 9Z :~l4 ~~j ? ? '3
Flu IVlu / bd . ~? 40 :~ " WI lc: 4'1 er, 4'1 1:'"
- r6.l'-' t.l ,(, 'I ~.:. -) G.
/\:".:-:> RI::.Cl D Tn . , ;. '~r 0 1!:l1 U 1,j1 H8 19 48 OU ,,/.8 00
L --
1t!3 l~l 48 00 48 00
~':,ll::JVI L)!:.'.~.~; J cr~ HE. H'Jf:r.::N U:\IE.R/\L ~)Ui.+)UH 1 S _ _ .~. ,_,_ _ ,..' _ .A~ h'" __ ..~ .h' W
---------- Fs = 24,000
Lf)!.\D DURAl l(JI'~ F/\ClUR -, 1
:::;P!::J,:IPL. 11"~:-;PF:,Cl J(Jr~ ?. . ,'r
':;()L. I D CiRUU lll"~(i '? ., . . y
1=1.".t:V'J-t:, ;?;;;IViedVJt, '3=1'-..)nnW'I::. ..
i..>:WiCl"cte j),srta."..f' c --
F;'y '"
1'y'~:",,:'::.c:'nl"'Y Da:t:cl.".
'f'rn
1'ili\Il:H Ii'JL IYPI::.,..,
1 :: r<t'::::3 " :.' : Cone
Em f'm %
(', ; l'tloduJ"'\I' Hat:io
?~)U
~J " 3
i\JJoHabJ,,:' fCi:,
o . (I
I' J(Jl'iIIJ ,li\I_II!i CF: I'J[:<:':. "
JU in
:(,Jf'JC~: .. C:(J\/t::J~ C)\/cJ~ RE.B/~',R ._.
r,IUII:;: \' \'
l'i!a>: imuln !'''Icme nt UCC:i..J I-S ;:'3..t
:::. ':JU f'l:
a~:)()\/e rc)p ()t
[0:::,
.. tJ r'lt:
"b H-I:
.4 HI:
.2 HI:
f) I. :-::.) T" /\.F:3C)\/t::. 1--- r C~
H/~,H ::.:~ J :?E.
>~ 3
1\ lU ,'I 4
I
,', '! 7 'I
I
8 8 8 8
1 1 1 1
8 " Uti 8 oC; (l 06 8 " Oti
11
'i
EY\I~ :::;p (:J,e; 1 1'\1(3.
. " " " CJ : Cni:J- '.' '1 ;
Heb;:)1''' 'd' Di:,:::t"
.",)
a
1
a"U6
2,bOO pSl
pS.t
\'/1"1
":/./ r"l
r)
:3 'J OUO pSl
tiO.OOO pst
1 .~:J J.I",
[3ot'torn
0 Y't:
?
8 ,11"1
1
8 Ob In
WaLL 3id€:: H/lension: E.aJ-th ri"ont rr"ont rr-ol'yt rron.t F;n~)nt:.
Mc~~nt....Acl:uaJ - -12'1 12168 13159 14'196 12b82 U ft-U
!"/IOfIV,?n't:" .. .. .lUloH "Z~)()6~::J ;?~W6'3 29069 29069 29U69 2~JOG~3 ft:"j:j
3hear". ...Actual = 10,,6 10"G 9.4 0.4 16.8 50.9 U
:::;I' lE-:\3r . . .. Jl,llO\AJ = 93.1 ~33.1 93.1 ~:33.1 93.1 ~::J3 .Il:f
~\l.s\.U V0eight- 12U.. a 120.8 120.8 120.. (l 120.8 120. S psf
.!'i\/'J,;::.;C)f'JHY ;-;:,I[r"l U{:I,]I:},.....,. . . . . . . . " . . . . . . .. . . .. .. .. .. . . .. . . .. .. .. . . . . . . . .. .. .. . .. . .. " . ..
I. ntel.:H: t:ie,n \/a.Jue -- U,OO U.OO 0" OU U. UU 0" OD U.. DO
i\c;iualf.:', ,,0 0 0 () 0 () p:3.1.
,cI,C'b.k,;jfb .. 0 U U U 0 () nSl
!\..I()I'.....IE;I'~.I.~;:
iS~ f3/\:3E:. C)f;
V.JPJJ." ,
(.Jsed to find n:;su.l.ta.nt:s 3, eccen'I:Tic i,ti"",,'.
({:I,boutloe 1::3 13c)'ttom of r:'oo-t:inq)
ron:e (lbs) Dis'l::ance IV)omen'!::
VCI'''t.ica.l. Lat:er"al (ft) (f'I:....:jf)
~:;;heaJ- 10 i:op of 'foot:ing (tof)
II/lomen-l:: 1::3 T .U..F.. fn:xn s'l:ern fixity
I\c:;-t:i\/~.:- pr"es:::;:ure [~~ hee..L 5id~3;
{:I,ctive pn:?ssul-e 1::3 toe side
:'30il ''''<25.gl''rt over" heel
;-;;ur"ch,3rge .l.oa.d ovel- he('21
Fo:').t:i r"(j 1..,,,,:, iq I"',t:
S.tern lA'eight
Applied axial load on stem
Soil Height o\/et- toe
Sur'charge load over toe
2895.3
1.00
(:)20.5
,75.. 0
O..4S1
o ..44
2..67
:::: -806.'1
= -'66..'!
.,,435..0
=-,2'1'19.. 2
- ....900.. 0
= -165..0
:::: 0.0
~z .. 6 ';t
1..50
1. ':l;2
1.. 8:-3
0..75
0.00
Totals
= 5152.5 lbs
28~:l5
o
JOG
....:;;3
--2151
-l'iS
".653
-5327
-1650
-1.;23" '15
o
"6913.8 f'tU
<--'(
_.,_...._'-~..._-_._--------------------------------------~-----------------------
DESCPIPT 101\! >> ;:;\".) 14('.;'/
fli\SEI\1E~NI HE T A 1.1\1 II\lG v~!\LL DE.S J. GN
>>
---------- SOIL DATA ------------
PLU.lW/\BL.E flE/.\FW\lU ;::. 2, 500 pS T
AC:r IVE H_UlD PHES~:;;::. 50 PCT
DESIGN FLUID PHESS ;;:
(ColTected fo, backfill
SLOPE OF BACK.F ILL. ;::.
(rw:J,iz: ve,t, 0:::: level )
o PCT
slope)
o :1
P,6.SS1 VE LATEPPL
250 psf
~;:;o 11_ Dl::i'~c; J. T Y
SOIL HT UVE.H TClE
;::.
no pet
12 in
( ca.n 't: exceed t:op su ppo,.t: ht)
--------- VEPTICAL.
/\XIAL DL. ON STEI\1
AXIAL. L.L ON STEM
. . .ECC. (Toe side
l_ O/\[X:3
'+') ....
4bO plf
450 plf
1 in
~:,)URCHAHGE OVER TOE ;::. 0 psf
SUFiCHPRGE OVEH HEEL - 1 () 0 ps T
-..--.---.--- LATEHAI_ L.O.6.DS --.-------.--
I.j\TE.Ht\L UJ/.\D /\CT II\IG ON
STEM ABU\JE SOIL.
,i.\,UD . L.. LAfEPPL UJ,il,[)
...TOP FIll. TO STAHT
. . . TOP F:Tll. TO END
;::.
18 psf
o plf
o ft
() Yt:
;::.
H... (' +' incn2ases sLiding)
~i; F J X J. T Y 19 fliY:jr.: Ck' V,,),6.U...
WALL. & FOOlING DATA ------------------------
(100% ;::. full fixity) - 0 %
HT. /l,f30VE:: TUP SUPPURI
['):;T.. 10 TClP ~;I.JPPUH1'
ot:a.J V),3..1.1
I<EY [+~:PTH - () J.n
l<J:: Y lAl I un.! .. () ln
I<EY [II:,:)T IU TUE:. - 0 y.t:
:';;U(ll 11\113 [II ) CI<J.,IE~3:::; .. 1') In
,.
U. UU h:
:23.00 ft:
RET,I\I~ED :::;Cll!_ HT.,.. b. 00 ft:
:23..00
-J:-; ..~,
i ;"
T(JE VUCITH
HEEL WlDTH
1.:;0 ft
1.. ~:,O +"ot
.j'c)t:al Foc)ting trJidt.h ~ 3" 00 orOt:
(Tc)>:'=, Vhdt:h ;::. I_ocation ofYace)
I -~ - -- ." -- ..,...,.... ,...., _.. - - .... ,-.' --. CEJ\1EnAL SIJflf/lvIP,RY -~ --~,.... --.. -- ...... ..~ -.. - -....... --.... I
1 1
P,'''e",sun? 19 Toe
F)r'.e:'=':~:5ur"e l.d rle.el
/l,J1ov..la.bJc Pr"e'3:3"
" J , Ub8 p'5f
w. 1 , 77:~ p~';f
'W ,(:~ , 'SUO psf
::;Jidj.nC1 F "O,,~)..
'"~J~'l(J" UCI
Restraint fo~ce Req'd
;"" l". I C) n cif V.):"J J .. lll;~. '/ J bs
I /l,ddit:iona.l 1'~(O'stl' .'1i.nt
I
I....
r~~~~Cl \" d
.",;'):
UC)t~-t:.:()m .~.
U. U lb:'3
Ecc. 01' Re5ul tar)'t
I<ern Distance
- '''1.48'{ J.(',
;:; :Ln
Footi ngs 1'''V.Ja.v :3h".,:",'lr:
19 Toe
I.~ l-IeeJ
/\11ov~able Shedl
;::.
Sf" U I::>:',':i I
U"U psi!
~3 3, J I::>:":: i I
I
I
b. [!'/ :1 I
FocYl::in9 Uve'....l::un,in9
:3tabi 1 i t')/ RSI.tio
,on !
:;1 . 1. D I r'IC;, (.HI:;):I< II) Up{:;r:"
l'OU1'!. r~c; Dre::::.-; l UN ..... ~ - -... ....... - ..-.. ~.... ...- ...-......"
... ...1 012". .. ..H(-;,.c 1. 'f ' c: ... 3 'j () 0 0 tr',': 1.
1"t)3U :2,,~::.3'l F'y' -- 5U,UUU pS.l
f"'l,:",.tt',~:: l'l~J:J.U U [VlinH ;')'5t~{::~E'1 ~~5 N~ U"UUll~
f..t ~>. H ,~:. d.l [) :? g:3 eJ3E, ~)F) IJr'~.DE,R ~-lr,J::.L_ ,..) 1\1 .;/ / n
fi-:-tl"' l,,:)UO (;;B3) ".".""".".Heb21/" ChOIce'':.,,,,,,,,,,,.,,,,,,
~::>J.,,:;h 1..I3e.d Ie) Hccs j ",r'
~:;l idir'"l'] ('
I :;:;f) 11._. I.: H J C r I. eX,!
:';() I.!_ r U I\!I(';! .1:::(: I
I" .",,::::i:cw (::of
\//('1
0" ij
U :l...('1
-,:: ~J ~:} ~~:: .. () CJ
:::.';(.)..1....1.
F}I"'eE:'S" IVlul, 'I:"
H\/
f\,(; L F:'q"
1.J !.)V,k) I"d
l)ol,.\)nl",J,:? t'''d
~J" l
11/\u
(ilu
IVlu
De::;iqn
("Jnf::\ "-1l.JD,\.I ~:>h2~~~.r":
/\c'tu ,i'.J.
,(\ 1 1('")1/.1 ,1: H~:;,
I.:":'; .I
C1 it
i."<< 1 q ~;~:
La'l::'a,'''a.L PI"'essu n",
0..0 lby;
U" I) Jb,::
() "U .Lb'::~
F).:3s~:ive FJr"E:sSL!t'e
F~:r~.ict:ion Pl-~ess\..!f-'e'
/\c!c! II' 1 f~cwce Heq' d
0..0 J!y':
~ -' T (je ~~" ,,-
-"Hee.l ,,-
15..8'/1./"'r
U"O
15 " 8'/ 1. n .,
+k1 19
H"', 10'\
.)..:'1 hr.1
':':'/1. ~; ()
q~~ '1
tt6 ~ 34.92 34.92
11='1 (9 4'1.62 4'1.62
tt8 ~ 48.00 48.00
~S ~ 48.00 48.00
STEf\1 DESIGN BETWEEN LATE.RAL SUPPURTS .......nn..__..._..
1'y'~"I:.:~Onl"Y Data... 1" m - 2,500 pSl
._.............n Fs :::: 24,000 psi
LOt\D DUR/\T ION H\CTOR - 1
SPECl{.:I,L If'~SPECT IUN '?... Y
SOLID GROUT H\jG '? . . . Y
1::::LtWt,2::::MedWt,3::::NrmWt..
Conct-ete Data... 1" c -
. ..............:-... ....~ '''''..;.,...;..,:....'
"(:.
",.:...."."....,;..;....
Covet- ovel- Rebal- in:::: 3.00
F~u :::: f-l1u/bcJ"2 psi:::: 20.6
f"S REQ'D in"2:::: 0.151
3.00
3.9
0.151
IVJATEFUf\L TYPE.....
:\. : r"i::l~5, 2 : Conc
E.n! ::. f' 'm "
1"1 : ~~odular Ratio ::::
fUlov.Jal::;.le F'a ::::
1
'150
15.5
499.9
NC)MINP,L Tl-iJC;KNESS ::
10 in
------------- Fy
COf\jC. COVER OVU~ REHI\R ..
NUTE Y Y
rVI<3.xirnum fVloment UccU/-s at
4.60ft
above Top of Foot.ing
lop
.8 r'Ii::
. 6 r'l't:
.4 Hi::
.2 Ht
DISl . ABUVE F.Tb :::: 23 11 10 'I
Bf.\P f~ I Z.f. t! 5 k ,. c'
...) ,) -)
. . ",,,, ><.2:;,.:y'':''\:l'.:;".".h'')'"'-''~'''''
"3()
y/n
y/n
')
I...
3,000 psi
.. 60,000 psi
1.5 In
Bo.ttom
4.. 6 0 ft
(:; h
'.J ,J
8 (; HI
Ui\H SP,I\CINC .. (; (; 16 (;
... .O:Cntr,l:Edge '? 0 0 0 0 0 0
!+.?b"w 'd' 015i::.. :::: 4.'15 4.'lti 4.'15 4.'15 4.'/5 4.'/5 In
\t\lall Side w/Ten-sion: Eal-th Front Fr'ont Front F~ron.t Fron.t
rY}orn,,:~nt:... . Actual :::: "'15 1321 143':3 1'/94 2006 0 1'i::-H
[Vloment. . . . (\.I..LOH 31'10 31'1'0 1~180 31'/0 31'1U 31'10 ft:-Il
Shear. .....Actual - 1.U 1.0 1.0 1.0 U.O B.9 #
:3he'"il-.,.. . (\l..Lo\"" .. 50.0 50..0 50.0 bO.O bO.O !.:)U.O 1'1
I'v,,::,ll Vveig:"t . 98" 0 ~it;" Cl 9t;" 0 ~i8. 0 98" 0 98.0 pst
"IVI(\~3CNHY 2>TE.lV! UP,l/:;'"."........".. . .. . . " . .. . . . . . " . . . .. . . . " .. .. . . . .. . .. . . .. . . .. . .. .. " ..
I.nter"a.ction \/.3.l.ue - 0..0':1 0.4~) 0,,'15 Cl,,51 0..68 0.05
i-\ctU03.J 'fa ... 8 18 19 Zl ~)3 Z'i f.),,;].
fktualfb '" U) 344 4'16 46'1 522 0 pSl.
fVIUr"1E.f\!TS 1::1 l::Y\~:)f:. UF WPLL.......... Used to 1'i nd r"esu.1 tants g, eccentricities
( /\ bCAxt Toe 1.9 H(yttom of f~ OCyt i nq j
F:ol"ce (.1bs) Distance:' f\'lornent.
VE:T"ticaJ L.at:encl.1 <. f.t) (,f't...f) )
:~:;heEU'" [~;l top of foot i ng (, .tof) ...
IVloment 1.(;; l" 0.. i::. 'ff-om :".tern 1'i xi .ty.. ""
I\ct:ive pr"e3c":I."li"e l!~ hee.L ::::ide
1U31.U
1.00
3'i0"t:,
"'/'S, 0
o .4~)
U .4l1
Ac'ti_ve DreSSlJre r~ toe side
::::~C) i 1 I/\J:a
()vel'" heel
.. "44U.0
2" 6'/
Sut"'charqe lo,c:"ci C'\lei" 1",eeJ
[':out in:;:) 1"lei q :",'1::
::.:.>tE'1Ti
/\L)p1ie.(j .0'->:.i..::'.i.,J. l().3,d elf"l '_st:e::-rn
::::';.:).1.L h.lt? (~')\/e:t'" t"ue
.. '''b6.. '/
" -4:i~i.. U
"'-L~t)4. fj
~2 .. b r/
1 . ~::oO
1. ~E
1,,83
U" '/b
Cl.UO
:JOO" 0
. lb'.:-" U
fj..O
::.~,t) .Lc:':::~~.ci c)\/e.j''' t:C)E,;:
I ot.a, 1:.'.
"r;?bU. '/ lh",:
1031
o
181
.". ~3 ~~
...1173
-1'/8
-. b~)~~
,,<\320
...155U
"1:'3" 'ib
U
-i):J18.g f'!:+!
) (
El.O,::;EJ\1EN T HE T A 11\1 I f\!(3 lAiALL DE}:; 1 (::iN
DESCHIPl ION >> SJ,'~ 14b'/
>>.
---------- SOIL DATA ------------
t'\LLOW(.:\.BLE BEAFHI\lG - 2,500 pst
/\(:T IVE. FI_UID PRESS;::. 50 pef
.DE~31 (::jr\l FL_.LJ I [) FJF<ESS =:
(CotTeeted for backfill
SLOPE OF B(':\'cKF ILL. ;::.
(h()r'iz: vert, 0;::. level )
o pef
slope)
o :1
P,i.j.sSIVE LATEJ~AL
250 pst
~:;o LL. DENS I TY
:;3(JIL. HT U\JI::R TOE
110 pet
12 11"'1
(c;.';,.n..t e)<ceed t:op support ht)
--------- VERfICAL
(.:\,XIAL DL ON STEM
,6,X I.AL l_L ON STEM
" ""ECc. (Toe side
LOADS
T + T) .,
450 p1t
450 plt
1. 1.1"'1
SURCHARGE OVER TOE - 0 pst
SUHCH(,:\,f~GE OVER HEEL ;::. 100 psf
n.._....___ L,6,TERAL LOADS _n___nn_
L.(.:\, T ER(':\L L. DAD (.!"C T 1 NG ON
STEM (.:\,BOVE SOIL
;\UD'L. LATER(':\,L LO(.:\,D
"""TOP FTG" TO START
" " "TOP FH.3" TO END
18 pst'
(1
(1
o
plf
ft
ft'
",,," (T+T iner'eases sliding)
.. -.. - ....... W' -.. .... ,...... -......,...... v~(.:\.u_ 8, HJOT 11\113 0/),1 i-\ ",. -.. ,..... ,- - ",.w." ...,- ..-- ".. .,
~'is F.I >< 1 TY I.<:! l3,C6E OF v'JALL <.1. OU% :ofu 111' ixi 'ty) .. 0 :'-0
To'l::.3.1 [:00t:in9 1t,Ij,dt:h ;::. 3" UO 1'1::
(Tc)>.':: \'hdth :~ L.oca.tie,n of face)
GE,!'EHAL SlJlvj[VJ/),H Y .. - ., .. - ... .., - -- - .. - - .. -- .., - .. - - ".. -",.. I
HT" t'\f:'KI\,IE TOP SUFPClR[
L) J.~:;l" TU lOP ~:3UPPORT
r c.rt.3.1 V.Ja.L J. r-1e i ~~ll.I't
1<[( C'i:J')lH
I<F'{ V,lJCllH
i<'c.Y I) 1 :';T" ro lCk'
FI)() lII'~C III I eJ<NE::;::3
;::.
o 11"'1
o HI
Uft:
;::.
12 in
I)i-,',,~;,,:ur'e lei IDe .. 1." (1~J8 pst
r)I"(',,~::::,,:ul"'e I~l Heel ..;~ ,0~l3 pst
Al1~0able Press" .. 2,500 pst
:3.Liding i'..U"~:i" ::.,IJ~'::J,,()U
Restraint Force Req'd
,.>1' 1c'p clf lilkd.l :, 11 b .. '1 1 b-5
P,dcliticinaJ Re,,:'traint
:::?~~:~Cl 1 c! d t~ F3cJt.t-()tTI ::
() ,,0 .1 bs
I" "
I
0..00 i"t
:c~ 3 " OOf't
RETAINED SOIL HT".. G.OO ft ,
",:,
;<~ " 00 ft
1()F~ Ii,! 1. DTH
HFJ'::L VJ 10 1H
1 , ~)Oft
l"bO ft
Eo::.. of ReslLI.'I:,3Trt
r(er'n Di:sta,nc:e
~ ~'-'l.. g'1~::
.Hi!
C 11"", i
I
I
p"'::i!
psi i
Ix':;i I
I
Fooi::ings l"v~ay ~:ihear-:
[,j T C)'2
I~~ He'e 1
(,.\1 JC')I,,".JB.ble ~:::;heat~
~j .. G
0,,0
~;j3. J
F,()()t.l ng U\,iel-i::ul"ning
:':.;t<c\bi 1 ity Pc('tio
'1 'I? :1 !
'.0 ...., .,,, .... '" !
,:;J':,b 1.):,"';e.;:'1 r '::) t~I.",si:,,,;t
:';1. 1 D 1. r.le, CHEU<. lei H/\::::;r::
I..a 1::'2'I'.,C'31 Pr"e:'ssL.'I'e
';1 idin'J
I ::::;() 1 L. Fh' 11.:'1' J e)f')
:')) LI. IU i\ILI) Fe j
"') "r'
"yl.,/ r'l
U ,,<1
() .1n
1- .:~~_c.:'l:~()I'" c)i:'
;;c;::J'J'J .. (1(1
F);:.).:s?:-~ i\/e F)r--e<;:::2::':I,Jr"(:;:"
().. 0 Ib:"
U..O 11:15
U, U 11)':::,
f~:: i'" j.c:.t~ic)n F)/'-,,:'55U I~t:.:'
I~\cjd n / L f"-()t,,,c,>? p~?c:: I cJ
U "U JI:::o':,
::::,>::)1. 1 !.) I""""', S" IVII.I J '1"
1"3\/ i\C I. [CI, 'J-1
... ...H(""c.l
1,~~:c.J(Jlll\~Fj DF:.:.::~ J. Cli"'J ._" -' 'A~ ~~. -'" A__ ". M _w -^,--
f' c
3 'J 1.100 I)"':: ,1.
bU '. UOU pS.1
0,,00J4
r'~ y/n
j"e-)e""
f....II,1
1... I !)VV3 j"d
1, ~;, C 'I
tt"tI,,; ~:'" (J3U
(y'iu .. 1.:::'OI"',W",.,v>,j"'d
fili..! Uesi,'::JI"
()r'lf~' "'~,\L:-:-'i.\/ :~;~h::;~:.:) to'
f't.. H~' 41 U
itw:j:j;,; 1 'I b;.,: J
l),.:".;'I:l.1 ,cc; J
t"'., <~~; 1
~) " f,;
l\ 1 ! (V',l d .J!: ~::< ~:;,
"'I ':1",1
~~ '1 ~:J (3 ~:~
u
IVtl. n " !\s 'te'l".' J ""
t)~:~F:. :::;F) tJI~\!DE~~ r"U~:t'~L_ ,"',
?83
( ;':~83)
" , " , " " " " " "Peb,C),' C:hoicc:s".."",,"" " "
". !()C';''''''
"'HeeJ...,
U " I)
q':{ 'I
J.kl 1,:1
l~-::,..b'/ J.t.,,; ()"C,,, l!j"g'/ j.r';
tt:\::, Ir'{
'.:- /1 ~:-:n
'-;' /( r-:.~ n
#6 ~ 34.82 34.92
#7 ~ 47.62 47.62
#8 ~ 48.00 48.00
#8 ~ 48.00 48.00
SIB'I DE;3IGr\l BETWEE['~ LATERAL SUPPORTS '___"__"__"n...-..._'"
IV~,,,~::onl"'"y Data... f" rn '" 2 ,500 ps 1
------------ Fs = 24,000 psi
LOAD DURAT ION FACTOR::.: 1
SPECIAL INSPEClIOI\l '?... Y
SOLID GROUT I~~G '? . . . Y
1=LtWt,2::.:MedWt,3=NrmWt..
Concr'ete Data... f ' c -
Cover over- Rebar in=
3.0U
3.UU
3.8
0.151
Ru ::: IVlujbd"2
/l,s REQ' D
pSl::': 22.2
in"2= 0 .151
[\1f.\TE,RJAL TyPE.....
1 ~ Ni5l~5 , 2 ~ Cone
Em ::.: f'm ·
r-', : ~I\odular Ratio -
Allowable Fa '"
')
~,
75U
8.3
U.O
NO[\1II'~/lL TH I CI<NESS -
10 in
------------- Fy
CONC; . COVER OVER REHl\R ::.:
r\J()TE '{ Y
[\flaximum r'llament OCCUI-S at
4.60 ft
above Top of Foot.i.r.;;1
Top
.8 H't:.
.6 Ht
.4 Ht
.2 H't
[, 1 ~:> T. f.\13()\lE F T Ci
23
'1
11
10
4.6
s--z..,.
y/n
y/n
:2
3,000 pSl
- GO,OOO psi
1.5 In
Bcyttom
o ti:
BP.HSIZE fj 5 5 5 ~) '.) '.)
[3/\H ;:;P,cD J 1\1(;.. 8 cl 16 8 8 8 l n
....O:Cntr,1:Edge? 0 0 0 0 0 0
Reba,'" 'd' Di's.t.. ::.: '':'.00 5..00 5..00 ~)..OO 5.0U 5.00 .In
V~a.Ll ;3ide hll Tension: E..3.,....th FTC)n"t Front FTont h'''ont Fn::w.,t
r'\(>cnent:... .,c:,c.:;.tual - "'Ln 224b 244'1 3050 3410 0 ft:..t.t
1'Ilornent:.. . . f.\.UOhl -. 8'':'06 ~J506 4(382 ~:l~,()6 ~:l506 sse)::;; +t:"'11
;;:;h'2<3j""'.. . .. . . PctuaJ. .. 3,,3 3.3 3" 3 :';:.. :~; U.. 1 28.:2 tt:
:':;;hccw. . " . ./\..1..101.') .. 93.1 ~n.1 (33.. 1 '33.1 :'33.1 :33.111
Hall Height .. 1:20,,8 12U.. 8 120,,8 120,8 12U. 8 120.8 psi'
.1''I'IP.sCNRY ~:;TEr"l Uf.\T,Cl............"... .. . . . . . . . . . . . . . . . . . . . . .. . . . . " " . " " " " . " .. . ..
I.r,t(:"I"';,)ct:ion Value.. D..ClU D.DO O.UO O.UO 0.00 O.OU
f.ki:ual 'fa. .- U I) 0 U 0 () P:::;l
Actual fb .. 0 0 U () 0 U pSl
l'ij()f\1EI\!TS 1.9 BP,5E CF (fJ,6,LL.".."... Usec! i:C) find n'?su1 t:C3nt:s ('" eccentTic:iti(?5
(i\bout: loe I~l BO"tt.:orn of h:lcYti nq)
F~OI-ce (lbs) Dist:ance f\1ornent
\/el....t:jc;:,.l. Lab'?r'al (ft) ("I"t:-+1 )
::~:',ear [:~ t:e,p .;:;.ffoot:i ng \.. t:of)
IVlorneni: I~Jr ..C).I. "ft-om Sb"Hi fixi..ty
l\c:t:i\/E? Frr"e~s~:;ut'~~~ l.? he-:el 9;ide-
/\c~t:i\/e' pt--'~:?':-:~~:?:!..,11-~C~ 1::::1 TC)>2' sid(v;?
:':::.(:;.5...1. 1"leiQh.t: C/'.iel'" heel
I. oad e)ver" hee 1
1031 iJ
1.UU
3'i().~)
7'S .. c)
() . 4~3
0,,4,,1
2" 0'(
2.6'(
l.bO
,,/\.40.. U
,'" f:; F; " "/
:::':c)o'tir",(;) 1/\I>:;;:Xqht
s..tf.::'rn l.'\li~,:' iq i"'li::
/\!:op.l.:i.e.,j .'}/i.;,'..J. 1.o.,).d on 's.tern
C)\/ c::. l-'~ t, ()>,,5."
"43::,_ 0
?'/'"/~:3 ~?
1 .. ~)2
.. ..:iUO ,. (I
....1(-;:)" 0
1031
U
un
.... 3~)
....117:3
....1 ',i53
...Gb:;i,
...b32'/
0,.1)
1.. tl3 ....1r:~.:,(1
U" '1'S "123,, 'it)
U..OU u
lC),Si.d ()\/E~'r~ t.('):::::'
I(:eta..!.:,,:
.~ .<l'/db ~ 3 Jb:s
,.. 'l ::12'5.:3 ft:H
..-..... -..-- -- SOIL DATA ......----........- --...
PLL..Ot-JABU:' BEf..\HINC ... 2, tjOO pst
I~'::T IVE L..L\TEHAL - 35" 0 pef
. . . . . IVIP.><. PHESS" .. 0 . (J pet
. " " . ,,~::;L.Of:JE: PRE.~':;S".. (J . 0 pet
B!',CKF I LL SLOPE. :::: (J : 1
lh~-iz:vert,O::::Level)
PP,S~:; I VE PRE.SS. -
~3tllL DENS I TY -
SOIL HT OVER TOE ..
.... .... ... ...... -. L.,i.\ T ER,i\L I.. C),t\IX::; ...- ... - - .... - ... ...
L..P,ll'}<PL LOP,D P,C T I f\I(:l 01\1
;:~. TErri r~JjUVE. SO I L ....
IJES:FUV T ION > > St'J 14 b '1
>>
(.\DJJ'L. L..P,TERAL. LOP,!)
T(lP (IF FTel TO ~)T/\Rl -
TOP OF I.: Tel TU END
PE.T/\ I,'Jf:;;.D HE I GriT
l..\V\L..L_ t-l-j".. /\E~()\j'f=, ;::~C) 1. L ,,~
:<E'{ l)fPIH
1<.i".Y hllDTH
f<r::Y DlST TO TUE.
SURCHARC3E OVER TOE ::::
SURCHARGE OVER HEEL ::::
.. .. ..RESISTS ()\lEf~Tl..JRr'~lr.J(':l '-;)
loe : N
Heel
...............- !\DJi\CENT I:OClllr\je; ....-....----......
VE.RT I CPL 1_0/.\0 ...
LOAD ECCENTRICIIY -
FOOTINel WIDTH -
F TG. CL TO W/\U_ -
VE:RT. POSIT ION Of::; FTG.
.. .(''\'bove/Jjelo~\i: \,,+/-..1:::: 0 tt
~~J.+<Ei\D HJO II NC:l ') Y y / n
:;;;UOT If'JG DP"TP, --...- -... - ..._- -........ ...-... -...... - - .... ....
j'ft, TUE I'HDTH .. ~J 1'1:;
flCJ:L. V..,ll D T H --, 1. "b "f-t
Fit'.T (.\ I r'J 1 NG
450 pet
110 pet
1;~ H\
o pst'
o plt
0.00 ft
0.00 tt;
WALL. &
14ft:
1ft
I-Jl:'.,LL.
DES I Gr\j
>.>
o pIt
o pIt
o in
o psf
100 pst
y
y/n
y/n
___nnn VE.FH IC/\L LOADS
AXIP.L L)L~. ()f\J STEJVj :::
AXIAL LL ON STEr1J ::::
. . .ECCl Towan.:! Toe::::' +' )::::
o
0.00 ~n
o
o
Ibs
f't
t't
3D J.n loi:al t\lid.th ... 10 t:,D 1"t
12 in
U 00 ti: TH I Cf<f\jE:3::i .... 1:'2 J.n
.. ....... ..... ~)l.. I D I f'JC ('Ht:CI< ... ...... --""
FTCi/~':;CHL. FTUCT IUr'J .... U. 4U
~l)lIIC) [\IECLEcr .... U J.n
1" b'/
3 3 >t >3 ~;l r/
~~) tJ " 4
'J3, I.
3 ., ~)()
b" ~)U
~)2U..'i
Ls,t1an."-1 PI"essul"e
Passive Pressur-e
-." l~:':" t--'- i c-:, t: i () n
(~)b'/)
m____ - -.. ~;I.)rv1fY1,6,HY-" -.... - - -... ...- ..... - .... ........ - - ....- -.. ...... ........ - .... .... - - I
~. 1. '1 :.~ 61 ps +- F e~c.~t:or"s ()f'" Sa fe.t::/ : I
U pst Uvel...tun''',inC;:j 'm 1" 3U I
.. 2,500 p~t Sliding .. 1.57 I
- 25.50 In !
I
I"t:x:<. ~3hear [d TOE,' .. 5U. 42 psi AlJOI;L Ftg o rea. 1''' .. ~33.. 11 psi I
1'''15< ::31''''0:,~W l~1 HeEd .. (). OU psi !
..-------------------------------------------------------------------1
/\0::: '1:1..1 b. J
tY5J.:'::
F'n"'.,s:~u,".c (d To,",'
I"\"""C',:',":U ''''C [d Hcc.L
i~,J J.0I"'8bJe Pn?s':s..
E:r:: c:" cd:" r~ e~';~: c..! 1 -t.:;"7 rrt
F':':::::~.( -teli'" cd:
4,415 l.bs
,(1.,::,56 lkx3
2 "1 :3 b :::: J. Ll:'::~
;",dd'.1 l~or"Co2 Hcquin?d () J.b"'.
.. .......... FUUI Ji"~C; UL~; I cr'J ...... -..-........ ......-- - ............. ..... -. -- .....
---Ioe- --Hcel-- t'c .. 3,000
1, 'ib~:i U 0; bU,lJUCI pS.l
4b,5:39 0 rVI.i..n.. -",5 i'Jer-ccn't 0_001"1
14 , ',ilL' ~)~.:. '/ Uril I T :"P 1.)f;)['i'::H HfJ:':L:' "( \i / n
:;:;e,i J PI"":'';:;:::. ['ilu 1 '1:': "
13\' IV.: 1 I'::.('~.. '3-,,) r::'c;:f'~
1','1\) l...!p",I..'.'1.''''cJ t'.t"H";:
r-/!u ... L\:')l;..Jnl",kl.l"'d +'.t:"H:.~
l'.flu .Desi<;:)n t't"'H"
Ur",',,' .\<\1<,"\/ ~::;hc,';)r:
/\ J. J,c:'v'.k\L:..le' n:::-: j_::::
C:()\/~:~'j"~ c)\/er- F~e!),:;:.s.I'- in;::
Yc:!' J.fl=
Hu ;;;: IVlu/ bd' ?
p":; 1;;'
:'.IClII";;: .
::':("li-"llm'j.";::"+:':;;~' r''''l
I:. ',/
Hebal' Choice'",.
r Of:' Hee 1
In o"c. J~:i"U4
D"U
'.:l3..1
Z _ 'SU
::1" tiU
6.9
it /1
Ii IS
f~:1 :? 4eJ
I(~ .... .. ',I ~~
19 ~) 2(>,
I~ 'l 2U
19 9 47
Ii:? 11 9'.:3
1::1 It) 2:3
15l 1(>, 'il
It b
it 'j
H (>,
it :01
1-11U
1t11
:::;1' t:r"l !'If>; 1(;1\1
,,~ :::~-t"-"";:;:,n', C~,w".-"+ '"I fin','.;'
Z3 _ 3.1
:)3.. UF
4~.:. . 1]
4B..UU
48.0U
48..()()
48.. flU
fact:ored Mu ('" \lu
h~I:\'LL TYFiE.......
Top . . . . . . . . . . . . . Bottom
->4-
--------------------------------------
.
1 : [Vias; , 2 :Conc,:'I : Not Used 2 1 1 1 1
U:::.:~;IC~N I-EIGHT i~BO\lE FTG. - 0 0 () 0 () ft
FIEBP.H: 0: C:ntl'" , 1 : Edg'2 ') 1 0 0 0 0
'd' r;;CH DE;SJC3N .K, 7.56 0.00 0.00 0.00 0.00
. OE:S 1 GN Df>. T!\. . .. . . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. . .
It-'ll CI<M::::.s~; (norni nal ) - 10 0 0 0 0 l n
REHP,p SIZE ti 'i 0 0 0 0
h'LBAFI SP!\CING ;:;: 6 0 0 0 0 In
Latel-al L.oad [9 Section ;:;: 6,492 0 0 0 () U
I'v'bment:. .. . . !ktual - 32,035 0 0 0 0 ft-fj:
[\1oment. .. .Allow. ;:;: 34,466 0 0 0 0 ft-fj
:':;hE.~;;l.I~..... . Actual - 65.8 0.0 0.0 0.0 0.0 psi
Sheal-.... .P,LLoI/O- ;:;: 83.1 0.0 0.0 0.0 0.0 pS.l
...... Interaction Result - 0.929 0.000 0.000 0.000 0.000
Wall Weight - 125.0 0.0 0.0 0.0 0..0 psf
n : ~k~ular Ratio - 3.29 0.00 0..00 0.00 0.00
R,?bar t'rnbed Length - 12.;27 O.DO D.OO 0.00 0.00 in
. rr1f:',SUNP'( ~)TEM Din/.\. . . . . . . . . . . . . . . . . . . .. . . . .. .. .. . . . . . . . . . .. . . . . . . . . . . . . . . . . . .
f'm - 1,500 1,500 1,500 1,500 1,500 psi
Fs - 24,000 24,000 24,000 24,000 24,000 psi
(\LL. C[lL~) C:iROlJlt.:D ') I'~ I'~ N 1\1 N y / n
USE ~:::;PLC I !-\I.., I f)SP " ') f-,J I'-J ~-J N r-,J y In
L.O,3.('J lKlul-e.t:ion F;'3C~t:OI- ;:;: 1. DO 1.00 1.00 1.00 1.00 J.n
J:C)(-JCRf:'::IC: ~;;IEIYI [)/.\TA.".. . . . . . . . . . . . . . . . . . . . . . " . . . . . . . . . . . . . . . . " . . . . . " . . . .
f'c - 3,000 3,000 3,000 3,DOO 3,000 pSl
;:;: GO,OOO GO,OOO GO,OOO GO,OOO GO,OOO psi
:':,(II\'IfI'I/\R( ()F FC1HCES 6< f"!Cl!V1Ej\! T:3 ." '-.- ."._"" ., '" 'K
();'"
<: '-(}v'el""tu INTLl ng
tt ft
f'11ornents-><-' Hcsis,tir"g Moments ,.)
ft-" U ft ft-fj
Tn c.r F:cw'ce::
l\c~t::i\/e ;~~)().i. J t)l-es3"
::;:;'::)1J ovei" HeeJ
~;c)i.1 ()\/i,;?t~ TC)E"
'.),,2'/ 2326'/"
0.6'/ -'46.f;6
~:::;.LOi:)(:"d ~;oiJ l~ Heel
F,tq" 1 ,o,,'l.d
~:,;,ur.cl."lar'qe. Ovei- Hee:'l
~~I....J r"c l'''v::l r-qe cy\/(-? r" T ()12
P,:<.'i,'"J IJ),o",d 01"', V,J,,:, J. J
LOdd I:.J 1"'I"oj. V').:".J1
Pr',./el";,,'<;:jed ~;'tern \'I!t<o,,,
i\dded LJ''l.'i~''''I''',3,J I" (:;.'3.d
0.00 0
O"CIO U
U
CI"OO D
D"OO CI
F: ()(:)t:_.i. ('!I~:;J L\Jc~..1". S11",t~
VI,I(::, f-"j't
\/el"'tj(>".1
.:::,'F" /.\c t:i\/e !:)i.ue.:::~::;.c~t~'e ~
T'C)')''':''~'~,.J. ;':':',
':ij,:"\iI4" T/
:C:3:??U, 5::)[!3,,::I
U"U
Pe',:.; ""I':,:i.nq 1<::;1:, ',j" I.,)-,":ecl F:(;.;' :;)C,jJ l)i"',~,,.S5t.!;'''e' "'.
( \/0';'''1:'
10~;f3.'i
~~DO.U
CJ"O
0,,0
bb.. '1
U.U
CL CJ
1B'/5.0
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AC>r l\/E U\TE.R{lL '^ 35.0 fX;i'
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Toe : N
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.- -...."... -... (I,DJACEr>JT HJOT I h!Ci ...-............ -."
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1 ft HEEL VHDIH .. 1. ;:) ft
o ps'f
100 pst
450 pet
110 pci'
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1
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31.24
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--Ioe-' "'-Heel f'c " 3,000 PS]
2,148 0 .. bO,OOO pSl
11.. U88 (I 1'''1.\1'',.. (.\:s F\,,'rceryt U.. UU1,1
2..::312 C03 C)lvlll ::~p l.NDUI HE.EL? Y y/n
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31.2
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REBAR: 0: Cnt!- 'J 1. : Edge ';> 1 0 0 U 0
'el' FOF? rX:SICiN "' b..63 0..00 0.00 0.00 0.00
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THICI<.NESS (nornin,:,:"l) - 8 0 0 0 0 in
f~E.BPR SIZE f1 6 0 0 0 (J
FEBAF? SPP,CINC; - 12 0 0 0 0 in
l...atel-al l...oad 19. Se::"Ction - 2 ,824 0 0 0 0 t1'
IVlorrent:. " . . Actual - 8,21 '! 0 0 0 0 ft-#
[Viornent..."Allow.. - 10,281 0 0 0 0 f.t-:j:j
:';;hear-. . . . . ActLE' 1 - 38 . 2 0 . 0 0 . 0 0 . 0 0 . 0 ps 1
Sheat-.... .P,llol/~. - ~n.1 0.0 0.0 0.0 O.(J pS.:l
." ..Irrteraction Result - 0.886 0..000 0.000 0.000 0.000
vh:\.U \,\Ieiqht ... 100. (J (J. 0 O. () (). 0 ()" (J pst
n : I'/Iodul.ow Ra.tio... 8.28 0.. 00 0.00 0.00 0.00
Reb.3r Embed Lel",\.j'th - 10. n. 0.00 0.00 0.00 0" 00 J.n
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f'm - 1,500 1,500 1,500 1,500 1,500 pSl
F;5 .. 24.,000 :24.,00U 2ll,OUO 24,000 24,000 pSl
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3"5~j 7<4.:24"2
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PLI."UW/.\BLE BEN~lM3
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I !\lJo,,'~"3.bJe Pi"'('?SS"
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0.00 t't
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Y
y/n
y/n
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1.8:,
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8:21 lbs
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1. : [Vias, 2 : Cone, ;3 : [\lo.t Used :.: 1. 1. 1 1.
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rl-'!FJ<NE:5S (norn i n,,( 1 ) - 8 0 [I 0 0 in
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l_.3:ter"a.l L..oad {<j Section ... 961 0 0 0 0 11
i'v'brrl<O':mt. . . . Actua.l - 1, 84G 0 0 0 0 -ft-:jf
f\1offiE'rrt. . . . P,Jloil.J. - 8,206 0 0 0 0 f't-tj
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;::.;hea''".... .P,UOI;.J" -- 83.1 0.0 0.0 0.0 0,,0 pSl
.".. Irrteraction Result = 0.225 0.000 0.000 0.000 0.000
1,~a.LJ hlei~:lh.t '" 100.0 0.0 0.0 0.0 0,,0 p,,;f
(, :: j'llodular Rat:io ;::. 9.29 U"UU U.UO 0.00 0.00
Fieb.3r Embed Length -- 6.00 0.00 0.00 0.00 0.00 HI
.. rI1P,;''i(Jr\lH\( ~:;TEM DrAT,I\...""...."...."...... . . .. .. .. " .. . .. . , . . . .. .. .. . . . . . . . . . . .. . . . . . . . . .
f'm - 1,500 1,500 1,500 1,500 1,500 psi
F: - ::4., UOO 24,,000 24, DUO :::4,000 24,000 pSl
P.,LL. C:f::LLS CPCiUTE:.D .,.~ r'~ r'~ 1\1 N N y In
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7515 NE Ambassador PI, Suite E
Portland. Oregon 97220
(S03) 288-0304
( FAX) 288-2331
FAX COVER_SHEET
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------------------------------.----------------.----------...---.----------
Application Date
Issue Date
Assessor Acct #
8:i te Location
Owne~ - Last Name
- street
City
- Phon,.]
Tenant's Name
Agent's Name
A~chitect's Name
06./28/199~!
07/11/1994
,Application NUfnba~
i? en])i.. t Number
,) 4.;Pi) 'j-' _)..i
.155.33
3::7?? ~~~.~e8!wt)C - -
Pr'.Jject (}rc'U.p
S.A..FEWA'Y S*1'rJRE
93-8 S, CALLOW
First
1'11
BREHEH'I'ON
(206)
state ~A Zip 9S310
'p-~.tone ( 2tj '.5 }
? b':)118 ( ::: G :".) 'i
[X} Building ,- ] Gr-ading r -I Siqll
L t .I
r ] t4echanical [ 1 Move Bui 1 eli fl,C} r- 1 Burning
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I: ] Plumbing r 1 Mob 1 e H()me I Land cl.::3l:
l .I
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Building Contractor:
--------------------.-------------..-------.--...----.---.--"-..--
'Cont ractcr
street
City
Phol1r:'
Representati '-1':::
state License #
Ci ty LL:ense #
Nature
Fice
of .~\jock:
spri nit i :=r
TRIANGLE FIRE PROTECTION INC
PO BOX 264
WC~Or:' I NV I'LLE
i: ~ 0 6) 4 8 2 ,- 5 2 11
state WA Zip 98072
-I
'rRIANPP2740!?
Expication Date 06/30/1995
(Expi ra t i en Da t,=
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PLEASE CALL FIRE DEPT FOR INSPECTION, (478-5384)
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3uildlng Val~ati~n
:;;36000. GO
Ccuncil District
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B R E MER T 0 N B U I L D I N G D E P A R T MEN T
P E R M I T A P P L I C A T I 0 N
---------------------------------------------------------------------
---------------------------------------------------------------------
Application Date 06/28/1994
Issue Date
Assessor Acct # 3735'--o;;Z3-oeJ/-cXJ--
Site Location 938 S. CALLOW
Owner - Last Name
- Street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[ ] Mechanical
[ ] Plumbing
Application Number 94AP07734
Permit Number
Project Group
SAFEWAY STORE
938 S. CALLOW
BREMER TON
(206)
First MI
State WA Zip 98310
Phone(206)
Fhone(206)
[ ] Grading
[ ] Move Building
[ ] lYlobile Home
[ J
[ ]
[ ]
Sign
Burning
Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - R-.I: -C- E -,- V- E D
JUL 2 r 1994
Building Contractor:
Contr'actor
street.
City
Phone
Representative
State License :it
City License if
TRIANGLE FIRE PROTECTION INC
PO BOX 264 5OL/1
WOODINVILLE 5;;).,/ /
\l~#~~~ate WA Zip 98072
TRIANFP2740P Expiration Date 06/30/1995
Expiration Date
Dept. of PutliiC ViOiKt> and
Utilities
City of Bremerton
l\l'ature or Work:
Fire sprinkler system.
Residence [ ]
Business [X]
Other []
New [ ]
Repair []
~model [J
\711X::t ~~~~W1i
~
Council District
Construction
Type
DEFT FOR INSPECTION. (478-5384)
$36000.00
8
Census Tract
Sq Feet
Zoning
. Type
(;7)~atus
J CQr1e
J!
2
Inspections
Required
Foundation [ ]
Framing []
Insulation [ ]
Plumbing []
Mechanical [ ]
Wallboard r ]
<-
Final [xj
"
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TRIANGLE FIRE PROTECTION INC.
'..
'P.O. Box 264.19201 Woodinville Snohomish Hwy.
Woodinville,Washington 98072
(206) 483-5211 . 527-5211
Wa. State Contractor Lie. No. TR-IA-NF-P2740P
2P,~ -4-t:!:l
~
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AVE.,
vVA
JObNOme~W-A-Y 5~ ~14ro7
Address~ CAt.J..DN Mf: WJ1i1 <;-ri2Fm-
_P>QE~oN 1 vVA
Our Controct No. q-4- j '3
To
Alln:
P~E.. ~ 47B-.53~u
We ore s~nding
o Enclosed
o Seporately
o Preliminary Dwg.
'12f Shop Drowings
(0.... Revised Dwgs.
o Additional Dwgs.
o Approved Dwgs.
o literoture
o Test Certificote
~ For Approval
/g Per Request
o For Construction
o For Your Files
o Acceptance Inspection
o
No. of
Copies
Dwg. No.
Description
Remarks
NOTICE TO OWNERS REPRESENTATIVE: Enclosed plans show aclual piping arrangement. Elevations ore denoted on Ihe pions, also locations from walls, columns,
etc. Your immediate review is requested. If you plan any new additions, equipment or changes in storog. and handling or if conflicl exists with other trod.s,
pleose contoct the writer immediately. Plans hove been submitted to the Approv ing Insurance Authority, ond upon receipt of 011 approvals, plans will be released
for pre.fobricotion.
IN ORDER TO GIVE YOU THE BEST POSSIBLE SERVICE. NO RESPONSE BY
RECEIPT OF INSURANCE APPROVALS MATERIAL Will BE PRE.FABRICATED.
Will INDICATE YOUR ACCEPTANCE AND UPON
Copies To
Please return 3 copies to this office beoring your stamp
of approval or comments.
-1:Nro _ h ~
-----
TFP 002
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E MER TON
B U I L DIN G
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REC~IPT # 087414
Building
62--322.1001
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* This Is Not A Permit *
D E PAR T MEN T
/
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perluit Fees Amount Paid
;f-j_J3J'059,z /1/,~_/A:3 ;..50
/'-),. ..,../:;J ~ .;,,,- j- (,../I,.,/{ {;.A.'
\../. .
other Fees
Zcming Fees
$ 323.50
-----------------------
---------~------~------
$ 323.50
~.
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( {-, ,i
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Jun" 2 8, 1 9 9 .r .'
Plan Check F'ees Amount Paid
$ 210.28 $ 210.28
-------------.----------
_____________~~___o'_._____
$ 210.28
62-345,8300
Gan Payment
Other Fees
Energy Charge
state siC
643-237.13
Total Fees
Amount Paid
Prior Payment
Balance Due
On 06/28/1994
For 'If 9AAP07 7 34
():
,-,/
$ 210,28
$ 4.50
$ .00
$ 4.50
---------
-..---_._-~--
Co 538.28
-.'
S 538.28
... .00
y
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B U I LOX N G
D E PAR T MEN T
=====================================================~~~=============
PER M I T
A P P L I CAT ION
Application Date
Iss'..!e Date
Assessor Acct ~
Site Location
Owner - Last Name
- Street
- City
- Phone
TenantVs Name
AgentVs Name
ArchitectOs Name
[X] Building
[ ] Mechanical
[ ] Plumbing
06/28/1994
Application Num r 94AP07734
Permit Number
Project Group
938 S. CALLOW
SAFEvJAY STORE
938 S. Cj..~LLOW
BREMER TON
(206)
First
MI
state WA
Zip 98310
Phone(20S)
Phone(206)
r J Gri:Ading
[ ] Move Building
[ ] Mobile Hema
[ ] Sign
[ ] Burning
[ ] Land Cl~ar
[ ] Paving
l 1 Dndergt"o d
[ ] Demoliti
---------.-------------------------.---------------------------------
Building Contractor:
Contractor
street
City
Phone
Reji)resentative
state License G
City License D
TRIA~GLE FIRE PROTECTION INC
~go~~~vi~iE 5d1 ,,5;9-1 I
\leA,,r~'C5r~ate WA Zip 98072
TRIANFP2740P Expiration Date 06/30/1995
Ei!piration Date
\
\
\
\'
\
\
\
\
Nature of V:ork:
Fire sprinkler system.
PLEASE CALL FIRE DEPT FOR INSPECTION. (478-5384)
0-1<. ~Kop ..
~~~ ~ ~~~~~~i~ ~~;~;~ ~~- - - - - - ~ - - ~~~~;~~~: . ;;~~~fij.~ &/Eo-rni - -- - _.._-
Construction Sg Feet JU~ .4;.l V1mf~e'jons
Type ,'f!t;1}1:J,ui red
RREMEQTON
Residence [ ] Zoning 8U1LDING D{i/)tmdation [ ]
Business [Xl Type ...'~lltrMfNf []
Other [ 1 Insulation [ ]
New [ ] Plumbing []
Repair [] st~tus Mechanical l ]
Remodel [] Code Wallboard .[ ]
_ Addi~ion [] 12 Final [X]
~~~~~fC"""=="=="="""""==""=='="=="=="=====""="=="="==""=""""
M-E-M-Q-R-A-N-D-U-M
\
JULY 28, 1994
TO:
BONNIE KRAUSE
FROM:
DEREK SKANES
SUBJ:
SAFEWAY FIRE SPRINKLER SYSTEM
BUILDING APPLICATION NUMBER: 94AP07734
SITE LOCATION: 938 S. CALLOW AVE.
TAX LOT NUMBER:3735-023-001-00--
OWNER: SAFEWAY, INC.
A 8" DCDVA has been installed for backflow prevention. The fire
sprinkler system does not conflict with utility systems located
within the 9th Street right-of-way.
COMPLETED BY: ~t Q/{"tk... ,-~Jt~ /fA Lq .J DATE
LOGGED IN 7-28- 9+ LOGGED OUT
8 -1-9 4
8-1-'?~
NOTICE OF PERMIT REGUlATIONS
This permit shall become null and void if the building or work authorized by this permit is not commenced
within 180 days from the date of such permit, or if this building or work authorized by such permit is
suspended or abandoned at any time after the work is cOmmenced for a period of 180 days.
NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see
to it that the required inspections are made. The permit holder must notify the Building Official when ready
for the inspections. Failure of the permit holder to notify the Building Official of required inspections may
result in the stoppage of the work until such time that the permit holder can substantiate to the building
official that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial
burden shall be borne directly by the permit holder. Failure to substantiate code requirements will indemnify
the City against any and all responsibility or liability connected with the construction.
I hereby certify that I have read and examined this permit and know the same to be true and correct. All
provisions of laws and ordinances governing this type of work will be complied with whether specified herein
or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any
other state Q loca1law regulating construction or the performance of construction.
8- 3-94
Date
I certify that I am exempt from the requirements of the state contractor's registration law, under Sec. 3,
Chap. 126, laws of 1967.
Signature
Date
Permit Number
pcrmil.doc
~
~ , ~: '~-*'.-t:"
RECEIVED
JUL 1 1 1994
TRiANGLE FIRE PROTECTION
f [Hr.. PROT F:CT rON CONTRACTORS
~:ll. BOX 264 WOODINVILLE, WASHINGTON 98072 483-5211
THE DYKEMAN ARCHITECTS
H Y D R A U L I C C A L C U L A T ION S
PREPARED FOR
SAFEWAY - BREMER TON (ROOF GRID) .21/2000
94-13
W ATE R
SUP PLY
STATIC PRESSURE (psi)
RESIDUAL PRESSURE (psi)
RESIDUAL FLOW (gpm)
72
66
1163
BOO S T E R
P U M P S
NUMBER OF BOOSTER PUMPS 0
S P R INK L E R S
MAX 1 MUM SPAC ING OF SPRINKLERS ( ft ) 11 .79
.r.t1p',,'TMIJr1 SPACING OF SPRINKLER LINES (ft) 11
lJJSCHARGE DENSITY (gpm/sq. ft.) .21
lHfS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .21 gpm/sq. ft.
FOR A DESIGN AREA OF 2000 SQ. FT. OF FLOOR AREA
THIS SYSTEM REQUIRES A FLOW OF 448.07 gpm AT A PRESSURE OF 50.67 psi
AT THE BASE OF THE RISER (REF. PT. 5)
---_.----~...,-
~ HAR[l:S ENGlf.!f:TRlr'..G .
("IJ' ......~ -,
. NO EXCEPTIONS T~~~~l/r;!,AL i~EVIEW
I U REJECTED 0 NOn MARKINGS
JUL 0 8 1994
fn?lfleer's rev,ow '< 10' .
.Ailr~ir.gs Oi ca~ "n.' ~,.r;::I;;1 CO~:~rmal1c . . .
the Prol~ .".. me.. ($ ,0;;,1 nor b~ r, e .1',11 Wt "~~/Gn con
hi detail; ~,~~";~eal1(l SiiCClfiC;;;;'JI1S, .~;'~:~~rtO ~s Teliev;." the Con~~~~~nal contract documents
(aIJrle'" , u. .lJr~cy. r,c, 'ccof,. '. <,.,.. ures themfr Th . ~ uf rom campI . .
, :,JdOnpn,:;;s.:;;;, '0 .". ...m"lg;,;!dc,-.rr2"" ~ om., econa3C'or . rance'Nlth
l,()n'fJCtiJl W ,ef/i~:i:v~, ,,:.''::If:U:S 0; ~';se~bi,~d'''l~ ell aUiJnti/i~ and dj~Q~:mams responsibi
. Q I u,fTk",;o;;~ ~' ,oj, <, .,. ;,Jnn 10f pertormino "0 ~ ~lOns, lor select;n'
. . -- .'Oe ~c!=:~ ora . ,: · 01> \IIor* In a sale I
- ef/n~ matenals and . manner.
equIpment.
RECEIVED
JU~ 3 Q \994
-mE DYKE.MAti l\~C\U1EC1S
Illt
~l
REVIEWED BY \
C.S.!. CONSTRUCTiON
o APPROVED AS SUBMITTED
o APPROVED AS NOTED r
o REVISE & RESUBMiT 1
B"PEND1NG ARCH &ior ENG REVIEW
Date By
. ,
TRIANGLE FIRE PROTECTION
~IRE PROTECTION CONTRACTORS
SA~EWAY - BREMERTON (ROOF GRID) .21/2000
94~13
PAGE 1
. ~ - ".... .-- ,". "...", .- ..... - -- - --- -- --- - """ ---- ----......----------------------------.......... --------- --_......
. . .. - ..- ~ . _.......,...... .-......... -- --... .......... --...... ,...- -----------------------------------------------------
SPRINKLER SYSTEM ANALYSIS TO SHOW THE MAXIMUM DENSITY AVAILABLE
WITH ZERO PRESSURE REMAINING
THE FOLLOWING SPRINKLERS ARE OPERATING IN:
1">< j TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA
REF. PT. K ELEV. FLOW PRESSURE
ft gpm psi
205 7.34 20.50 31.31 18.19
206 7.34 20.50 30.70 17.49
207 7.34 20.50 30.59 17.37
208 7.34 20.50 30.62 17.40
209 7.34 20.50 31.02 17.86
225 7.34 20.50 31.32 18.21
226 7.34 20~50 30.71 17.50
227 7.34 20.50 30.61 17.38
228 7.34 20.50 30.65 17.43
:::2Y 7.34 20.50 31.05 17.89
245 7.34 20.50 31.47 18.38
246 7.34 20.50 30.85 17.66
247 7.34 20.50 30.75 17.55
248 7.34 20.50 30.80 17.61
249 7.34 20.50 31.22 18.09
265 7.34 20.50 39.49 28.94
THE SPRINKLER SYSTEM FLOW IS
503.18 gpm
THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO.1 IS
( ] THE INSIDE HOSE [ ] RACK SPKLR'S.
l I YARD HYDT. FLOW IS
THE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS
250.00 gpm
0.00 gpm
0.236 gpm/sq. ft.
THE FOLLOWING PRESSURES & FLOWS OCCUR
---) AT REF. PT. 1 (---
STATIC PRESSURE 72.00 psi
RESIDUAL PRESSURE 66.00 psi AT 1163.00 gpm
TOTAL SYSTEM FLOW 753.18 gpm
AVAILABLE PRESSURE 69.32 psi AT 753.18 gpm
MIN. PRESS. REQUIRED 69.32 psi AT 753.18 gpm
PRESSURE REMAINING 0.00 psi
THE ABOVE RESULTS INCLUDE 8 psi FRICTION LOSS AT REF. PT. # 2 FOR A
I I BACK FLOW PREVENTER
\~ DETECTOR CHECK VALVE
[] METER
[J OTHER DEVICE
TRIANGLE FIRE PROTECTION
FIRE PROTECTION CONTRACTORS
SAFHJAY - BREMERTON ( ROOF GRID) .21/2000 94-13
PAGE 4
..-.---.-------------------------------------------------------------------------
FROM TO FLOW PIPE EOV. H-W DIA. FRIC. ELEV. FROM TO DIFF
( gpm ) ( ft ) ft. C ( in) ( ps i ) ( ps i ) ( ps i ) ( ps i ) ( ps i ) .
..~.__...__'r__.______________________________________--------------------------
66 67 -8.03 11.00 0.00 120 2.23 0.00 0.00 23.14 23.15 -0.01
67 68 -71.89 11.00 0.00 120 2.23 0.04 -0.87 23.15 24.40 -0.39
68 69 -53.66 9.50 0.00 120 2.23' 0.02 0.00 24.40 24.60 -0.20
69 70 -:-38.23 9.00 0.00 120 2.23 0.01 0.00 24.60 24.70 -0.10
70 71 -24.03 11.50 14.38 120 2.23 0.00 0.00 24.70 24.82 -0.12
71 72 -11.31 8.00 0.00 120 2.73 0.00 0.00 24.82 24.82 -0.00
14 74 0.00 2.00 12.07 120 1.75 0.00 0.87 36.75 35.88 0.00
15 75 25.53 2.00 12.07 120 1.75 0.02 0.87 35.17 34.06 0.24
16 76 22.96 2.00 12.07 120 1.75 0.01 0.87 34.14 33.08 0.19
17 77 19.13 2.00 12.07 120 1.75 0.01 0.87 33.09 32.09 0.14
18 78 15.89 2.00 12.07 120 1.75 0.01 0.87 31.93 30.96 0.10
19 7g 12.37 2.00 12.07 120 1.75 0.00 0.87 30.85 29.92 0.06
20 80 9.74 2.00 12.07 120 1.75 0.00 0.87 29.88 28.98 0.04
:~ 1 81 8.27 2.00 12.07 120 1.75 0.00 0.87 28.92 28.03 0.03
22 82 8.23 2.00 12.07 120 1.75 0.00 0.87 28.00 27.11 0.03
23 83 9.72 2.00 12.07 120 1.75 0.00 0.87 27.13 26.22 0.04
24 84 60.91 2.00 12.07 120 1.75 0.08 0.00 26.30 25.06 1.24
:,:.5 85 28.78 2.00 12.07 120 1.75 0.02 0.87 25.74 24.58 0.29
26 86 73.92 2.00 12.07 120 1.75 0.12 0.87 25.34 22.78 1 .69
27 87 73.63 2.00 12.07 120 1.75 0.12 0.87 25.12 22.58 1.68
28 88 73.47 2.00 12.07 120 1.75 0.12 0.87 25.06 22.52 1.67
53 113 0.00 2.00 12.07 120 1.75 0.00 0.87 31.01 30.14 -0.00
54 114 -25.53 2.00 12.07 120 1.75 0.02 0.87 31.01 30.38 -0.24
55 115 -22.96 2.00 12.07 120 1.75 0.01 0.87 30.96 30.29 -0.19
56 116 -19.13 2.00 12.07 120 1.75 0.01 0.87 30.81 30.08 -0.14
57 117 -15.89 2.00 12.07 120 1.75 0.01 0.87 30.41 29.64 -0.10
58 118 -12.37 2.00 12.07 120 1.75 0.00 0.87 29.89 29.09 -0.06
59 119 -9.74 2.00 12.07 120 1.75 0.00 0.87 29.21 28.44 -0.09
60 120 -8.27 2.00 12.07 120 1.75 0.00 0.87 28.42 27.63 -0.08
61 121 -8.23 2.00 12.07 120 1.75 0.00 0.87 27.50 26.72 -0.08
62 122 -9.72 2.00 12.07 120 1.75 0.00 0.87 26.46 25.69 -0.09
",] 123 5.41 2.00 12.07 120 1.75 0.00 0.87 26.13 25.24 0.02
b4 124 6.54 2.00 12.07 120 1.75 0.00 0.87 24.15 23.27 0.02
65 125 64.15 2.00 12.07 120 1.75 0.09 0.87 23.37 21.21 1.30
66 126 63.76 2.00 12.07 120 1.75 0.09 0.87 23.14 20.98 1 .29
b7 127 63.87 2.00 12.07 120 1.75 0.09 0.87 23.15 20.99 1.29
b8 128 -18.2:3 2.00 12.07 120 1.75 0.01 0.87 24.40 23.66 -0.13
h'-;I 129 -15.43 2.00 12.07 120 1.75 0.01 0.87 24.60 23.83 -0.09
70 130 -14.21 2.00 12.07 120 1.75 0.01 0.87 24.70 23.91 -0.08
n 131 -12.72 2.00 12.07 120 1.75 0.00 0.87 24.82 24.02 -0.06
72 132 -11.31 2.00 12.07 120 1.75 0.00 0.87 24.82 24.01 -0.05
74 301 0.00 2.08 12.07 120 1.75 0.00 0.00 35.88 35.88 0.00
301 302 0.00 6.00 0.00 120 1.75 0.00 0.00 35.88 35.88 0.00
IRrANGLE FIRE PROTECTION
FIRE PROTECTION CONTRACTORS
.,AFEWAY - BREMERTON ( ROOF GR I D ) .21/2000 94-13
PAGE 5
_._._.._~~___~.,._.__.._.'_,__.~_______~._________.~______________.______________________v________
FROM TO FLOW PIPE EOV. H-W DIA. FRIC. ELEV. FROM TO DIFF
( gpm ) (ft) ft. C ( in) ( ps i ) ( psi) ( ps i ) ( ps i ) ( ps i )
.'~ '. .-- ~... ~... ~.. .... __ <'_ 'v _ ........ ..." __ "" _ _ _ _ ....., _ _ ..... _ _ _ _ _ _ _ _ _ _ _ - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - - - ........ .-
302 303 0.00 9.25 12.08 120 1.75 0.00 0.00 35.88 35.88 0.00
303 304 0.00 9.29 12.08 120 1.75 0.00 0.00 35.88 35.88 0.00
304 305 0.00 6.00 0.00 120 1.75 0.00 0.00 35.88 35.88 0.00
305 306 0.00 6.00 0.00 120 1.75 0.00 0.00 35.88 35.88 0.00
306 307 0.00 6.00 0.00 120 1.75 0.00 0.00 35.88 35.88 0.00
:307 308 0.00 6.00 0.00 120 1.75 0.00 0.00 35.88 35.88 0.00
308 309 0.00 6.00 0.00 120 1.75 0.00 0.00 35.88 35.88 0.00
309 310 0.00 6.00 0.00 120 1.75 0.00 0.00 35.88 35.88 0.00
310 311 0.00 6.00 0.00 120 1.75 0.00 0.00 35.88 35.88 0.00
311 312 0.00 6.00 0.00 120 1.75 0.00 0.00 35.88 35.88 0.00
313 113 0.00 112.83 36.23 120 1.75 0.00 0.00 30 . 14 30.14 0.00
75 114 25.53 171.46 48.30 120 1.75 0.02 0.00 34.06 30.38 3.69
76 115 22.96 165.96 36.22 120 1.75 0.01 0.00 33.08 30.29 2.79
77 116 19.13 167.46 36.22 120 1.75 0.01 0.00 32.09 30.08 2.00
78 117 15.89 165.46 24.14 120 1.75 0.01 0.00 30.96 29.64 1.32
79 118 -12.37 165.46 24-.14 120 1.75 0.00 0.00 29.92 29.09 0.83
80 119 9.74 165.46 24.14 120 1.75 0.00 0.00 28.98 28.44 0.53
81 120 8.27 165.46 24 .14 120 1.75 0.00 0.00 28.03 27.63 0.39
8') 121 8.23 165.46 24.14 120 1.75 0.00 0.00 27.11 26.72 0.39
<-
83 122 9.72 165.46 24.14 120 1.75 0.00 0.00 26.22 25.69 0.53
84 123 -5.41 165.46 24.14 120 1.75 0.00 0.00 25.06 25.24 -0.18
32 128 18.23 94.58 12.07 120 1.75 0.01 0.00 24.60 23.66 0.94
33 129 15.43 94.58 12.07 120 1.75 0.01 0.00 24.51 23.83 0.69
34 130 14.21 94.58 12.07 120 1.75 0.01 0.00 24.50 23.91 0.59
35 131 12.72 94.58 12.07 120 1.75 0.00 0.00 24.49 24.02 0.47
36 132 11 .31 98.58 36.23 120 1.75 0.00 0.00 24.49 24.01 0.48
88 201 73.47 8.83 12.07 120 1.75 0.12 0.00 22.52 20.04 2.48
201 202 73.47 11.79 0.00 120 1.75 0.12 0.00 20.04 18.64 1.40
202 203 73.47 11.79 0.00 120 1.75 0.12 0.00 18.64 17.24 1.40
203 204 73.47 11.79 0.00 120 1.75 0.12 0.00 17.24 15.83 1.40
204 205 73.47 11.79 0.00 120 1.75 0.12 0.00 15.83 14.43 1.40
205 206 45.59 11.79 0.00 120 1.75 0.05 0.00 14.43 13.85 0.58
206 207 18.27 11.79 0.00 120 1.75 0.01 0.00 13.85 13.77 0.08
207 208 -8.97 11.79 0.00 120 1.75 0.00 0.00 13.77 13.80 -0.03
208 209 -36.23 11.79 0.00 120 1.75 0.03 0.00 13.80 14.17 -0.38
20Q 210 -63.87 11.79 0.00 120 1.75 0.09 0.00 14.17 15.25 -1.08
210 211 -63.87 11.79 0.00 120 1.75 0.09 0.00 15.25 16.34 -1.08
211 212 -63.87 11.79 0.00 120 1.75 0.09 0.00 16.34 17.42 -1.08
212 213 -63.87 11.79 0.00 120 1.75 0.09 0.00 17.42 18.50 -1.08
LL~ 214 -63.87 7.21 0.00 120 1.75 0.09 0.00 18.50 19.16 -0.6€->
214 127 -63.87 7.92 12.07 120 1.75 0.09 0.00. 19.16 20.99 -1.83
H7 221 73.63 8.83 12.07 120 1.75 0.12 0.00 22.58 20.08 2.49
..;:'21 222 73.63 11.79 0.00 120 1.75 0.12 0.00 20.08 18.68 1 .41
-
IRIANGLE FIRE PROTECTION
FIRE PROTECTION CONTRACTORS
SAFE WAY - BREMERTON ( ROOF GR I D ) .21/2000 94-13
PAGE 6
..... '. --- ~~ '-'- -., -... -- -....- ---- ------- ---------------------------------------- ----------
FROM TO FLOW PIPE EOV. H-W DIA. FRIC. ELEV. FROM TO DIFF
( gpm ) ( ft ) ft. C (in) ( ps i ) ( ps i ) ( ps i ) ( ps i ) ( ps i )
... ,_ - .. '. __............................. .. """ _'W .__ ......... .......__................ ____________________ --..... -------- -,.., --- --.... -----
;.;22 223 73.63 11.79 0.00 120 1.75 0.12 0.00 18.68 17.27 1 .41
22:3 224 73.63 11.79 0.00 120 1.75 0.12 0.00 17.27 15.86 1 .41
224 225 73.63 11.79 0.00 120 1.75' 0.12 0.00 15.86 14.46 1.41
225 226 45.72 11.79 0.00 120 1.75 0.05 0.00 14.46 13.86 0.59
226 227 18.39 11.79 0.00 120 1.75 0.01 0.00 13.86 13.76 0.10
)27 228 -8.84 11.79 0.00 120 1.75 0.00 0.00 13.76 13.81 -0.05
228 229 -36 .12 11.79 0.00 120 1.75 0.03 0.00 13.81 14.19 -0.38
22'-;) 230 -63.76 11.79 0.00 120 1.75 0.09 0.00 14.19 15.26 -1 .08
230 231 -63.76 11.79 0.00 120 1.75 0.09 0.00 15.26 16.34 -1.08
231 232 -63.76 11.79 0.00 120 1.75 0.09 0.00 16.34 17.42 -1.08
2:::-:2 233 -63.76 11.79 0.00 120 1.75 0.09 0.00 17.42 18.50 -1.08
233 234 -63.76 7.21 0.00 120 1.75 0.09 0.00 18.50 19.16 -0.66
234 126 -63.76 7.92 12.07 120 1.75 0.09 0.00 19.16 20.98 -1.83
86 241 73.92 8.83 12.07 120 1.75 0.12 0.00 22.78 20.27 2.51
241 242 73.92 11.79 0.00 120 1.75 0.12 0.00 20.27 18.85 1.42
242 243 '73.92 11.79 0;00 120 1.75 0.12 0.00 18.85 17.44 1.42
243 244 73.92 11.79 0.00 120 1.75 0.12 0.00 17.44 16.02 1 .42
244 245 73.92 11.79 0.00 120 1.75 0.12 0.00 16.02 14.60 1.42
245 246 45.87 11.79 0.00 120 1.75 0.05 0.00 14.60 14.00 0.60
246 247 18.40 11.79 0.00 120 1.75 0.01 0.00 14.00 13.89 0.11
247 248 -8.96 11.79 0.00 120 1.75 0.00 0.00 13.89 13.93 -0.04
248 249 -36.35 11.79 0.00 120 1.75 0.03 0.00 13.93 14.33 -0.41
249 250 -64 .15 11.79 0.00 120 1.75 0.09 0.00 14.33 15.42 -1.09
:::;50 2':>1 -64 . 15 11.79 0.00 120 1.75 0.09 0.00 15.42 16.51 -1.09
251 252 -64 .15 11.79 0.00 120 1.75 0.09 0.00 16.51 17.60 -1 .09
.:~5:? :~.':)3 -64 . 15 11 .79 0.00 120 1.75 0.09 0.00 17.60 18.69 -1.09
253 254 -64 . 15 7.21 0.00 120 1.75 0.09 0.00 18.69 19.36 -0.67
2"'-'4 125 -64 . 15 7.92 12.07 120 1.75 0.09 0.00 19.36 21.21 -1.85
81) 261 28.78 8.83 12.07 120 1.75 0.02 0.00 24.58 24.14 0.44
.261 262 28.78 11.79 0.00 120 1.75 0.02 0.00 24.14 23.90 0.25
262 263 28.78 11.79 0.00 120 1.75 0.02 0.00 23.90 23.65 0.25
263 264 28.78 11.79 0.00 120 1.75 0.02 0.00 23.65 23.40 0.25
264 265 28.78 11.79 0.00 120 1.75 0.02 0.00 23.40 23.16 0.25
265 266 -6.54 11.79 0.00 120 1.75 0.00 0.00 23.16 23 . 17 -0.02
266 267 -6.54 11.79 0.00 120 1.75 0.00 0.00 23.17 23.19 -0.02
267 268 -6.54 11.79 0.00 120 1.75 0.00 0.00 23.19 23.20 -0.02
268 269 -6.54 11.79 0.00 120 1.75 0.00 0.00 23.20 23.22 -0.02
269 270 -6.54 11.79 0.00 120 1.75 0.00 0.00 23.22 23.23 -0.02
270 271 -6.54 11.79 0.00 120 1.75 0.00 0.00 23.23 23.25 -0.02
=:.'11 272 -6.54 11.79 0.00 120 1.75 0.00 0.00 23.25 23.27 -0.02
272 273 -6.54 11.79 0.00 120 1.75 0.00 0.00 23.27 23.28 -0.02
273 274 -6.54 7.21 0.00 120 1.75 0.00 0.00 23.28 23.29 -0.01
274 124 -6.54 7.92 12.07 120 1.75 0.00 0.00 23.29 23.27 0.03
rRIANGLE FIRE PROTECTION
FIRE PROTECTION CONTRACTORS
SAFE WAY - BREMERTON (ROOF GRID) .21/2000
94-13
PAGE 7
." . .'~ " '. .-_...... ~.... .----...... .---...----- ------------------------------------------------------ -....
FROM TO FLOW PIPE EOV. H-W DIA. FRIC. ELEV. FROM TO DIFF'
(gpm) (ft) ft. C (in) (psi) (psi) (psi) (psi) (psi)
.~.... . .. ,,'~._''''''w _..... "...._ '^-'_'W _ "'- __,_.... __.... _.... _ __ __"""_,__________________________________ -----------
A MAX. VELOCITY OF 16.29 ft./sec. OCCURS BETWEEN REF. PT. 14 AND 15
Sprinkler-CALC Release V
By Walsh Engineering Inc.
North Kingstown R.I. U.S.A.
1'1
TRIANGLE FIRE PROTECTION
FIRE PROTECTION CONTRACTORS
SAFEWAY - BREMERTON (ROOF GRID) .21/2000
94-13
PAGE 8
r _ .__ _._._~~~wr_.~..r______________________________________---------------------------
. .. .'. - 'W'.'.'. _ '" '..... _.... ...._............ ,,_...... _____ ____...... ________________ -............. --............ -,----------------...................
SPRINKLER SYSTEM ANALYSIS TO SHOW THE MAXIMUM DENSITY AVAILABLE
WITH ZERO PRESSURE REMAINING
. ". - -" .. .-. 'W'. _w _........ ..... ,,&... _ "''''' _............ _............ ___.......................... _ - _...... - - - - - - -...... -.-...... "" - - "'- -...... -..............- -...... "- - -............ ...... -~..."""""" ............ '-.. '-""" -
THE FOLLOWING SPRINKLERS ARE OPERATING IN:
I J TEST AREA 1 [ ] TEST AREA 2 [] TEST AREA 3 lkJ REMOTE AREA
kt: F . P f ' K ELEV. FLOW PRESSURE
ft gpm psi
206 7.34 20.50 31.14 17.99
207 7.34 20.50 30.61 17.39
208 7.34 20.50 30.54 17.31
209 7.34 20.50 30.59 17.36
210 7.34 20.50 31.09 17.94
226 7.34 20.50 31".15 18.01
227 7.34 20.50 30.62 17.40
228 7.34 20,50 30.55 17.32
229 7.34 20.50 30.61 17.39
230 7.34 20.50 31.11 17.96
246 7.34 20.50 31.32 18.20
247 7.34 20.50 30.78 17.59
248 7.34 20.50 30.71 17.51
249 7.34 20.50 30.78 .17.58
:250 7.34 20.50 31.27 18.15
266 7.34 20.50 39.39 28.80
I Hr, SPRINKLER SYSTEr1 Fl.OW IS 502.26 gpm
THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm
I J THE INSIDE HOSE [ J RACK SPKLR'S.
I J YARD HYDT. FLOW IS 0.00 gpm
1 HE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.236 gpm/sq. ft.
THE FOLLOWING PRESSURES & FLOWS OCCUR
---) AT REF. PT. 1 (---
S'l A'l Ie PRESSURE 72.00 pSl
RESIDUAL PRESSURE 66.00 psi AT 1163.00 gpm
TOTAL SYSTEM FLOW 752.26 gpm
AVAILABLE PRESSURE 69.32 PSl AT 752.26 gpm
r1IN. PRESS. REOUIRED 69.32 psi AT 752.26 gpm
PRFSSURE REMAINING 0.00 psi
lHE ABOVE RESULTS INCLUDE 8 psi FRICTION LOSS AT REF. PT. # 2 FOR A
! ! BACl< FL OW PREVENTER
\b(:1 DETECTOR CHECK VALVE
[] METER
[] OTHER DEVICE
lRIANGLE FIRE PROTECTION
FIRE PR0TECTION CONTRACTORS
SAFEWAY - BREM~RTON (ROOF GRID) .21/2000
94-13
PAGE 9
~"-'.~'~.~'-~----------------------------------------------------------------------.-
HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY
..- -~_._~-_..~--_._~---------------------------------------------------------------
THE FOLLOWING SPRINKLERS ARE OPERATING IN:
I. I TEST AREA 1 [ ] TEST AREA 2 [ ] TEST AREA 3 f><J REMOTE AREA
REF. PT . K ELEV. FLOW PRESSURE
ft gpm psi
206 7.34 20.50 27.77 14.31
.207 7.34 20.50 27.29 13.82
208 7.34 20.50 27.23 13.77
209 7.34 20.50 27.29 13.82
210 7.34 20.50 27.73 14.27
226 7.34 20.50 27.79 14.34
227 7.34 20.50 27.30 13.83
228 7.34 20.50 27.23 13.76
229 7.34 20.50 27.30 13.83
230 7.34 20.50 27.76 14.30
246 7.34 20.50 27.94 14.49
247 7.34 20.50 27.45 13~99
248 7.34 20.50 27.38 13.91
249 7.34 20.50 27.44 13.97
250 7.34 20.50 27.89 14.44
266 7.34 20.50 35.28 23.10
lHF SPRINKLER SYSTEM FLOW IS
448.07 gpm
THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO.1 IS
I I THE INSIDE HOSE [ ] RACK SPKLR'S.
I I YARD HYDT. FLOW IS
iHf': r1INIMUM DENSITY PROVIDED BY THIS SYSTEM IS
250.00 gpm
0.00 gpm
0.210 gpm/sq. ft.
THE FOLLOWING PRESSURES & FLOWS OCCUR
---) AT REF. PT. 1 <---
STATIC PRESSURE 72.00 psi
m::SIDUAL PRESSURE 66.00 psi AT 1163.00 gpm
TOTAL SYSTEM FLOW 698.07 gpm
AVAILABLE PRESSURE 69.67 psi AT 698.07 gpm
MIN. PRESS. REQUIRED 59.08 pSi AT 698.07 gpm
PRESSURE REMAINING 10.59 psi
THE ABOVE RESULTS INCLUDE 8 psi FRICTION LOSS AT REF. PT. tt 2 FOR A
1 J BACKFLOW PREVENTER [ ] METER
1.,(1 DETECTOR CHECK VALVE [ ] OTHER DEVICE
IRIANGLE FIRE PROTECTION
FIRE PR01ECTION CONTRACTORS
SAFEWAY - 8REMERTON ( ROOF GRID) .21/2000 94-13
PAGE 10
. .'. ..... .'- -.-.-.-..... -.-... .'...- ------------------------.------------------------------------..........-.
FROM TO FLOW PIPE EQV. H-W DIA. FRIC. ELEV . FROM TO DIFF
( gpm ) ( ft) ft. C ( in) ( ps i ) ( ps i ) ( ps i ) ( ps i ) ( ps i )
. -'- ". . ._._.~_._---_._-_._..~_...._------------------------------------------..---------
1 2 448.07 75.00 43.00 120 8.43 0.00 0.00 59.08 58.89 0.19
2 3 448.07 7.00 48.00 120 8.43 0.00 0.00 58.89 50.80 8.09
3 5 448.07 68.00 17.00 120 8.43 0.00 0.00 50.80 50.67 0.14
r.:, 12 448.07 17.00 9.94 120 4.33 0.04 8.02 50.67 41.54 1 .11
12 13 448.07 51.04 28.45 120 4.33 0.04 0.00 41.54 38.25 3.29
13 14 448.07 4.50 28.45 120 4.33 0.04 0.00 38.25 36.89 1.36
14 15 448.07 11 .00 0.00 120 3.35 0.14 0.00 36.89 35.31 1.58
1 '::' 16 422.51 8.00 0.00 120 3.35 0.13 0.00 35.31 34.28 1.03
16 17 399.53 9.00 0.00 120 3.35 0.12 0.00 34.28 33.23 1.04
17 18 380.34 11 .00 0.00 120 3.35 0.11 0.00 33.23 32.07 1 .17
18 19 364.32 11.00 0.00 120 3.35 0.10 0.00 32.07 30.99 1.08
19 20 351.78 11.00 0.00 120 3.35 0.09 0.00 30.99 29.98 1.01
,..-:: () 21 341 .78 11 .00 0.00 120 3.35 0.09 0.00 29.98 29.07 0.91
.,,"\ 22 3:33.13 11.00 0.00 120 3.35 0.08 0.00 29.07 28.16 0.91
22 23 324.29 11.00 0.00 120 3.35 0.08 0.00 28.16 27.29 0.87
23 24 313.72 11.00 0;00 120 3.35 0.07 0.00 27.29 26.48 0.82
24 25 252.74 11 .00 0.00 120 3.35 0.05 0.00 26.48 25.93 0.55
:? !) 26 224.01 8.50 0.00 120 3.35 0.04 0.00 25.93 25.54 0.38
26 27 154.07 11 .00 0.00 120 3.35 0.02 0.00 25.54 25.32 0.22
27 28 84.39 11.00 0.00 120 3.35 0.01 0.00 25.32 25.25 0.07
28 29 14.89 11.00 0.00 120 3.35 0.00 0.00 25.25 25.25 0.00
29 30 0.00 11.75 0.00 120 3.35 0.00 0.00 25.25 25.25 0.00
29 84 14.89 2.00 23.09 120 3.35 0.00 0.00 25.25 25.24 0.01
84 32 78.17 70.88 23.09 120 3.35 0.01 0.00 25.24 24.71 0.53
32 33 58.35 9.50 23.09 120 3.35 0.00 0.00 24.71 24.60 0.11
n 34 41 .57 9.00 0.00 120 3.35 0.00 0.00 24.60 24.59 0.02
.34 35 26.13 9.50 0.00 120 3.35 0.00 0.00 24.59 24.58 0.01
35 36 12.30 7.00 0.00 120 3.35 0.00 0.00 24.58 24.58 0.00
36 37 0.00 3.00 0.00 120 3.35 0.00 0.00 24.58 24.58 0.00
53 54 0.00 13.00 0.00 120 2.23 0.00 0.00 31.14 31.14 0.00
54 55 25.56 7.00 0.00 120 2.23 0.01 0.00 31.14 31.10 0.04
':>5 56 48.55 8.50 0.00 120 2.23 0.02 0.00 31.10 30.94 0.16
:"6 57 67.73 13.00 0.00 120 2.23 0.03 0.00 30.94 30.53 0.41
':>7 58 83.75 11.00 0.00 120 2.23 0.05 0.00 30.53 30.00 0.53
r.:,8 59 96.30 11 .00 0.00 120 2.23 0.06 0.00 30.00 29.33 0.67
",9 60 106.2<:-1 11.00 0.00 120 2.23 0.07 0.00 29.33 28.52 0.81
.:~( ) 61 114.9S 11.00 0.00 120 2.23 0.08 0.00 28.52 27.59 0.9:3
,,1 62 123.78 11.00 0.00 120 2.23 0.10 0.00 27.59 26.52 1.07
f-....., 63 134.35 11 .00 0.00 120 2.23 0.11 -0.87 26.52 26.15 1.24
..<:
t>:~ 64 132.05 11.00 0.00 120 2.23 0.11 0.87 26.15 24.08 1.20
6<1 65 125.50 8.50 0.00 120 2.23 0.10 0.00 24.08 23.23 0.85
h" 66 :-'7.34 11.00 0.00 120 2.23 0.02 0.00 23.23 22.99 0.24
TRIANGLE FIRE PROTECTION
FIRE PROTECTION CONTRACTORS
:,AFEWAY - BREMERTON ( ROOF GR I D ) .21/2000 94-13
PAGE 11
"- '.~"'" .'~""" -... .'. ""....... .~.. ...... -...... - ."--.-.......... - ."-.......-..... "..,... --..... -- ..... .-..-"""- -- -- ------... ....--..... ~....- ----- -..---- ----.'.........'" -- -- ..... -- -- -- ".... --.......
FROM TO FLOW PIPE EQV. H-W DIA. FRIC. ELEV. FROM TO DIFF
(gpm) ( ft ) ft. C ( in) ( ps i ) ( ps i ) ( ps i ) ( ps i ) ( ps i )
". -'" .. .. .. ~ '........~.~... _..... ,".. ...' _w......."w ... ..................................._............ ____ _____... _._____________.....____ ---....... --- "'----
66 67 -10.36 11.00 0.00 120 2.23 0.00 0.00 22.99 22.99 0.00
07 68 -78.17 11.00 0.00 120 2.23 0.04 -0.87 22.99 24.31 -0.46
68 69 -58.35 9.50 0.00 120 2.23 0.02 0.00 24.31 24.54 -0.23
09 70 -41.57 9.00 0.00 120 2.23 0.01 0.00 24.54 24.66 -0.12
70 11 -26.13 11.50 14.38 120 2.23 0.01 0.00 24.66 24.80 -0.14
71 72 -12.30 8.00 0.00 120 2.73 0.00 0.00 24.80 24.80 -0.00
14 74 0.00 2.00 12.07 120 1.75 0.00 0.87 36.89 36.02 0.00
15 75 25.56 2.00 12.07 120 1.75 0.02 0.87 35.31 34.21 0.24
16 76 22.99 2.00 12.07 120 1.75 0.01 0.87 34.28 33.22 0.19
17 77 19.19 2.00 12.07 120 1.75 0.01 0.87 33.23 32.23 0.14
18 78 16.01 2.00 12.07 120 1.75 0.01 0.87 "32.07 31.10 0.10
19 79 12.55 2.00 12.07 120 1.75 0.00 0.87 30.99 30.06 0.06
20 80 9.99 2.00 12.07 120 1.75 0.00 0.87 29.98 29.07 0.04
<."1 81 8.66 2.00 12.07 120 1.75 0.00 0.87 29.07 28 . 17 0.03
22 82 8.83 2.00 12.07 120 1.75 0.00 0.87 28.16 27.26 0.03
23 83 - 10.58 " 2.00 12-.07 120 1.75 0.00 0.87 27.29 26.38 0.05
24 84 60.98 2.00 12.07 120 1.75 0.08 0.00 26.48 25.24 1.24
25 85 28.r3 2.00 12.07 120 1.75 0.02 0.87 25.93 24.77 0.29
"") , 8' 69.94 2.00 12.07 120 1.75 0.11 0.87 25.54 23.15 1.53
...r:'" f:)
27 87 69.68 2.00 12.07 120 1.75 0.11 0.87 25.32 22.94 1.52
2B 88 69.50 2.00 12.07 120 1.75 0.11 0.87 25.25 22.87 1.51
53 113 0.00 2.00 12.07 120 1.75 0.00 0.87 31.14 30.27 -0.00
54 114 -25.56 2.00 12.07 120 1.75 0.02 0.87 31.14 30.51 -0.24
55 115 -22.99 2.00 12.07 120 1.75 0.01 0.87 31.10 30.42 -0.19
56 116 -19.19 2.00 12.07 120 1.75 0.01 0.87 30.94 30.21 -0.14
S7 117 -16.01 2.00 12.07 120 1.75 0.01 0.87 30.53 29.76 -0.10
58 118 -12.55 2.00 12.07 120 1.75 0.00 .0.87 30.00 29.21 -0.07
59 119 -9.99 2.00 12.07 120 1.75 0.00 0.87 29.33 28.50 -0.04
60 120 -8.66 2.00 12.07 120 1.75 0.00 0.87 28.52 27.69 -0.03
hI 121 -8.83 2.00 12.07 120 1.75 0.00 0.87 27.59 26.76 -0.03
62 122 -10.58 2.00 12.07 120 1.75 0.00 0.87 26.52 25.70 -0.05
63 123 2.30 2.00 12.07 120 1.75 0.00 0.87 26.15 25.28 0.00
64 124 6.55 2.00 12.07 120 1.75 0.00 0.87 24.08 23.19 0.02
65 125 68.16 2.00 12.07 120 1.75 0.10 0.87 23.23 20.91 1.46
66 126 67.70 2.00 12.07 120 1.75 0.10 0.87 22.99 20.69 1.44
67 127 67.81 2.00 12.07 120 1.75 0.10 0.87 22.99 20.68 1.44
68 128 -19.82 2.00 12.07 120 1.75 0.01 0.87 24.31 23.59 -0.15
69 129 -16.78 2.00 12.07 120 1.75 0.01 0.87 24.54 23.78 -0.11
70 130 -15 .45 2.00 12.07 120 1.75 0.01 0.87 24.66 23.88 -0.09
71 131 -13.83 2.00 12.07 120 1.75 0.01 0.87 24.80 24.01 -0.08
72 132 -12.30 2.00 12.07 120 1.75 0.00 0.87 24.80 23.99 -0.06
-/4 --::01 0.00 2.08 12.07 120 1.75 0.00 0.00 36.02 36.02 0.00
~~Ol :302 0.00 6.00 0.00 120 1.75 0.00 0.00 36.02 36.02 0.00
IRIANGLE FIRE PROTECTION
FIRE PROTECTION CONTRACTORS
<::>AFEWAY - BREMERTON ( ROOF GRID) .21/2000 94-13
PAGE 12
~ .~~........ - .-~ .... .-..- .....--.......... -- -". -- ----..--------------------------------------..... ---------~-
rROM TO FLOW PIPE EQV. H-W DIA. FRIC. ELEV. FROM TO DIFF
( gpm ) ( ft ) ft. C ( in) ( ps i ) ( ps i ) ( ps i ) ( ps i ) ( ps i )
. ~ .. -- .-~ .-........... ......... .........,.-......... --.--.-- .--..........------- -------------..----------------------.--
~30.z 30~j 0.00 9.25 12.08 120 1.75 0.00 0.00 36.02 36.02 0.00
4W3 304 0.00 9.29 12.08 120 1.75 0.00 0.00 36.02 36.02 0.00
304 305 0.00 6.00 0.00 120 1.75 0.00 0.00 36.02 36.02 0.00
:.~O'=' 306 0.00 6.00 0.00 120 1.75 0.00 0.00 36.02 36.02 0.00
306 307 0.00 6.00 0.00 120 1.75 0.00 0.00 36.02 36.02 0.00
iU 7 ~O8 0.00 6.00 0.00 120 1. 75 0.00 0.00 36.02 36.02 0.00
308 309 0.00 6.00 0.00 120 1.75 0.00 0.00 36.02 36,02 0.00
30'-) 310 0.00 6.00 0.00 120 1.75 0.00 0.00 36.02 36.02 0.00
:310 311 0.00 6.00 0.00 120 1.75 0.00 0.00 36.02 36.02 0.00
311 :n2 0.00 6.00 0.00 120 1.75 0.00 0.00 36.02 36.02 0.00
313 113 0.00 112.83 36.23 120 1.75 0.00 0.00 30.27 30.27 0.00
7b 114 25.56 171.46 48.30 120 1.75 0.02 0.00 34.21 30.51 3.70
76 11S 22.99 165.96 '36.22 120 1.75 0.01 0.00 33.22 30.42 2.79
77 116 19.19 167.46 36.22 120 1.75 0.01 0.00 32.23 30.21 2.01
78 117 16.01 165.46 24.14 120 1.75 0.01 0.00 31.10 29.76 1.34
,79 118 .12.55 165.46 24.14 120 1.75 0.00 0.00 30.06 29.21 0.85
80 119 9.99 165.46 24.14 120 1.75 0.00 0.00 29.07 28.50 0.57
bl 120 8.66 165.46 24.14 120 1.75 0.00 0.00 28.17 27.69 0.48
82 121 8.83 165.46 24.14 120 1.75 0.00 0.00 27.26 26.76 0.50
8::'; 122 10.58 165.46 24.14 120 1.75 0.00 0.00 26.38 25.70 0.68
84 123 -2.30 165.46 24.14 120 1.75 0.00 0.00 25.24 25.28 -0.04
:32 128 19.82 94.58 12.07 120 1.75 0.01 0.00 24.71 23.59 1.12
33 129 16.78 94.58 12.07 120 1.75 0.01 0.00 24.60 23.78 0.82
34 130 15.45 94.58 12.07 120 1.75 0.01 0.00 24.59 23.88 0.71
::'5 131 13.83 94.58 12.07 120 1.75 0.01 0.00 24.58 24.01 0.57
':;'" 132 12.30 98.58 36.23 120 1.75 0.00 0.00 24.58 23.99 0.58
88 201 69.50 ~.83 12.07 120 1.75 0.11 0.00 22.87 20.63 2.24
201 202 69.50 11.79 0.00 120 1.75 0.11 0.00 20.63 19.37 1.26
/.'02 203 69.50 11.79 0.00 120 1.75 0.11 0.00 19.37 18.10 1.26
2CU 204 69.5,0 11.79 0.00 120 1.75 0.11 0.00 18.10 16.84 1 .26
204 205 69.50 11.79 0.00 120 1.75 0.11 0.00 16.84 15.58 1,26
~05 206 69.50 11.79 0.00 120 1.75 0.11 0.00 15.58 14.31 1.26
206 207 41.73 11.79 0.00 120 1.75 0.04 0.00 14.31 13.82 0.49
:207 208 14.44 11.79 0.00 120 1.75 0.01 0.00 13.82 13.77 0.05
20B 209 -12.79 11.79 0.00 120 1.75 0.00 0.00 13.77 13.82 -0.05
:':'0>::/ 210 -40.08 11.79 0.00 120 1.75 0.04 0.00 13.82 14.27 -0.45
210 211 -67.81 11.79 0.00 120 1.75 0.10 0.00 14.27 15.48 -1.21
211 212 -67.81 11.79 0.00 120 1.75 0.10 0.00 15.48 16.69 -1.21
212 213 -67.81 11.79 0.00 120 1.75 0.10 0.00 16.69 17.89 -1 .21
,i 13 214 -67.81 7.21 0.00 120 1.75 0.10 0.00 17.89 18.63 -0.74
214 127 -67.81 7.92 12.07 120 1.75 0.10 0.00 18.63 20.68 -2.05
87 221 69.68 8.83 12.07 120 1.75 0.11 0.00 22.94 20.69 2.25
221 222 69.68 11.79 0.00 120 1.75 0.11 0.00 20.69 19.42 1 .27
..
IRIANGLE FIRE PROTECTION
FIRe PROTECTION CONTRACTORS
SA~FWAY - BREMERTON (ROOF GRID) .21/2000
94-13
PAGE 14
'.' .... .-.,.. -".... .'.""" ~ . -- ...... ...... -...... -- - ............. -.... - ---...... - --- --- - - - - - - - - - - - - - - - _..". - - - - - - -- - - - - - - - - - - - - - - - -.. - - - - -- - --.- - - ...... ;..
foRm1 TO Fl_OW
( gpm )
PIPE
( ft )
"..... -. -_......., '-.-......... - -......-...... --... _............... -...... -- ...,-_._---------- - --------...... ----------------- - - --- -- -- ---
DIFF
( ps i )
EQV.
ft.
H-W DIA.
C (in)
FRIC.
( ps i )
ELEV.
( ps i )
FROM
( ps i )
TO
( ps i )
A MAX. VELOCITY OF 16.28 ft./sec. OCCURS BETWEEN REF. PT. 14 AND 15
Sprinkler-CALC Release V
By Walsh Engineering Inc.
North Kingstown R.I. U.S.A.
IRIANGLE FIRE PROTECTION
FIRE PROTECTION CONTRACTORS
SAFEWAY - BREMER TON (ROOF GRID) .21/2000
94-13
PAGE 15
, "'. .'~ ...", ..... ..... - ........ .. - - .- - ....... - ....... - ...... ...... ...... ...... - - - - ............ ...... -...... - - -...... ...... ...... ...... ...... ...... ...... ...... ...... - ...... ...... ...... ...- ...... ...... ...... """"" ...... ...... ...... ...... ...... ...... .- ...... ...... ....... ...... .- ...... ....... ...... - ...... .- ...... - .-
. '- ..... -.-_._.._._..._._----_._.._------------~---_.._--------_..._------------------
SPRINKLER SYSTEM ANALYSIS TO SHOW THE MAXIMUM DENSITY AVAILABLE
WITH ZERO PRESSURE REMAINING
,"-------------------------------------------------------.....--------
THE FOLLOWING SPRINKLERS ARE OPERATING IN:
J TEST ARE=~ A 1 IXJ TEST AREA 2 [ ] TEST AREA 3 [ ] REMOTE AREA
RFF PT K EL.EV. FLOW PRESSURE
ft gpm psi
?O/ 7 '34 20.50 31.06 17.90
208 7.34 20.50 30.62 17.40
::'OY 7.34 20.50 30.52 17.28
210 7.34 20.50 30.63 17.41
.:::' 11 7.34 20.50 31.23 18.10
227 7.34 20.50 31.06 17.91
228 7.34 20.50 30.62 17.40
229 7.34 20.50 30.58 17.36
230 7.34 20.50 30.64 17.43
231 7.34 20.50 31.24 18.11
247 7.34 20.50 31.24 18.11
248 7.34 20.50 30.78 17.59
249 7.34 20.50 30.73 17.53
250 7.34 20.50 30.85 17.67
251 7.34 20.50 31.44 18.35
261 7.34 20.50 39.22 28.55
It,F SPRINKLER SYSTEM FLOW IS
502.46 gpm
lHt OU1SIDE HOSE FLOW AT REFERENCE POINT NO.1 IS
I rH~ INSIDE HOSE [ 1 RACK SPKLR'S.
I J YARD HYDT. FLOW IS
lHf MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS
250.00 gpm
0.00 gpm
0.235 gpm/sq. ft.
THE FOLLOWING PRESSURES & FLOWS OCCUR
---) AT REF. PT. 1 <---
STATIC PRESSURE 72.00 PSi
RE.S !DUAL PRESSURE 66.00 psi AT 1163.00 gpm
TOTAL SYS TEt., FLOW 752.46 gpm
~4\iA Il_ABLE PRESSURE 69.32 psi AT 752.46 gpm
r1 IN. PRESS. REQUIRED 69.32 psi AT 752.46 gpm
PRESSURE REMAINING 0.00 psi
THE ABOVE RESULTS INCLUDE 8 psi FRICTION LOSS AT REF. PT. t* 2 FOR A
i i BACKFLOW PREVENTER
L~ DETECTOR CHECK VALVE
[J METER
[J OTHER DEVICE
!I':dANGLE [-IRE PROTECIION
~lRE PROTECTION CONTRACTORS
~AFEWAY - BREMERTON (ROOF GRID) .21/2000
94-13
PAGE 16
'___'"~._~__'W___~_____________________________________________.v~.___,~~_______~_-_
HYDRAULIC CALCULATIONS AT SPECIFIED DENSITY
~ '" ."y .... - .". -~ -", - "'''' ..... - """ -"- - -- - - - - - - - - - - -.... - - - - - - - -...., - - - - - - -....., - - - - - - - - -.... .....,.- -....., -..... -....., .-- -.....
THE FOLLOWING SPRINKLERS ARE OPERATING IN:
I TEST AREA 1 (~] TEST AREA 2 ( ] TEST AREA 3 ( ] REMOTE AREA
REf _ PT K ELEV. FLOW PRESSURE
ft gpm psi
20' 7.34 20.50 27.68 14.22
208 7.34 20.50 27.30 13.83
:20Q 7.34 20.50 27.23 13.77
210 7.34 20.50 27.34 13.87
/.11 7.34 20.50 27.85 14.39
227 7.34 20.50 27.68 14.22
.!.;'d 7.34 20.50 27.30 13.83
229 7.34 20.50 27.25 13.78
230 7.34 20.50 27.36 13.89
2'~1 7.34 20 ~-50 27.88 14.43
247 7.34 20.50 27.84 14.39
248 7.34 20.50 27.46 13.99
249 7.34 20.50 27.43 13.97
250 7.34 20.50 27.51 14.05
251 7.34 20.50 28.02 14.58
267 7.34 20.50 35.11 22.88
-THE SPRINKLER SYSTEM FLOW IS 448.25 gpm
THE OUTSIDE HOSE FLOW AT REFERENCE POINT NO. 1 IS 250.00 gpm
I I THE INSIDE HOSE [ ] RACK SPKLR'S.
I I YARD HYDT. FLOW IS 0.00 gpm
IHE MINIMUM DENSITY PROVIDED BY THIS SYSTEM IS 0.210 gpm/sq. ft.
THE FOLLOWING PRESSURES & FLOWS OCCUR
---) AT REF. PT. 1 (---
SlATIC PRESSURE 72.00 PSI
,....E., I. L"lIAI PRESSURE 66.00 psi AT 1163.00 gpm
i01AL SYSTEM FLOW 698.25 gpm
.:\VAI LABLE PRF:SSURE 69.67 psi AT 698.25 gpm
MIN. PRESS. REQUIRED 59.07 PSI AT 698.25 gpm
PRr-:'SSURF. REt1AINING 10.60 PSl
THE ABOVE RESULTS INCLUDE 8 psi FRICTION LOSS AT REF. PT. #
2 FOR A
I I BACKFLOW PRE VENTER
~ DETECTOR CHECK VALVE
[] METER
[] OTHER DEVICE
TRIANGLE FIRE PROTECTION
FIRE. PROTECTION CONTRACTORS
:-'-,M-F..WAY - RREt1ERTON ( ROOF GRID) .21/2000 94-13
PAGE 17
'. ,". ..... ...... '. -..... ""'" -'- "'''' .".... - .-. ,-'" .-. .............. ..... -- -...... -- -- -- --- - ----- _.- ........... - -...--- -- ---- -"- '"-'.. - "'.................... .'.......,_....-
FROM TO FLOW PIPE EOV. H-W OIA. FRIC. ELEV. FROM TO DIFF
( gpm ) (ft) ft. C ( in) ( psi) ( ps i ) ( ps i ) ( ps i ) ( ps i )
.. ".... . ..... ..'" ............ -- '.. .. ,'...... -......"" .....- ,'", ----- -.----....-.------ ....-- --.-------..,. .------..........,.......... .....-...............
1 2 448.25 75.00 43.00 120 8.43 0.00 0.00 59.07 58.88 0.19
2 3 448.25 7.00 48.00 120 8.43 0.00 0.00 58.88 50.79 8.09
3 5 448.25 68.00 17.00 120 8.43 0.00 0.00 50.79 50.65 0.14
~ 12 448.25 17.00 9.94 120 4.33 0.04 8.02 50.65 41.52 1 .11
L/.' 13 448.25 51.04 28.45 120 4.33 0.04 0.00 41.52 38.23 3.29
13 14 448.25 4.50 28.45 120 4.33 0.04 0.00 38.23 36.87 1.36
14 15 448.25 11.00 0.00 120 3.35 0.14 0.00 36.87 35.29 1 .58
1 5 16 422.60 8.00 0.00 120 3.35 0.13 0.00 35.29 34.26 1.03
ItS 17 399.54 9.00 0.00 120 3.35 0.12 0.00 34.26 33.21 1.04
17 18 380.31 11.00 0.00 120 3.35 0.11 0.00 33.21 32.05 1.17
18 19 364.23 11.00 0.00 120 3.35 0.10 0.00 32.05 30.97 1.08
L9 20 351.55 11.00 0.00 120 3.35 0.09 0.00 30.97 29.97 1.01
20 21 341.36 11.00 0.00 120 3.35 0.09 0.00 29.97 29.04 0.92
.'1 22 332.43 11.00 0.00 120 3.35 0.08 0.00 29.04 28.13 0.91
22 23 323 .19 11 .00 0.00 120 3.35 0.08 0.00 28.13 27.27 0.86
/3 24 312.13 11.00 0-.00 120 3.35 0.07 0.00 27.27 26.46 0.81
24 25 250.66 11.00 0.00 120 3.35 0.05 0.00 26 .46 25.92 0.54
:,' .~~" 26 :222 _ 1 4 8.50 0.00 120 3.35 0.04 0.00 25.92 25.55 0.38
?t, 2? 1 56 _ 16 11 .00 0.00 120 3.35 0.02 0.00 25.55 25.32 0.23
...., 28 90.41 11.00 0.00 120 3.35 0.01 0.00 25.32 25.25 0.07
.- I
28 29 24_87 11 .00 0.00 120 3.35 0.00 0.00 25.25 25.24 0 01
29 30 0.00 11.75 0.00 120 3.35 0.00 0.00 25.24 25.24 0.00
29 84 24.87 2.00 23.09 120 3.35 0.00 0.00 25.24 25.22 0.02
84 3") 83.81 70.88 23.09 120 3.35 0.01 0.00 25.22 24.62 0.60
32 33 62.56 9.50 23.09 120 3.35 0.00 0.00 24.62 24.50 0.12
:..<3 34 44.58 9.00 0.00 120 3.35 0.00 0.00 24.50 24 .48 0.02
34 35 28.01 9.50 0.00 120 3.35 0.00 0.00 24.48 24.47 0.01
~~5 36 13.18 7.00 0.00 120 3.35 0.00 0.00 24.47 24.47 0.00
36 37 0.00 3.00 0.00 120 3.35 0.00 0.00 24.47 24.47 0.00
~3 54 0.00 13.00 0.00 120 2.23 0.00 0.00 31.09 31.09 0.00
54 55 25.65 7.00 0.00 120 2.23 0.01 0.00 31.09 31.06 0.04
!J5 56 48.71 8.50 0.00 120 2.23 0.02 0.00 31.06 30.91 0.14
Sf:> 57 67.94 13.00 0.00 120 2.23 0.03 0.00 30.91 30.50 0.42
f" ...., 58 84.02 11.00 0.00 120 2.23 0.05 0.00 30.50 29.97 0.53
~) /
58 59 96.70 11.00 0.00 120 2.23 0.06 0.00 29.97 29.29 0.68
"'9 60 106.89 11.00 0.00 120 2.23 0.07 0.00 29.29 28.48 0.81
tSO 61 115.83 11.00 0.00 120 2.23 0.09 0.00 28.48 27.53 0.94
bl 62 125.06 11 .00 0.00 120 2.23 0.10 0.00 27.53 26.44 1.09
.:-,2 63 136.12 11 .00 0.00 120 2.23 0.12 -0.87 26.44 26.04 1.27
,.....-) 1':>4 138.66 11.00 0.00 120 2.23 0.12 0.87 26.04 23.85 1 .32
b4 65 132.07 8.50 0.00 120 2.23 0.11 0.00 23.85 22.92 0.93
{-.,~ bb 5<.1.78 11.00 0.00 120 2.23 0.03 0.00 22.92 22.66 0.26
,
lRlANGLE FIRE PROTECTION
FIRE PROTECTION CONTRACTORS
SAFEWAY - BREMERTON ( ROOF GR I D ) .21/2000 94-13
PAGE 18
__ "., __ - _". ,,_ ...... ,'_ ...... ..... - ...... .'_ ...... - - - __ ....' .'", ..... - .... - .'~ ._ - - _...., - - - - - _...... - - ..... - - - - ~.... - - - _...... ...... ................., _.... - ............ - - - _...... - oF.... _ _ ...... ...... _ .... ._ __ ...... ""'" _ ,_
FROM TO FLOW PIPE EQV. H-W DIA. FRIC. ELEV. FROM TO DIFF
( gpm ) ( ft ) ft. C ( in) ( ps i ) ( ps i ) ( ps i ) ( ps i ) ( ps i )
.. ~ .- .... ,- .... . '" .'. '- ..~ ..... .- .... .---.----......----------.--.......------.--..--------------------------
b~ h -, -11 .94 11 .00 0.00 120 2.23 0.00 0.00 22.66 22.66 0.01
'. /
j. } 68 -8:~ 8J 11.00 0.00 120 2.23 0.05 -0.87 22.66 24.04 -0.52
68 69 -62.56 9.50 0.00 120 2.23 0.03 0.00 24.04 24.30 -0.26
69 70 -44.58 9.00 0.00 120 2.23 0.01 0.00 24.30 24.44 -0.13
i'() 71 -28,01 11.50 14.38 120 2.23 0.01 0.00 24.44 24.60 -0.16
71 72 -13.18 8.00 0.00 120 2.73 0.00 0.00 24.60 24.60 -0.00
14 74 0.00 2.00 12.07 120 1.75 0.00 0.87 36.87 36.0l) 0.00
1') 75 25.65 2.00 12.07 120 1.75 0.02 0.87 35.29 34.18 0.24
10 76 23.06 2.00 12.07 120 1.75 0.01 0.87 34.26 33.20 0.20
17 77 19.22 2.00 12.07 120 1.75 0.01 0.87 33.21 32.21 0.14
18 78 16.08 2.00 12.07 120 1.75 0.01 0.87 32.05 31.08 0.10
19 79 12.68 2.00 12.07 120 1.75 0.00 0.87 30.97 30.04 0.06
20 80 10.19 2.00 12.07 120 1.75 0.00 0.87 29.97 29.06 0.04
Z1 81 8.93 2.00 12.07 120 1.75 0.00 0.87 29.04 28.10 0.08
22 82 9.24 2.00 12.07 120 1.75 0.00 0.87 28.13 27.18 0.08
::: 3 83 '11 .06 2.00 12-:07 120 1.75 0.00 0.87 27.27 26.30 0.10
24 84 61.47 2.00 12.07 120 1.75 0.09 0.00 26.46 25.22 1.24
:?5 85 28.52 2.00 12.07 120 1.75 0.02 0.87 25.92 24.77 0.29
26 80 65.98 2.00 12.07 120 1.75 0.10 0.87 25.55 23.31 1.37
:27 87 65.75 2.00 12.07 120 1.75 0.10 0.87 25.32 23.09 1.36
~'8 88 65.54 2.00 12.07 120 1.75 0.10 0.87 25.25 23.03 1.35
'..,3 113 0.00 2.00 12.07 120 1.75 0.00 0.87 31.09 30.23 0.00
54 114 -25.65 2.00 12.07 120 1.75 0.02 0.87 31.09 30.46 -0.24
~:"l ~) 115 -23.06 2.00 12.07 120 1.75 0.01 0.87 31.06 30.39 -0.20
t:,6 1'.10 -19 22 2.00 12.07 120 1.75 0.01 0.87 30.91 30.19 -0.14
~ ") -/ OJ 17 -16.08 2.00 12.07 120 1.75 0.01 0.87 30.50 29.73 -0.10
!:>8 118 -12.68 2.00 12.07 120 1.75 0.00 0.87 29.97 29.17 -0.07
"'.9 119 -10 19 2.00 12.07 120 1.75 0.00 0.87 29.29 28.47 -0.04
,c.,O 1 ~'O -8.93 2.00 12.07 120 1.75 0.00 0.87 28.48 27.64 -0.03
;--,1 L21 -9.24 2.00 12.07 120 1.75 0.00 0.87 27.53 26.70 -0.04
62 122 -11.06 2.00 12.07 120 1.75 0.00 0.87 26.44 25.63 -0.05
i-d 123 -2.54 2.00 12.07 120 1.75 0.00 0.87 26.04 25.17 -0.00
64 124 6.59 2.00 12.07 120 1.75 0.00 0.87 23.85 22.97 0.02
65 125 72.29 2.00 12.07 120 1.75 0.12 0.87 22.92 20.43 1.62
66 126 71.72 2.00 12.07 120 1.75 0.11 0.87 22.66 20.20 1 .60
I') J 12) 71 .86 2.00 12.07 120 1.75 0.11 0.87 22.66 20.19 1.60
68 128 -21.24 2.00 12.07 120 1.75 0.01 0.87 24.04 23.34 -0.17
(:-,9 ]29 -17.99 2.00 12.07 120 1.75 0.01 0.87 24.30 23.56 -0.12
?() 130 -16.57 2.00 12.07 120 1.75 0.01 0.87 24.44 23.68 -0.11
I } 131 -14.83 2.00 12.07 120 1.75 0.01 0.87 24.60 23.82 -0.09
72 132 -13.18 2.00 12.07 120 1.75 0.00 0.87 24.60 23.80 -0.07
74 301 0.00 2.08 12.07 120 1.75 0.00 0.00 ' 36.00 36.00 0.00
301 302 0.00 6.00 0.00 120 1.75 0.00 0.00 36.00 36.00 0.00
.
tRIANGLE FIRE PROTECTION
FIRE PROTECTION CONTRACTORS
SAFEWAY - BREMERTON ( ROOF GRID) .21/2000 94-13
PAGE 19
. .._.,__~~._~________________________________________________________.w____.w~.,_~.__
FROM TO FLOW PIPE EOV. H-W DIA. FRIC. ELEV. FROM TO DIFF
( gpm ) eft) ft. C (in) ( ps i ) ( ps i ) ( ps i ) ( ps i ) ( ps i )
._ .... ._ .. __ n. _ ..... ..~.. --'- -- ,". .... _...... - .....'....-.,_... .....-.... -- ----- - -----------------------------------
302 303 0.00 9.25 12.08 120 1.75 0.00 0.00 36.00 36.00 0.00
30'~ 304 0.00 9.29 12.08 120 1.75 0.00 0.00 36.00 36.00 0.00
304 305 0.00 6.00 0.00 120 1.75 0.00 0.00 36.00 36.00 0.00
~;;() L) 306 0.00 6.00 0.00 120 1.75 0.00 0.00 36.00 36.00 0.00
:~()f, 307 0.00 6.00 0.00 120 1.75 0.00 0.00 36.00 36.00 0.00
.~() ./ 308 0.00 6.00 0.00 120 1.75 0.00 0.00 36.00 36.00 0.00
:~UP '30':1 0.00 6.00 0.00 120 1.75 0.00 0.00 36.00 36.00 0.00
-lOY ~31 0 0.00 6.00 0.00 120 1.75 0.00 0.00 36.00 36.00 0.00
310 311 0.00 6.00 0.00 120 1.75 0.00 0.00 36.00 36.00 0.00
"311 31 :"-' 0.00 6.00 0.00 120 1.75 0.00 0.00 36.00 36.00 0.00
.313 113 0.00 112.83 36.23 120 1.75 0.00 0.00 30.23 30.23 0.00
?~ 114 25.65 171.46 48.30 120 1.75 0.02 0.00 34 .18 30.46 3.72
76 115 23.06 165.96 36.22 120 1.75 0.01 0.00 33.20 30.39 2.81
77 116 19.22 167.46 36.22 120 1.75 0.01 0.00 32.21 30 . 19 2.02
78 117 16.08 165.46 24.14 120 1.75 0.01 0.00 31.08 29.73 1.35
79 118 12.68 165.46 24".14 120 1.75 0.00 0.00 30.04 29 . 17 0.87
80 119 10.19 165.46 24.14 120 1.75 0.00 0.00 29.06 28.47 0.59
81 120 8.93 165.46 24.14 120 1.75 0.00 0.00 28.10 27.64 0.46
82 121 9.24 165.46 24.14 120 1.75 0.00 0.00 27.18 26.70 0.48
83 122 11.06 165.46 24.14 120 1.75 0.00 0.00 26.30 25.63 0.68
84 123 2.54 165.46 24.14 120 1.75 0.00 0.00 25.22 25 . 17 0.05
.3:? 128 21 .24 94.58 12.07 120 1.75 0.01 0.00 24.62 23.34 1.27
33 129 17.99 94.58 12.07 120 1.75 0.01 0.00 24.50 23.56 0.94
:34 130 16.57 94.58 12.07 120 1.75 0.01 0.00 24.48 23.68 0.80
35 131 14.83 94.58 12.07 120 1.75 0.01 0.00 24.47 23.82 0.65
-:::f::, 13? 13.18 98.58 36.23 120 1.75 0.00 0.00 24.47 23.80 0.66
17:8 201 65.54 8.83 12.07 120 1.75 0.10 0.00 23.03 21.02 2.01
/r\ 1 202 65.54 11.79 0.00 120 1.75 0.10 0.00 21.02 19.89 1 .13
20~) 203 65.54 11.79 0.00 120 1.75 0.10 0.00 19.89 18.75 1 .13
:)()'~ )04 05.54 11 .79 0.00 120 1.75 0.10 0.00 18.75 17.62 1.13
204 205 6S.~4 11 .79 0.00 120 1.75 0.10 0.00 17.62 16.49 1 .13
..:~() .L1 206 65 ".54 11 .79 0.00 120 1.75 0.10 0.00 16.49 15.35 1.13
206 207 65.54 11.79 0.00 120 1.75 0.10 0.00 15.35 14.22 1.13
.!.O? 208 37.86 11.79 0.00 120 1.75 0.03 0.00 14.22 13.83 0.39
-'::08 209 10.56 11.79 0.00 120 1.75 0.00 0.00 13.83 13.77 0.06
'('-"-1 210 -16.67 11.79 0.00 120 1.75 0.01 0.00 13.77 13.87 -0.11
/-10 211 -44.01 11.79 0.00 120 1.75 0.05 0.00 13.87 14.39 -0.52
.l.11 212 -71.86 11.79 0.00 120 1.75 0.11 0.00 14.39 15.74 -1.34
? 1 ,? 213 -71 .86 11.79 0.00 120 1.75 0.11 0.00 15.74 17.08 -1 .34
:/13 214 -71.86 7.21 0.00 120 1.75 0.11 0.00 17.08 17.91 -0.82
214 127 -71_86 7.92 12.07 120 1.75 0.11 0.00 17.91 20.19 -2.28
87 2;'-~1 65.75 8.83 12.07 120 1.75 0.10 0.00 23.09 21.07 2.02
221 222 65.75 11.79 0.00 120 1.75 0.10 0.00 21.07 19.93 1.14
iklANGLE FIRE PROTECTION
FIRE PROTECTION CONTRACTORS
SAf-EWAY - BREMERTON ( ROOF GR I D ) .21/2000 94-13
PAGE 20
.', ,". .... .-. - ._ ,'w ", ~. _."W _ _ __ _...... __ __ _.,__.......________ .______ --....- --- __ __.........,__ --- ...,- .."..,,-.,...... --~-- ,'~ -- -- ..._.......-
FROM 10 FLOW PIPE EOV. H-W DIA. FRIC. ELEV. FROM TO DIFF
( gpm ) ( ft) ft. C (in) ( ps i ) ( ps i ) ( psi) ( ps i ) ( psi )
.. ._ .' ., ,", "_'" _.... "'. __'...'.. ."-.... 'w - .--.. -- ....,--..... -..... --,....------- -". ------".,- --_.... --..... -- "--- ........- ,,---..... -..... -... - -....
222 223 65.75 11.79 0.00 120 1.75 0.10 0.00 19.93 18.79 1.14
22:3 224 65.75 11.79 0.00 120 1.75 0.10 0.00 18.79 17.64 1 .14
?~Z4 225 65.75 11.79 0.00 120 1.75 0.10 0.00 17.64 16.50 1.14
>:::'.~" 226 65.75 11.79 0.00 120 1.75 0.10 0.00 16.50 15.36 1.14
2:Z6 227 65.75 11.79 0.00 120 1.75 0.10 0.00 15.36 14.22 1.14
, .)27 228 38:07 11.79 0.00 120 1.75 0.04 0.00 14.22 13.83 0.39
228 229 10.78 11 .79 0.00 120 1.75 0.00 0.00 13.83 13.78 0.05
I ~.~ l-j ::?:~O -16.48 11 .79 0.00 120 1.75 0.01 0.00 13.78 13.89 -0.11
',;:",) () 231 -43.84 11.79 0.00 120 1.75 0.05 0.00 13.89 14.43 -0.53
~~ 1 2:32 -71 .72 11.79 0.00 120 1.75 0.11 0.00 14.43 15.77 -1 34
232 233 -71.72 11.79 0.00 120 1.75 0.11 0.00 15.77 17.11 -1 .34
f~'~ 234 -71.72 7.21 0.00 120 1.75 0.11 0.00 17.11 17.93 -0.82
~J4 :126 -71.72 7.92 12.07 120 1.75 0.11 0.00 17.93 20..20 -2.27
~h :241 65.98 8.83 12.07 120 1.75 0.10 0.00 23.31 21.28 2.04
241 242 65.98 11 .79 0.00 120 1.75 0.10 0.00 21.28 20.13 1 .15
242 243 65.98 11.79 0-.00 120 1.75 0.10 0.00 20.13 18.98 1 .15
?4, 244 65.98 11.79 0.00 120 1.75 0.10 0.00 18.98 17.83 1 .15
.:'44 245 65.98 11.79 0.00 120 1.75 0.10 0.00 17.83 16.68 1.15
245 246 65.98 11.79 0.00 120 1.75 0.10 0.00 16.68 15.54 1.1S
246 247 65.98 11.79 0.00 120 1.75 0.10 0.00 15.54 14.39 1.15
247 248 38.14 11.79 0.00 120 1.75 0.04 0.00 14.3~ 13.99 0.39
248 249 10.68 11.79 0.00 120 1.75 0.00 0.00 13.99 13.97 0.03
249 250 -16.75 11.79 0.00 120 1.75 0.01 0.00 13.97 14.05 -0.08
250 251 -44.27 11.79 0.00 120 1.75 0.05 0.00 14.05 14.58 -0.53
251 252 -72.29 11.79 0.00 120 1.75 0.12 0.00 14.58 15.94 -1.36
25:;.1 253 -72.29 11.79 0.00 120 1.75 0.12 0.00 15.94 17.29 -1.36
.?53 254 -72.29 7.21 0.00 120 1.75 0.12 0.00 17.29 18.13 -0.83
254 125 -72.29 7.92 12.07 120 1.75 0.12 0.00 18.13 20.43 -2.31
85 261 28.52 8.83 12.07 120 1.75 0.02 0.00 24.77 24.34 0-43
261 262 28.52 11.79 0.00 120 1.75 0.02 0.00 24.34 24.09 0.24
262 263 28.52 11.79 0.00 120 1.75 0.02 0.00 24.09 23.85 0.24
.!f:. '3 264 28.52 11.79 0.00 120 1.75 0.02 0.00 23.85 23.61 0.24
:loa 265 28.52 11.79 0.00 120 1.75 0.02 0.00 23.61 23.36 0.24
.'f).c., 2(-.6 28.52 11.79 0.00 120 1.75 0.02 0.00 23.36 23.12 0.24
266 267 28.52 11.79 0.00 120 1.75 0.02 0.00 23.12 22.88 0.24
.'h l >'1'-,8 -6 ~9 11.79 0.00 120 1.75 0.00 0.00 22.88 22.89 -0.02
.--;.'h>3 21:':09 -b,Sq 11.79 0.00 120 1.75 0.00 0.00 22.89 22.91 -0.02
.~'tIo-)U 210 -6.59 11.79 0.00 120 1.75 0.00 0.00 22.91 22.93 -0.02
-:: '7 () 271 -6.59 11.79 0.00 120 1.75 0.00 0.00 22.93 22.94 -0,02
.);' 1 272 -6.59 11.79 0.00 120 1.75 0.00 0.00 22.94 22.96 -0.02
,.J -/-:.~ 273 -6.59 11.79 0.00 120 1.75 0.00 0.00 22.96 22.98 -0.02
.,)? i ?74 -6.59 7.21 0.00 120 1.75 0.00 0.00 22.98 22.99 -0.01
.:::;! 4 124 -6.S9 7.92 12.07 120 1.75 0.00 0.00 22.99 22.97 O,O?
.'
...... :. - ,
,RJANbLE FikE PROTECTION
FIRE PROTECTION CONTRACTORS
'-,PFf-l,I';Y -- 8R~MERTON (ROOF GRTD") .21/2000
94-13
PAGE 21
. '. _w. . _ ... . .". ~. '"w ..... ,_.. ........... .'w .'_ ",.........._ .'_ ,',.. ............ ,'_ .". "'....... ,.-.............w....,. _ ..y _ _..... .v"_ _w'_ - _....... - _......... ".... .". .._..... ................ - "'''' - - _'w _..... .... - ,'w .................. .-.
FROM TO FLOW PIPE EOV. H-W DIA. FRIC. ELEV. FROM TO DIFF
( gpm ) ( f t ) ft. C ( in) ( ps i) ( ps i ) ( ps i ) ( ps i ) ( ps i )
. ow'~ __ .. _'~'W ......_.... .. .,.........w......... __ __ .___ _ ._...,__ _____.._ --.----..... -- --- '--- .'". - .'" -....... .,...----......... ..... - .........-
A MAX. VELOCITY OF 16.29 ft./sec. OCCURS BETWEEN REF. PT. 14 AND 15
Sprinkler-CALC Release V
By Walsh Engineering Inc.
North Kingstown R.I. U.S.A.
-'"
~-
.... '\' : ~.. -;: ~
RECEIVED
JUl 1 1 1994
TRiANGLE FIRE PROTECTION
C' [h't:. PROT F::CT [ON CONTRACTORS
~.t\. BOX 264 WOODINVILLE, WASHINGTON 98072 483-5211
THE DYKEMAN ARCHITECTS
H Y D R A U LIe C ALe U L A T ION S
PREPARED FOR
SAFEWAY - BREMERTON ( ROOF GRID) .21/2000 94-13
W A T E R S U P P L Y
STATIC PRESSURE ( ps i ) 72
RESIDUAL PRESSURE ( ps i ) 66
RESIDUAL FLOW ( gpm ) 1163
BOO' S T E R P U M P S
NUMBER OF BOOSTER PUMPS 0
S P R INK L E.R S
MAX1MUM SPACING OF SPRINKLERS (ft) 11.79
r"'':'::'':T~lJr'' SPACING OF SPRINKLER LINES (ft) 11
U.I. St..:HARGE. OENS I TY ( gpm/sq. ft.) .21
lHfS SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .21 gpm/sq. ft.
FOR A DESIGN AREA OF 2000 SQ. FT. OF FLOOR AREA
THIS SYSTEM REQUIRES A FLOW OF 448.07 gpm AT A PRESSURE OF 50.67 psi
AT THE BASE OF THE RISER (REF. PT. 5)
-.;......---'
~ HARe:: ENGIMr:r-R'r.I.G .
"I' --. 1,1
, NO ex ,.~.. ~UBMlrrAL i~EV/fW
'- GCI ! IONS TAKEN 0 REjECTED 0
NOT[ MARKINGS
JUL 0 8 1994
En~inee(s rev:aw '<' t .. _' .
MffTkir!g;: u' rom '..0 .0. .~ar;efQl Cr.".^fma
lhe "ro,' '.,~. ml'~r:; sh.~1I not 0.,,: ' nee ,Vito rill; ,,~~,"
inr dcral~;~'~~r.~I1,a ~~ifi~:;~JI1~~ ~;:~~~~ ~s reliavi:Ji t1:'. ~~~~;~n~ cuncract dOcuments.
!30~CJtion pr"::,..~~cr~ "::':t:o".'min:, ""dr'-,r~~ttlarefrom. The coml~:m compliance with
loCnlTJ"ul 10 1/J/;t:/:i:<.",:OJ'/!::"s Oi.t';se~Dj.'.':'l~ all QUantities ana rlj~'nr~malll~ TeSponsibi
. . q I uo.'1biS:or- .J '. . .... .n" lor O~rir." , .~.. ~ ~ns. ,or se'ect; .
I" .... ::~ :::e :cf"r,. .... .'lmlfii nls wor*;n t . ,nJ
'" - ~raenng inat.:rials ana a ~ e I1I4nr.er.
equIpment.
RECBIVED
JU~3 0 \994
-mE. OYKEMAt't ~~C'ru"{t.C1S
\
l
1
~
REVIEWED BY
C.S.1. CONSTRUCTICN
o APPROVED AS SUBMiTTED
o APPROVED AS NOTED
o REVISE & RESUBMiT n '
[3"PENOING ARCH &/or ENG nEVIEN
Date By
I
/jJ fl @ !l [J f!J rg .
AUa 18. !ffJ
. B 7994
8{JllOIIV~[M[R10IV
OEP/JD
Ti'MENl
M-E-M-Q-R-A-N-D-U-M
JULY 28, 1994
TO:
BONNIE KRAUSE
FROM:
DEREK SKANES
SUBJ:
SAFEWAY FIRE SPRINKLER SYSTEM
BUILDING APPLICATION NUMBER: 94AP07734
SITE LOCATION: 938 S. CALLOW AVE.
TAX LOT NUMBER:3735-023-001-00--
OWNER: SAFEWAY, INC.
A 8" DCDVA has been installed for backflow prevention. The fire
sprinkler system does not conflict with utility systems located
within the 9th Street right-of-way.
COMPLETED
LOGGED IN
BYi~A>~ _'-~a
Q-2~ .
~ --'
DATE 8-9--94'
LOG~ED OUT 8-7-71-'
,,1
t .: ~
I,'
\,.
if
'"
c
B REM E R TON
BU I L DIN G
D E PAR T MEN T
PER M I T
======~======================================================~=======
06/2'8/1994
07/11/1994
. 'b7SS'*"~''''OO/''~O'''-
site Location 938 S. CALLOW
Owner - Last Name SAFEWAY STORE
_ Street 938 S. CALLOW
- city BREMERTON
- Ph6ne (206)
. Tenant's Na,me
Agent's Name
Architect's Name
. [X]- Building
[ ] Mechanical
[ ] Plumbing
Application Number 94AP07734
Permit Number 15583
Project Group
Application. Date
Issue Date
Assessor Acct #:
First MI
state WA Zip 98310
Phone(206)
Phone(206)
( ]
[ ]
[ ]
Sign
Burning
Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
[ .] 'Grading
[ ] Move Building
[ ] Mobile Home
-------------------~----------~--------------------------------------
Building Contractor:
/Contractor
Street
City
Phone
Representative
-~state License #:
City License #:
PROTECTION INC
"
TRIANGLE FIRE
PO BOX 264
WOODINVILLE
(206) 482-5211
I' '
Natur.e \;of Work,;
Fire sprinkler system.
StateWA
Zip 98072
TRIANFP2740P. Expiration
(J) v(Vl(jXPi raU on
Date
Date
'''\
PLEASE CALL FIRE DEPT FOR INSPECTION.
(478-5~)'
A 1994
. . Dept. of punbv~oni~S and
Building Valuation $36000.00 . Utilities
_ _ _ _ -: _ _ _ .., _ _ _ _ _ -: _ _ _ _ _ _ -:- _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ -- - - - - - -eity-of Br-eme.rtQ!:l - - - - - -
Council District 8 Census Tract
_______________________________________________________________R______
Received By:
APproved By:
. -==.==.= == = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = = =': = = = =
------ .. -- -
'"i
\
TRIANGLE FIRE PROTECTION
~IR~ PR01ECTION CONTRACTORS
P.O. BOX 264 WDODINVILLE, WASHINGTON 98072 483-5211
H Y D R A U L I C C A L C U L A T ION S
PREPARED FOR
SAFEWAY - BREMERTON (ROOF GRID) .21/2000
94-13 .
W ATE R
SUP PLY
STATIC PRESSURE (psi)
RESIDUAL PRESSURE (psi)
RESIDUAL FLOW (gpm)
72
66
1163
BOO S T E R
P U M P S
NUMBER OF BOOSTER PUMPS 0
S P R INK L E R S
r-1A><'.H,Ut1 SPACING OF SPRINKLERS (ft) 11.79
i"I~,~Ji'1lJl'1 SPACING OF SPRINKLER LINES (ft) 11
DISCHARGE DENSITY (gpm/sq. ft.) .21
THrs SPRINKLER SYSTEM WILL DELIVER A DENSITY OF .21 gpm/sq. ft.
FOR A DESIGN AREA OF 2000 SQ. FT. OF FLOOR AREA
THIS SYSTEM REQUIRES A FLOW OF 448.07 gpm AT A PRESSURE OF 50.67 pSl
AT THE BASE OF THE RISER (REF. PT. 5)
FILE
&~~~@W~~
. Soott IyCl-ff lt~~
DEPUTY FIRE MARSHAL
~nJL 8 199~
. j' ~\'
\
,
\.
B REM E R TON
B U I L DIN G
D E PAR T MEN T
PER M I T
==================;==============================================.====
Application Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- Street
- City
- Phone
Tenant's Name
Agent9s Name
Architect's Name
[ ] Building'
[X] MechaniCal
[X] Pluinbing
co _ \ \I'~.
05/31/1994
07/01/1994
3735-023-001-00--
938 CALLO~ AVENUE
SAFEWAY INC
1000 124TH AVE NE
BELLEVUE'
(206)
Application Number 94AP07656
Permit Number 15562
Project Group
, DEREK' ANDERSON
[ J Grading
[ ] Move Building
[ ] Mobile Home
[ ] Sign ~
[ ] Burning?
[ ] Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
-------------------~-------------------------------------------~-----
Building Contractor:
'~ Work will be completed by owner.
Nature ofoWork:
Mechanical and plumbing permit for Safeway Inc.
Council District
-----------------~---------------------------------------------------
Census Tract
Construction
Type
Sq Feet
Inspections
Required
Residence [ ] Zoning Foundation [ ]
Business [X] Type Framing \ [ ]
Other [ ] Insulation' [ ]
New [ ] Plumbing {X]
Repair [] Status Mechanicalpf' '(X]
Remodel [] Code Wall board .'. [ 1
Addition '[ ] Final l [X]
::::: :~il;t d ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ :::::::: ~ ::~ ~ ~ it2 ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~ ~
, .
>~..; 7'.~ . -l..", ;
:,.,.( .\v 'l{"""".'
B R E ME R TON
B U I L DIN G
D E PAR T MEN T
"
== = === =::,== = = ='~'==== ='': = ==~'::,:= = :.:;: == = = == = = = = = = = = = = = == == == =#-= =-== = = =:;: = =;: = == = =
''''C,\- .'
M ~",<::"H A N I C A L
'\';, if -'-, ~i t. - \:' t-,.~, ri" ~., \.
PER M I T
A P P L I CAT ION
Application Number 94AP07656
Contractor
street
City
Phone
Representative
state License #
City License #
R.C. MECHANICAL,
6720 210TH ST SW
LYNNWOOD
(206) 670-2009
INC.
#204
RCMECI*120L4
state WA Zip 98036-733
Expiration Date 06/24/1994
Expiration Date
13
5
stoves
Fire Place Inserts
Furnaces
Conv~rsion Burners
"2 unit! Heater
Boilers
5 Gas System: Max 5 Outlets
Evaporation Coolers.
2 Air Conditioning Units
Heat Pumps
Mixing or Re-Heat Box
Air Handling Units
Fans.
Range Hoods
Clothes Dryers
Incinerators
1 Duct Alterations
Tanks
Refrigeration Units
3 Other Items
"..'.':"
. .
---------------------------------------------------------------------
-----------------------------------------------------------.----------
.
J
~
(\
BR EM E R T ON
B U I L DIN G D E PAR T. MEN T
, ,
P L U M BIN G
PER M I TAP P L I CAT ION
---------------------------------------------~-----------------------
---------------------------------------------------------------------
Application Number 94AP07656
Contractor
street
City
Phone
Representative
state License #
City License #
R .,C. MECHANICAL /
6720 210TH ST SW
LYNNWOOD
(206) 670-2009
INC.
#204
state WA Zip 98036-733
RCMECI*120L4
Expiration Date 06/24/1994
Expiration Date
8 Toilets
Bathtubs
7 Basins
Showers
'22 Kitchen Sinks
Dishwashers
Laundry Trays
Clothes Washers
4 Water Heaters
2 Urinals
2 Drinking Fountains
38 Drains
Slop Sinks
1 Water Piping and Alterations
Interceptors
4 Hose Bib.b
Lawn Sprinkler
Private Pools
Public Pools
Building Sewer
Gas Pipe
8 Roof Drain
Private Hot Tubs
Public Hot Tubs
Other Options
'. \.'
~.." ',J
,)
====================.================~=======================.=========
/
B RE MER TON
B U I'L DIN G
D E PAR T MEN T
CON D I T ION S
o F
PERM I T
----------------------------------------------------------------------
----------------------------------------------------------------------
Application Number 94AP07656
Permit Number 15562
------------------~---------------------------------------------------
BUILDING. ... .AII hose bibs to be built-in vacuum breaker
type. All floor drains to have trap primers. Meat sink
3 ~omp. sink to be indirect waste. All floor drains and
3. comp sink and meat sink shall be connected to grease
interceptor.
FIRE. . . . .Fire Depar,tment will .add contingency statements
:~: ::: = :::: =:: =: ~: ~:: ~ = =. = = == = = = = = = = = = = = = = == = = = = = = = =r[fi) /~ = = =
^ "
J.
,
.,
B REM E R TON
B U I LD I N G
D E PAR T MEN T
PERMIT
---------------------------------------------------------------------
---------------------------------------------------------------------
ApplicatiG~l Date
"Issue Dat~ .'\.,
AssessorrAcct #
Site Loc~H,on
Owner - Las~~~ame
- Street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[ ] Building
[X] Mechanical
. [X] Plumbing
Building Contractor:
05/31/1994
07/01/1994
3735-023-001-00--
938 CALLOW AVENUE
SAFEWAY INC
1000 124TH AVE ME
BELLEVUE
(206)
Application Number 94AP07656
Permit Number 15562
Project Group
FirstMI
#201
State WA Zip 98009-0947
Phone(206)
Phone(206)670-2009
DEREK ANDERSON
[ ] Grading
[ ] Move Building
[ ] Mobile Home
[ ] Sign
[ ] Burning
[ ] Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
Work will be completed by owner.
Nature of Work:
", Mechanical and pI umbingpermi t for Safeway ruc.
[ ]
[X]
[ ]
[ ]
[ ]
[ ]
_, ___~~~,~:~~~--~-~---,-,----,-,---,-,-,-, __, ____________~-____ F~~::______~:~__
Rec.eived BY~ ~t~ I C'~ APpr~ved Eo . .
==.===='====.=======================================- ==~====='==========
C6uncilDistrict
Construction
Type
Residence
Business
Other
New
Repair
Remodel
Census Tract
Sq Feet
Inspections
Required
Zoning
'rype
[ ]
[ ]
[ ]
[X]
[X]
( ]
status
Code
Foundation
Framing
Insulation
Plumbing
Mechanical
Wallboard
B R E M E R T 0 N B U I L D I N, G D E P A R T M E N T
M E C H A ~N I C A L P :E R M I T A P 'p L 'It C A T I 0 N
, ,.'~'i"^""
===.=======,========================~==================================
Application Number 94AP07656
Contractor
street
City
Phone
Representative'
state License #
City License #
R.C. MECHANICAL,
6720 210TH ST SW
LYNNWOOD
(206) 670-2009
INC.
#204
state WA Zip S8036-733
RCMECI*120L4
Expiration Date 06/24/1994
Expiration Date
stoves
Fire Place Inserts
Furnaces
Conversion Burners
2 Unit Heater
Boilers
5 Gas System: Max 5 Outlets
Evaporation Coolers
2 Air Conditioning Units
Heat Pumps
Mixing or Re-Heat Box
,Air Handling Units
13 Fans
.5 Range Hoods,
Clothes Dryers
Incinerators
1 Duct Alterations
Tanks
Refrigeration Units
3 Other Items
, ,
==================~~====,;======~===-====~===============~=============
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BR EM E R T ON
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P L U M BIN G
B U 1 L DIN G D E PAR T MEN T
PER M I TAP P LIe A T ION
---------------------.------------------------------------------------
-'-------------------------'-------------------------------------------
...
Application Number 94AP07656
Contracttlr
street
City
Phone
Representative
state License #
City License it
R.C. MECHANICAL,
6720 210TH ST SW
LYNNWOOD
(206) 670-2009
RCMECI*120L4
INC.
#204
state WA Zip 98036-733
Expiration Date 06/24/1994
Expiration Date
8 Toilets
Bathtubs
7 Basins
Showers
22 Kitchen Sinks
Dishwashers
Laund!fy Trays
Clothes Washers
4 Water Heaters
2 Urinals
2 Drinking Fountains
38 Drains
Slop Sinks
1 Water Piping and .Alterations
Interceptors
4 Hose Bibb
Lawn Sprinkler
Private Pools
Public Pools
Building Sewer
Gas Pipe
8 Roof Drain
Private Hot Tubs
Public Hot Tubs
Other Options
-------------------------~---------------------_._--------------------
----------------------------------------.-.----------------------------
f'
I
aRE MER TON
. B U.I L DIN', G
D E PAR T MEN T
CON D I T ION S
o F
PER M I T
'============================.====================~============~=======
Application Number 94AP07656
Permit Number 15562
-----------------------.-----------.-----------------------------------
BUILDING... .~All hose bibs to be built-in vacuum breaker
type. All floor drains to have trap primers. Meat sink
3 compo sink to be indirect waste. All floor drains and
3 comp sink and meat sink shall be connected to grease
interceptor.
FIR&..~..Fire Department will add contingency statements
during week of 7/5/94.
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B REM E R TON
RECEIPT # 087327
* This Is Not A Permit *
May 31, 1994
Mechanical
62-3'22 ,~l005
"PI umbing i
62-322!.1003
Permit Fees
$ 213.75
Amount. Paid
$ 213.75
Plan Check Fees Amount Paid
$.129.20 $ 129.20
"li".
$ 594.00
~.
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594.00
$ 376,35
$ 376.35
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-----------------------
-----------------------
:S 505.55
62-:~45. 8300
(:
.;>
505.55
other Fees
Zoning Fees
Gen Payment:
Other Fees
Energy Charge
state Sic
643-237.13
'rotal Fees
Amount. Paid
Prior Payment
$ .00
----.---......--
-----------
$ 1313.30
$ 1313.30'
$ ,00.'
---------
.....-...""-------
Balance Due
$
.00
---~-------------------
-----------------------
$ 807.75
$ 807.75
Received Flrom:
R.C.Mechanical #4717
On 05/31/1994
For #94AP07656
-------
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APPLICANT: DOWNER D CONTRACfOR D OTHER:
COMMENTS:
SITEADD?I
OWNER: \ 4-
CONTRACfO :
ADDRESS:
ADDRESS:
EXPIRATION DATE:
CONTRACfOR LICENSE #
CONTRAcrOR PHONE #
OWNER PHONE #
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WOOD/PELLET STOVE
GAS FURNACE bttt s:
CONVERSION BURNER bttts:
"L UNIT HEATER btu s: 7>J)D 1'1 ~ ~
BOILER btu s:
./ GAS PIPING
EVAPORATION COOLERS btus:
':::L AC UNIT btu s: '1'~z,f'l,c,;~"" J ~1/) m JS J.I
HEAT PUMP btus: tOllS:
REHEAT BOX bttt s:
AIR HANDLING UNIT btu s:
) '3 EXHAUST FANS
RANGE HOOD (residential)
~ RANGE HOOD (commercial)
CLOTHES DRYER
INCINERATOR
y/ DUCf ALTERATION
TANKS type:
REFRIGERATION UNIT
:3 OTHER: M~k:....JI A i\ u"..t. '-I/:t1h,p II !I'D M8;=
MECHANICAL PERMIT FEE $15.00
39>
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MECHANICAL FEES:
PLUMBING FEES:
TOTAL FEES:
APPLICANT'S SIGNATURE~ ~ ~
.............................................,:'t~j1'ib....hEd....E...t~.fTiri:...........
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WATER CLOSET
BATHTUB
LAVATORY
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KITCHEN SINK
DISHWASHER
LAUNDRY TRAY
CLOTHES WASHER
WATER HEATER
URINAL
DRINKING FOUNTAIN
FLOOR SINK OR DRAIN
SLOP SINK
WATER PIPIING & ALTERATION
GREASE TRAPIINTERCEPTOR
HOSE BIBBS
LAWN SPRINKLER SYSTEM
SWIMMING POOL
BLDG. SEWER (mobile / moved house)
ROOF DRAINS
OTHER:
PLUMBING PERMIT FEE 05.00 or 4.50)
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M-E-M-O-R-A-N-D-U-M
JUNE 17, 1994
TO:
BONNIE KRAUSE
FROM:
DEREK SKANES
SUBJ:
SAFEWAY MECHANICAL & PLUMBING
BUILDING APPLICATION NUMBER: 93AP07656
SITE LOCATION: 938 CALLOW AVENUE
TAX LOT NUMBER:3735-023-001-00--
OWNER: SAFEWAY, INC.
The development of the proposed site does not conflict with utility
systems located within the Callow Ave., Montgomery Ave., 9th st.,
or 11th st. right-of-way.
COMPLETED
LOGGED IN
BY: ~~
10-/5-9"4
DATE
LOGGED OUT
2-17- ~~
-17-q.
B REM E R TON
B U I L DIN G
D E PAR T MEN T
PER M I T
A P P LIe A T ION
===============:=;============;=~============~===;=========~==,~======
Appl i cati:on Date
Issue Date
Assessor Acct if
Site Location
Owner- - Last Name
- Street
-- Ci t y
- Phone
rl'enant I S Name
Agent's Name
Architect's Name
[ ] Building
[X] Mechanical
[X] Plumbing
05/31/1994
.1\pplication Number 94AP07656
Permit Number
Project Group
3735-023-001-00--
938 CALLOW AVENUE
SAFEWAY IRe
1000 124TH AVE WE
BELLEVUE
( 206) '.
First MI
#201
state WA Zip 98009-0947
DEREK 1l.NDERSON
h&J
[ ]
[ .1
[ ]
Phone(206)
Phone(206)670-2009
[ .1 -paving~"~
[ ] Underground
[ ] Demolit.ion
'.;''':r.~, ,<<~:"~t',...~_
[ J Gradrng'--~--
[ J Move Building
[ J Mobile Home
Sign
Burning
Land Clear
~--------------------~--~-------------~-------_._---------------------
Building Contractor:
~~tUL
V/!U;1 ~Jct ti;;
uoVElweJ8 .0 ^llO
\!ltl},1~I\l\l~. ._ ';Pl~
In c . pU'" ~:llON\ 0,,1'1 -. Q
v6~~ ~ 1 Nnr
Q'Sii\iaOiiJ:l
Work will be completed by owner.
Nature of Work:
Mechanical and plumbing permit for Safeway
Council District
/
------------------------------------~--------------_.-----------------
Censue Tract
Construction
'I'ype
Residence [ .]
Business [X]
Other [.1
New r ]
Repair []
Remode 1 (]
Addition I: ]
Sq Feet
Inspect.ions
Required
Zoning
Type
F'ounda t i on ( 1
Framing []
Insulation [ J
Plumbing [X]
Mechanical [X]
Wallboard [ ]
Final [X]
status
Code
=======~=====;======~==~==================~==========~==~~===========
w~
IoJ/bJ71
~
~
~
B REM E R TON
B U I L DIN G
D E PAR T MEN T
M E C H A N reA L
PER M I T
A P P L I CAT ION
------------------------~------------.---------~-----~----------------
-------~-------------------------~----~---~--------~---------~-~----~
Application Number 94AP07656
Contractor
St.reet
City
Phone
Representative
state License #
City License !t
R.C. MECHANICAL,
6720 210TH s'r sw
LYNNWOOD
(206) 670-2009
INC.
~~ 20 4
state WA Zip 98036-733
RCMECI*120L4
Expiration Date 06/24/1994
Expiration Date
stoves
Fire Place Inserts
Furnaces
Conversion Burners
2 Unit. Heater
Boilers
5 Gas System: Max 5 Outlets
Evaporation Coolers
2 Air Conditioning Units
Heat Pumps
Mixing or Re-Heat Box
Air Handling Units
13 Fans
5 Range Hoods
Clothes Dryers
Incinerators
1 Duct Alterations
Tanks
Refrigeration Units
3 Other Items
j':' ~ ,,,/' '. i
<,
============================~=============================:~~==~=:~==
t('i"\,, \~
\r", i h;~ ~
~,)
J
~
B REM E R TON
B U I L DIN G D E PAR T MEN T
P L U M BIN G
PER M I TAP P LIe A T ION
=="==================================;===========;===========~========
Application Number 94AP07656
Contractor
st.reet
City
Phone
Representat.ive
State License #:
City' T-.icense :It
R.C, HECHANICAL,
6720 210'I'H ST SW
LYNNWOOD
(206) 670-2009
INC.
#204
state WA Zip 98036-733
RCMfWI*120L4
Expiration Date 06/24/1994
EXplration Date
8 Toilets
Bathtubs
7 Basins
Showers
22 Kitchen Sinks
Dishwashers
Laundry Trays
Clothes Washers
4 Water Heaters
2 Urinals
2 Drinking Fountains
38 Drains
Slop Sinks
1 Water Piping and Alterations
Interceptors
4 liose Bibb
Lawn Sprinkler
Private Pools
Public Pools
Building Sewer
Gas Pipe
8 Roof Drain
Private Hot Tubs
Public Hot Tubs
Other Options
-----~------~-------,------------~---~-_._--------------~---------------
~-------~~------------------------------------------_.-~-----------~~-
..4
;
, ,
B U I L DIN G
D E PAR T MEN T
B REM E R TON
PER M I T
A P P L I C,A T ION
. .
==9============================================~============~========
Application Date
Issue Date
Assessor Acct #
Si te l.ocation
Owner - Last Name
- street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[ ] Building
[X] Mechanical
[X] Plumbing
fr
I'.
l,
I
I
I
l
r -
05/31/1994
Application Number 94AP07656
Permit Number
Project Group
3735-023-001-00--
938 CALLOW AVENUE
SAFEWAY INC
1000 124TH AVE
BELLEVUE
(206)
MI
First
NE #201'
state WA
Zip 98009-0947
Phone(206)
Phone(206)670-2009
DEREK ANDERSON h~
- '-"""'.........--r
[ ] Grading
[ ] Move Building
[ ] Mobile Home
[ ] Sign
[ ], Burning
[ ] Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
---------------------------------------------------------------------
B~llding Contractor:
.~/Work will be completed by owner.
~41': .
L.." :".,'.
~-
wAH~
Nature of Work:
Mechanical and plumbing permit for Safeway Inc.
. !
-------------------------~--------------------------------.-----------
Council District Census Tract
Construction Sq Feet Inspections
Type Required .
. I
Residence [ 1 Zoning Foundation [ ]
Business [X] Type Framing [ ]
Other [ ] Insulation [ ]
New [ ] Plumbing [X]
Repair [ ] status Mechanical [X]
Remodel [ ] Code Wallboard [ ]
Addition [ ] Final [X]
, .
~=-=~==========1=======================~======T~========T==~====~===
(oJ~l 1~ .MI h.~~ lei b.-S 't"G b<:...- )QUI l-t- 'rr
V 0.... Cv V vY1 6'V~ ~ to ~, t\--I \ _
. _ , -A 60 r ~~ f1~ .-\-0 ho-.-J ~*-~ ~' f r I W\-er~.
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WlA.~ ~. M l . +:1 0 lJ[ o1lr Cy "\~ ~ 0 C!.():: f '
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:'= == = = === == = = = = == = = = = = = == == = == == = = = = = = = = == = = = = == == = =:: = === == = = = == = = = = =
Application Number 94AP07656
Contractor
street
City
Phone
Representative
state License 41=
City License #
R.C. MECHANICAL,
6720 210TH ST SW
LYNNWOOD
(206) 6?0~2009
RCMECI*120L4
INC.
#204
state WA Zip 980~6-733
Expiration Date 06/24/1994
Expiration. Date
stoves
Fire Place Inserts
Furnaces
Conversion Burners
2 Unit Heater
Boilers
5 Gas System: Max 5 Outlets
Evaporation Coolers
2 Air Conditioning Units
Heat Pumps
Mixing or Re-Heat Box
Air Handling unifs
13 Fans
5 Range Hoods
Clothes Dryers
Incinerators'
. 1 Duct Alterations
Tanks
Refrigeration' Units
3 Other Items
.\
==.=============================================~=====================
{
,
'v
.\, ,'.
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d
,," ....
(I
B REM E R TON
B U I L DIN G
D E PAR T MEN T
P L U M BIN G
PER M I T
A P P L I CAT ION
--------------------------------_._-----------~-----------------------
---------------------------------------------------------------------
Application Number 94AP07656
Contra.ctor
street
City
Phone.
Representative
state License #
City License #
R.C. MECHANICAL,
6720 210TH ST. SW
LYNNWOOD
(206) 670-2009
INC.
#204
RCMECI*120L4
state WA Zip 98036-733
Expiration Date 06/24/1994
Expiration Date
8 Toilets
Bathtubs
7 Basins
Showers
22 Kitchen Si.nks
Dishwashers
Laundry Trays
Clothes Washers
4 Water Heaters
2 Urinals
2 Drinking Fountains
38 Drains
Slop Sinks
1 Water Piping and Alterations
Interceptors
4 Hose Bibb
Lawn Sprinkler
Private Pools
Public Pools
Building Sewer
Gas Pipe
8 Roof Drain
Private Hot Tubs
Public Hot Tubs
Other Opt.ions
=====================================================================
""
l
B REM E R TON
B U I L DIN G
D E PAR T M E'N T
PER M I T
A P P L I CAT ION
----------------~----------------------------------------------------
---------------------------------------------------------------------
Application Date
Issue Daf:te
. .
Assesspr Acct #
Si te J.,ocation
Owner' Last Name
- Street
- City
- Phone
Tenant~s Name
Agen t. v s i"lame
Architect's Name
[ ] Building
[X] Mechanical
[Xl PI umbing
05/31/1994
Application Number 94AP07656
Permit Number
Project Group
3735-023-001-00--
938 CALLOW AVENUE
SAFEWAY INC
1000 124TH AVE NE
BELLEVUE
(206)
First MI
#201
State WA Zip 98009-0947
DEREK ANDERSON
hiiuJ
[ ]
( ]
[ ]
Phone(206)
Phone(206)670-2009
~-~.
.~'-
[ ] Paving
[ ] Underground
[ ] Demolition
[ ]
[ ]
[ ]
,~)
"--~'-""~-~ -~ -
Grading
Move Building
Mobile Home
Sign
Burning
Land Clear
.', .r.....
" ,I"..;
----------~----------------------------------------------------------
Building Contractor:
(!m
{J}/th( /LItf'cfj
Work will be completed by owner.
Nature of v?ork:
Mechanical and plumbing permit for Safeway Inc.
o/<
K
---------------------------~---------------------------------.'---
Council District Census Tract
Construction Sq Feet Inspections
Type Required
Residence [ -J Zoning Foundation [ ]
Business [X] Type Framing [ ]
other [ ) Insulation [ ,
J
New [ ] Plumbing [X]
Repair [ ] Status !'iechani ca 1 [xj
Remodel [ ] Code ~~allboard [ )
Addition [ ] Final [xl
..
===============================================================~=====
-$ 6~3/9cj
B ~~E MER T 0 ~
a U I L DIN G
\
D E PAR T MEN T
.MECHANICAL
PER M I T
A P P L I CAT ION
---------------------------------------------------------------------
-~------------------------------------------------------~------------
Application Number 94AP07656
Contractor
street
City
Phone
Representative
state License #
City License #
R.C. MECHANICAL,
6720 210TH ST SW
LYNNWOOD
(206) 670-2009
INC.
~204
state WA Zip 98036-733
RCMECI*120L4
Expiration Date 06/24/1994
Expiration Date
stoves
Fire Place Inserts
"
Furnaces '
Conversion Burners
2 Unit Heater
Boilers
5 Gas System: Max 5 Outlets
Evaporation Coolers
2 Air Conditioning Units
Heat Pumps
Mixing or Re-Heat Box
Air Handling Units
13 Fans
5 Range Hoods
Clothes Dryers
Incinerators
1 Duct Alterations
Tanks
Refrigeration Units
3 Other Items
==~=======================================================-===.========
,Y~A~~.> ,
'.
B REM E R TON
B U I L 0 I N G
o E PAR T MEN T
P L U M BIN G
PER M I T
A P P L I CAT ION
;~===================================================================
Application Number 94AP07656
Contra.ctor
street
City
Phone
Representative
state License *
City License #
R.C. MECHANICAL,
6720 210TH ST SW
LYNNWOOD
(206) 670-2009
INC.
#204
state WA Zip 98036-733
RCMECI*120L4
Expiration Date 06/24/1994
Expiration Date
8 Toilets
Bathtubs
7 Basins
Showers
22 Kitchen Sinks
Dishwashers
Laundry Trays
Clothes Washers
4 Water Heaters
2 Urinals
2 Drinking Fountains
38 Drains
Slop Sinks
1 Water Piping and Alterations
Interceptors
4 Hose Bibb
Lawn Sprinkler
Private Pools
Public Pools
Building Sewer
Gas Pipe
8 Roof Drain
Private Hot Tubs
Public Hot Tubs
Other Options
--------------------------------------------.---------------~---------
--------------------------------------------------------.-------------
.--/11.--.
FlU:.' COMMENT.... .
:~=~::~~:::~mp>:~~~ ~ ;
dkJ
AI'I'. NO.
NO. PLANS
SO.I'T.:
()(T.I.OAD
PLAN ('I\:.
IlLJ)(;.
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MEClL
SET U
DATE
SENT
API'.
API'. WI
COMMENTS
DATI';
IUTllltNfo:D
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1/
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SH('JI(;.
OTIWR
NOT
AJ'I'.
REVIEW~:R
~/~
~-
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/
JUN~ 2~, (114
To: PLUMg,'NG (N<;P(;C-TOR I CITY OF 5~E:M.~-rol\.J
"F120 tv(: Y. L. GffAIJ . I-fAfC.G IS ENG IN66R~
~
gt ~AFE~Y" 14-' (, f!JefEME"RTON
A S'IT~ OIS -;t;RII Ii. -nON . FO~ UAJ'DeR..C> 1<0 <.IN 1:> {"(fING
INSTALL AT(OA) tA1A~ COIJ1>UC rEX:> T+ft.s AF-raeNOOAl,
~t' fOt..W{,oJ/A/G IN'TALL).TIOAJS Au ~Jl.fP/.tleD ~ rUIN ~ <i.(EC $:
t. ROUGH. IN<; FOR I-.sPleEeT CAf.~ PfCAIN<; Cif;Tw~ G~IPS
I ' 7 ~^J 1:> __G 1'21 D 2 ~ (, .
2. ROUG~ - IN<;' Foe CVA S"TE L.ING.<> IN "PeL.t TOIl_~ A~AS.
-3. f N COM I f'J G tiOM e-S'T' (G tvA-rG:r< /.., /J~ .
INt>lte~CT A~D ~A^,lrAg'( tvAS;T~ '-1I.jrE~ AR.{; A8S PIPES,
I
t\)AS\~ L./}J(;IS '^'~~ --rES',~ !>y FI L.L-(N(3 tUl-rH t-JATCfe
To *-IG\4 fol'NT.
~~C\r ON OFiI 'DOM ~!T/c.
I ~ ",,-YpE "u. It Copp~
I
Al R AT 100 r-; IC,.
t0AT~ MAIN TO 6E tfACl<flLLeD
AN'D VJA ~ T~S1""E"D t..)(rH COM fRESS t::-n
~.i~
'-
B REM E R TON
BUILDING
D E PAR T MEN T
PER M I T
----------------------------------------------------------------------
---------------------------------------------------------------------
Application Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- Street
- City
- Phone
TenantVs Name
Agent's Name
'Architect's Name
[X] Building
[ ] Mechanical
[ ] Plumbing
"
10/05/1994
10/18/1994
3735-023-001-00--
938 CALLOW
SAFEWAY
938 CALLOW
BREMERTON
(206)
Application Number 94AP08099
Permit Number . 15876
Project Group
First MI
State WA Zip 98310
Phone(206)
Phone(206)
[ ] Grading
[ ] Move Building
[ ] Mobile Home
[ ]
[ ]
[ ]
Sign
Burning
Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
".--------------------,-------------------------------------------------
~"
, Building Contractor:
\....~... "
Contract,6~
Street
City
Phone
Representative
State License #
City License #
WASHINGTON ALARM INC
1253 S JACKSON ST
SEATTLE
(206) 328-3288 state WA Zip 98144
WASHIAI282C3
Expiration Date 12/05/1995
Expiration Date
Nature of Work:
Manual fire alarm & sprinkler monitoring.
CALL FIRE MARSHALL RAPPLEYE (478-5384) FOR INSPECTION
Building Valuation
$4941.00
Council District
. '
---------------------------------------------------------------------
('.~ "
Construction
Type
8
Census Tract
" Sq Feet
Inspections
Required
Residence [ ] Zoning Foundation [ ]
Business [X] Type Framing []
Other [ ] Insulation'[ ]
New [ ] PI umbing []
Repair [] Status Mechanical [ ]
Remodel [] d Code ' Wallboard []
, Addition [ 1/1 " 12 Final [X]
---------------~-J--'- ----------------------__________________
Received Br.-f( Y Approved BY~ .
=============/~~===-====Jr=======================r================
;
J
,"!I.",I~~".
~\
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, ' \\",
. \.,
,g, U <:1 L DIN G
,
B REM E R TON
D E PAR T MEN T
CON D I T ION S
o F
PER M I T
----------------------------------------------------------_._---------
---------------------------------------------------------------------
Application Number 94AP08099
Permit Number 15876
----------------------------------------------------------------------
FIRE. . . . .
1) Hoods t!O be monitored NFPA-12-5.8.1 &NFPA 17-2-6.5
~lans required on hoods.....separate permits.
2) H/detectors in compressor/generator room.
3).Knox box required with keys unless occuped 24 hours
a day.
4) Strobes to be visible in all common areas.
------------------------------------------------------------_._-------
---------------------------------------------------------------------
:,_1'
!~;
~
NOTICE OF PERMIT REGUlATIONS
This permit shall become null and void if the building) or work authorized by this permit is not commenced
within 180 days from the date of such permi~ or if this building or work authorized by such permit is
suspended or abandoned at any time after the work is commenced for a period of 180 days.
NOTICE - It is the responsibility of the permit holder, not the City of Bremerton or Building Official to see
to it that the required inspections are made. The permit holder must notify the Building Official when ready
for the inspections. Failure of the permit holder to notify the Building Official of required inspections may
result in the stoppage of the work until such time that the permit holder Can substantiate to the building
official that the concealed work meets or exceeds code requirements. Any demolition, testing, or financial
burden shall be borne directly by the permit holder. Failure to substantiate code requirements will.indemnify
the City against any and all responsibility or liability connected with the construction.
I hereby certify that I have read and examined this permit and know the same to be true and correct. All
provisions, of laws and ordinances governing this type of work will be complied with whether specified herein
or not. The granting of a 't dOes not presume to give authority to violate or cancel the provisions of any
other state I law r tion or the performance of construction.
/o-z/- ry
/
Date
I certify that I am exempt from the requirements of the state contractor's registration law, under Sec. 3,
Chap. 126, laws of 1967.
Signature
Date
Permit Number
pcormiL<lac
\ ....
F1I.E COMMl.1VTS
srn: AUDlU:''iS: A1'I', NO.
OWNJ.:R: NO, Pl.ANS
C()N~'TJ.u I('TION n'p~:: S(}.I'I.: OCC, LOAJ)
y,\I.l'ATION: PI,,\N C". IIU)(;. SHCII<;.
FEES PAln: 1'1.11<:. MJ<:C1L OTII1(R
IMTE I>ATI<: ,\1'1'. WI NIIT
HOlrnN<;, SKrll SI<:NT I{ )<~nll{N Jo:n AJ'J'. ('UMMJo:NTS AJ'P, I{EVIEWJo:l{
0 /
III fll.D1N(;
-
PI.ANNING 0
-
EN<;INEERlNG 0
-
WATER 111 /o/~ !il V- i) 5
- I ole;
I;UU: ~ JD g t/ m ~
- .
T1{AFl'lC 0
-
IIEALTH m:PT. 0
-
. llAno: ('(II\1MI<:NT~ .
\
-c'
-
#'-
\
_. :;.
B REM E R TON
B U I L DIN G
D E PAR T MEN T
PER M I T
A P P L I CAT ION
---------------------------------------------------------------------
---------------------------------------------------------------------
Application Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- Street
- City
- Phone
Tenant's Name
Agen t 's Name
Architect's Name
[X] Building
[ ] Mechanical
[ ] Plumbing
10/05/1994
9~8 CALLOW.
SAFEWAY
9'J8 CALLOW
BREMERTON
(206) -
(]..... J I ,AA ~ .J.. Phone( 206)
-r '<.-P~ 3628 __ Phone~06)
[ ] Grading [ ] Sign ~ S 't ]
[ ] Move Building [] Burning [ ]
[ ] Mobile Home [] Land Clear []
Application Number 94AP08099
Permit Number
Project Group
First
MI
State WA
Zip 98310
Paving
Underground
Demolition
---------------------------------------------------------------------
Building Contractor:
Work will be completed by owner.
Nature of Work:
Manual fire alarm & sprinkler monitoring.
CALL FIRE MARSHALL RAPPLEYE (478-5384) FOR INSPECTION
Building Valuation
$4941. 00
---------------------------------------------------------------------
Council District
Census Tract
Construction
Type
Sq Feet
Inspections
Required
Residence [ ] Zoning Foundation [ ]
Business [X] Type Framing []
Other [] Insulation [ ]
New [ ] PI umbing []
Repair [] Status Mechanical [ ]
\ Remodel [] Code Wallboard []
~~~~~::_-~-~--------------------------~~--------~~::~------~:~--
.;{~~4----------~7~h~I-------------------------------------------------
I ~ ~
'.."
f _.;i; ~i.::
f
J
B REM E R TON
B U I L DIN G
D E PAR T MEN T
RECEI.PT # 087847
* This Is Not A Permit *
,Oct 05, 1994
Building
62-322.1001
Permit Fees Amount Paid Plan Check Fees Amount Paid
$ 72.00 $ 72.00 $ 46.80 $ 46.80
~
-----------------------
----------------------~
C~ber Fees
Zoning Fees
~~
$ 46.80
62-345.8300
$
46.80
// "
'.
Gen Payment $ 4.50
Other Fees $ .00
~ ""'8 J:I:P.e~~ ~large
~o< S-t~e'5 -: $ 4.50
643-237.13 ...-....-------.
----------
Total Fees $ 123.30
Amount Paid $ t23.30
Prior Payment $ <60
=====.::===
Balance Due $ .00
----------~----------~--
-------------~---------
$
72.00
$
72.00
-~_/-: Received Frqm:
Washington Alarm Inc. #45484
On 10/05/1994
.Par #94AP08099
~.,/'
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APPLICANT: DOWNER PCONTRACfOR . D OTHER:
SITEADDRESSA2<6 C~
;:::::;:.~~ ~ ~ ~
OWNER: ~
CONTRACfOR: Lo~. ~
COUNTI ASSESSOR PARCEL #:
ADDRESS:~ D 7A.) D<L
ADDRESS: \253 S. ~~S~,S~
EXPIRATION DATE: \ 1 /9 y
.
CONTACfPHONE# 32.8. 3~
CONTRACfOR LICENSE # ~-tA l ~?~"3
CONTACf PERSON: ..S I L-t..- -e,~
o SFR 0 DUPLEX
o SIGN 0 DEMO
o NEW 0 REPAIR
o MULTI-FAMILY)31illSINESS 0 OTHE~:
o MOVE BLDG. D MOBILE 0 GRADING(yds):
o REMODEL DADDlTION 0 OTHE~:
INTENDED USE:~ ~ ZONING CLASSIFICATION:
COUNCIL DlSTRICf:
NATURE OF WORK PROPOSED: ~,./'. J ~ L~4 \-..{A"1-..::n)A-1...- H ~~
'-
~/ ~~\C~ ~~..-.")~
SQUARE FOOTAGE: Dwelling:
Garage:
Decks:
$
ForDe arlment Use Onl
..... ::ttIrRMtltanir:m:im:mm: :m:::::mm:$ti.1dtaAlt~$:f:mrr ::m:mr..m:Qt.xpJ;$~:rrr?
$ ENERGY: $50.00 $
STATE: $4.50
Applications for which no permit is issued within 180 days following the date of application shall expire by
limitation, and plans and other data submitted for review may thereafter be returned to the applicant or
destroyed by the building official. The building official may extend the time for action by the applicant for a
period not exceeding 180 days on request by the applicant showing that circumstances beyond the control of the
applicant have prevented action from being taken. No application shall be extended more than once. In order to
renew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee. ~
I hereby certify that the above infq
he best of my knowledge.
/O!tf/9 Y'
" /
APPLICANT'S SIGNATURE:
I Ii - I, 4
: .. L~
'B' _lit.
. OJ i:1
\ ~,... t I! ~ ! I, 1 \ \ '\ I'~ '1
'4. ~ J: i
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Washington f\Iarnls Inc.
FAX TRANSMISSION
[)ate_~._ q!111
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WASHINGTONAI..A..'!iM.INC . '?5:' Sc, 'h la'-ks<>, Steel Sf'''''''' ha~r'i.g\c,r :;It!144
(206) 328-3288 Sales (206) :3~8-1800 ('1;!ltral Statio;- (.....ll6) 32'1 7;:-4 >:-p,.)1
B U I L DIN G
D E PAR T MEN T
B REM E R TON
PER M I T
A P P L I CAT ION
----------------------------------------------------------------------
--------------------------------------------------------~------------
Application Date
Issue Date
Assessor Acct #:
Site Location
Owner - Last Name
- Street
- City
- Phone
TenantVs Name
AgentVs Name
ArchitectVs Name
[X] Building
[ ] Mechanical
[ ] Plumbing
10/05/1994
Application Number 94APOB099
Permit Number
Project Group
928 CALLOW
SAFEWAY
92B CALLOW
BREMERTON
(206)
First MY
state WA Zip 98310
Phone(206)
Phone(206)
[ ] Grading
[ J Move Building
[ ] Mobile Home
[ ]
[ ]
[ ]
Sign
Burning
Land Clear
[ ] Paving
[ ] Underground
[ ] Demclition
---------------------------------------------------------------------
Building Contractor:
Work will be completed by owner.
Nature of Work:
Manual fire alarm & sprinkler monitoring.
\ CALL FIRE MARSHALL RAPPL'EV~ (478,-5384) FOR INSPECTION
I J H-6C9d S" j-eJ f2rL Y'V!CJYl-(I('-R-oJ _ pJfPPt,z - 5. Q.. I -< tJF-PA 17- 2:-10.5
-z) H1M-~ h..> ~('~!~~~~,
b~ k:Jv~ ~}Or/~,r~ ~! ~ WJ~ OC~/~ v.t ~~ f~'
Building Valuation $4941.00 .
Lf)=- -~t{2.(;)6~- ::r.o ~8(;. _vJ:Sj~ - -I-F> - 4-8::: - ., II - 1. L ~...~ -~...rr-- - - - - - - - - - - - - -
Council District Census Tract
Pt:: ~~
Construction Sq Feet Inspections
Type Required
Residence ( "l Zoning Foundation [ ]
j
Business [X] Type Framing [ ]
Other [ ] Insulation [ ]
New [ ] Plumbing [ ]
Repair [ ] Status lVlechani cal [ ]
Remodel [ ] Code Wallboard ( ]
Addition [ ] 12 Final [X]
~:; =:;= =:; =::; =:;::: =:;:;:;:;:;:::;:;:;:;:;:;:;:;::;;:;;:;:;:;::;:::;:;:; PremfSe=R1erTflfiCrifli5n=reqltlreo ro:~:;::::;:; == = =:;:;
~' Fire extin9~i~her, plan ,Will be and BMC standards, .. in-.:h rnin:mu:n.
~O\\ \, reqUired w!tn th's proJect, fo ~nox box ~ k I k b .
. \ '\ comply wlih U,~: slandnrds. f UFC dey ~c ox, required!
\ 1;. 0 an Bfv.C stanoards.
\ \) \ FIre profeclion sys1ems must r
\ with UFC, NfPA UP" d comp y
. I D.o, an BMC
stQnGor,~'::, PIGn rrv..... ,,__ '"
J
M-E-M-O-R-A-N-D-U-M
OCTOBER 6, 1994
TO:
BONNIE KRAUSE
FROM:
DEREK SKANES
SUBJ:
MANUAL FIRE ALARM & SPRINKLER
MONITORING
BUILDING APPLICATION NUMBER: 94AP08099
SITE LOCATION: 928 CALLOW AVE.
TAX LOT NUMBER:
OWNER: SAFEWAY
No identifiable problems noted. The development of the proposed
site does not ,conflict with utility systems located within the
surrounding rights-of-way.
COMPLETED BY: ~ ~ ?~
LOGGED IN IO~ ~
DATE /0 -~-?1-'
LOGGED OUT 1::>- 6--<7~
oo~@rnDW~1ID
'OCT 12 1994
BREMERTON
BmlOlNG OfPMHMENl
~., '
B U .I r.. DIN G
D E PAR T MEN T
B REM E R TON
A P P LIe A T ION
PER M I T
----------------------------------------------,--~------------------~-
-------~----------------------~--------------------------------------
Application Date
Issue Date
Assessor Acct #'
Site Location
Owner - Last Name
- street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[ ] Mechanical
( ] Plumbing
10/05/1994
Application Number 94APOa099
Permit Number
Project Group
928 CAl.LOW
SAFEWAY
928 CALI..OW
BREMERTON
(206)
First MI
State WA Zip 98310
Phone(206)
Phone(206)
I: 1 Grading
[ ] Move Building
( ) Mobile Home
[ ]
[ ]
( ]
Sign
Burning
I...and Clear
[ J Paving
[ ] Underground
[ ] Demolition
-------------------------------------------------------_.~-~-------~--
Building Contractor:
Work will be completed by owner.
Nature of Work:
Manual fire alarm & sprinkler monitoring.
CALL FIRE~\MARSHALL RAPPLEYE (478-5384) FOR INSPECTION
~~CEIVED
OCT 5 1994
Building Valuation $4941 00 Dep'(ootPublicworKsand
. . .. . Utilities
- -- -~~~~~~i -~~ ~ ~~~~~ - -. - - - -- - -- - - ;~~~~~- ;;~~~-- - - - -- -- -- - citY'ofBremei1on---
Construction Sq Feet Inspections
Type Required
Residence [ :I Zoning Foundation r :1
Business [X] Type Framing [, 1
J
Other [ ] Insulation I: :I
New r ] Plumbing ( ]
..
Repair ( ] Status M.echanical [ ]
Remodel [ ] Code Wallboard [ ]
Addition r :I 12 Final [Xl
--.- - ~.. - -' .-........ - - - - - - - - -.- -- - - - -..... - - -..... - - - - - - - - - .... -. "'- - -- -, -.... - - - - - -..~ - -...... - "'.. - - --- - - - -.... - -
~---- .,-. ----------~--------~-------------------------------------~--
':f '0,
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Alarm Monitoring Data Sheet
. Installing Company
\ ).) ~ 1-\-10 6r'rD~ ~ \ ~ C-
l2S2> SoU"n\ ~~bN
S~~,' (,.)A- q'Bllf<-f
Registration # -\rl-
.Agent -J l LA- ~ ~ Y'
phone # z>z. '8 . ~ 2-B8
Customer
S~AY' s-r-t::>~ J \\...l <-
C12'C) ~DL..0 .
~~
Mon itoringCompany
~L
Telco
MPX
Scan
Scan Alarm Line
. .~. Digital
4. line 1
line 2
phone #
Account#
,
'.
Monitor Sprinkler OnJY
Monitor NFl A Only
Monitor NFl A & Sprinkler.
D
D
~
Fire Alann Equipment
Installed by Others
Installed by Monitoring Co.
D
~
Type of Fire Panel ~,6;D,~\c..S ~ 8llL-.
,.
D
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CEJ[f][f][fJ[f][][E]
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I
08112 Communicator Standby Battery and Current Rating Chart
AC Power On AC Power Off In A~ann
Normal Current Minimum Current Maximum Current
Accessory Quan- Each Total Each Total Each Total
Model lily Unit System Unit System Unit System
Used A 8 C
08112 1 200 x Quan.a:200 200 x Quan. &: 200 300 x Quan. g: 300
0125- 17xQuan. &: 17xQuan. &: 115x Quan. ""
0127 15x.Quan. &: 15 x Quan. 0:: 65 x Quan. II:
0128 50xQuan. 0:: ~ D 50 x Quan. :: C:;u 170 x Quan. e 1-::rD
0129 25 x Quan. = 25 x Quan. 0:: 50 x Quan. ""
0192 1 0 x Quan. = LO 10xQuan. 0:: lo 50 x Quan. .. SD
.... ESL 445CT .04 x Quan. = .04 x Quan. :: 40 x Quan. 0::
- . ESL 204A 40 x Quan. = 40 x Quan. 40 x Quan.
0:: e
0360' 25 x Quan. = 'Z.S"" 25 x Quan. = -z.s 90 x Quan. II: cto
01252 85 x Quan. = 65xQuan. ':: 180 x Quan. 0::
M801,2,3 o x Quan. = 0 o x Quan. = 0 60 x Quan. II:
M806 o x Quan. = 0 Ox Quan. = 0 100 x Quan. II:
-The current requirement for the ESL 425CT smoke detector is included with the D 125.
Ratings of other devices In the system which are not shown above:
x Quan. = . _x Quan. 0:: _x Quan. ...
x Quan. . 0:: _x Quan. e: _x Quan. II:
x Quan. co _x Quan. "" _x Quan. ""
x Quan. "" _x Quan. e _x Quan. ""
Column A (5:;S Column B Column C ~(O
Total = Total =z.~ Total =
16.2.1 Central Station (NFPA 71) Systems require 24 hours of standby .battery capacity. Two
batteries must be installed in the 08112 system to meet the basic standby requirements for an NFPA 71
installation. To verify compliance with NFPA 71 you only need to add the current values listed in column B
(AC Power Off) and confirm that this total does not exceed 450 mA.
An alternate means of verifying compliance with standby battery requirements for NFPA 71 systems Is to
use the formula shown below to determine the ampere hour (AH.) requirements of the system as related
to the ampere hour capacity of the batteries. Note that the formula includes a 100/0 contingency factor.
This factor makes allowance for dep.letion of battery capacity wfth age.
FORMULA FOR NFPA 71 AMPERE HOUR CALCULATION:
l Z. ~S x 24) + 100/0. 37(O?--
ColumnS Hours Contingency TotaIAH.
Total Factor
3y'U::>
Totat AH. requirements must not exceed AH. capacity of batteries:
TwoD126Batteries- "" 12AH.
~4 B-O~~
"--ro tSE- ~lJ.,)~
6ysU~
" .pc>~~ svffl..>(
16.2.2 NFPA 72A Local Systems require 24 hours of standby plus 5 minutes of alarm operation at
the end of the 24 hour period. Two batteries must be installed in the 08112 system to meet the basic
standby requirements for an NFPA 72A installation. You must use battery ampere hour (AH.) calculations
to verify compliance with NFPA 72A The following formula includes the calculation for 5 minutes of alarm
operation at the end of the 24 hour period, as well as a 100/0 contingency factor which allows for depletion
of battery capacity with age. .
FORMULA FOR NFPA 72A AMPERE HOUR CALCULATION
l ~S x 24 ) + l b (0 x 1/12) + 100/0 . 3,. 818 "
Column B Hours Column C (5 min.) Contingency Total A.H.
Total 31fw T~aI ca . Factor
:SO.O~ 3y"c%.
Total AH. re(]uirp.mAnt~ mIld nt\t ~Vl'oorl A u_____!... _..L _ L _u. .
LD ~ l)S~
L..11 A- tJ- .
~~S
SsPA~
&V~? L- '-I -r'D
""2- L{ v 0 L-l ..p~ c::.uA..
.pDI..-0~ ~u \ B L L--ITy
~0!s-rt2()1b~ ~ !-:t- K J3S" ~A =-"Z. "2QS 0) -Z~ 3> Ai4es.
5-reo r3 E 0 ~ .... l X l.-SO L-l A :::. "2- S 6 61. z... S" 0 A--t+e-S
(~lOrl..) , -{
\B~LL
( ~IO\\--
~
r\
l2-5 ~A~ 17-5
D~ ...L25"" A-~
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lox?'-1-)
~
+ (2,l.oiSX';(c.-) -\-- LOYb
b
+
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D8112F Fire Control Package
Data Sheet
UL Listings t '
. NFPA 71 Central Station
Signaling Systems
. NFPA 72A Local Protective
Signaling Systems 7l~
NFPA 72C ~em~te Signaling
Stations ' "
. NFPA ,74 Household Fire
Warning Equipment
Approvals t :
Factory Mutual
. California State Fire Marshal
. New York City Board of
Standards and Appeals
'\
Standard Features
, Eight pr~gramrT;1~ble'z'~~~~ ,...~": ."
.' 12 VDC, 2 Amp Alarm" Power "
wi~h three separate outputs
. 12 VDC, 1 AMP auxiliary power
with two 'separate outputs
Built-in:;digital communicator with
telephone line, monitor. ,d ,
. Dual telephone 'line operation
Real time clock and lest timer
. Battery charging circuit ,"
. Battery volta'ge'supervisi6'n .:
. Automatic reset circuit breakers
Dual battery'operation .
. Onboard warning buzzer and
diagnostic LEDs
. Automatic answer modem
. Remote diagnostics and
progrqmming 7lf
. Lightning and RFI protection
. Power limited external circuits
Programmable,Features, '. . '
Central'Station reporting'format
. . Two telephone numbers' .
. Automatic test reports '
. Individual zone responses '
. Custom annunciator text 7lf
. PrograrTlmable bell time "', /: '
. Audible alarm output/steady or
pulsed ' '
. Automatic silencing' ,
j \'
( .
,1,\:::; ; ,
~~ Requires additional modules or accessories,
75-05335-000-8 9/89
,
E-8112-024-010
I
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D8112F Package Includes:
(1) ,D8112,E1 Control/Communicator
(1 ):'IDl2?;~?9~1 B,~tt~ry Pla~ness
(1) 0125 PoWered Loop Interface
(1) 0128 Dual Phone Line Switcher
(1) 01640 Transformer
(2) 01.61 Phone Cords!
Description
The 08112F Fire Control Package is
designed to meet the requirements of
the growing Central Station Fire
Alarm:rl)arket,specificaIIY, NFPA 71
applications, This package is well-
suited for NFPA 71 applications from
simple single-riser systems, to more
advanced eight-zone automatic fire
alarm.sys,t~rT1s.
The 0811'2F :system can meet the
requirements of NFPA 72A Local
Protective Signaling Systems by
adding the, following equipment:
0192,' or ;,D192A Bell Circuit
, '" '. ,: : I ,!,' '~) " . 1 'l _.i " f
Supervl$IOn :Mod,ul~, .01252' Alpha II
,Command Cent~r,,, listed. indicating
appliances (audiole/vislble warning
devices), ',qnd '08004 Transformer
Enclosure (Where required).
i ,!I
, . . ~ j
Control/Communicator: The
08112 Control/Communicator is an
eight zO~'e microprocessor based
control p,anel with an integral digital
communicator. Through program-
ming and accessory modules, the,
08112 offers a degree of flexibility
rarely fourJd in other fire alarm control
systems. '
The 08112 is U.L. listed as power
limited, therefore (per Article 760 of
the National Electrical Code) U.L.
listed fire cable can be used for ext-
ernal circuits, rather than expensive
cOl'1duit. This feature alone can effect'
substantial installation cost savings.
All eight zones are individually
programmable and may be used to
monitor all types of fire alarm,
sprinkler supervision, fixed extin-
guishing systems, industrial process
supervisi<<;)n, and burglar alarm
devices. '
"
t Devices: included with the D8112F package
carry individual listings and approvals. The
equipment! included wfth this package meets
listed appliCations when installed according to
related standards.
@ 1989 Radionics, Inc.
E-8112-024-020
Annunciation and System Control Options: Central
Station Fire Signaling systems do not normally require a
Command Center to meet requirements for NFPA 71,
however, the 08112F system can be expanded to
provide more information to the end-user. Annunciation
and system control can be provided remotely through the
0360 or 01252 Alpha" Command 'Centers.
The 0360 uses an LEO display panel to annunciate
alarm and trouble conditions.
The Alpha II's lighted display uses numbers, words, and
symbols to more precisely define the source of an alarm
or trouble condition.
The Command Centers also provide audible alarm
silencing, trouble buzzer silencing, smoke detector reset,
control reset, system status reports, and many other
programmable features. All control functions can be
restricted by confidential code entries to prevent
unauthorized operation. ?
.. ~ .
. .... P' ..
.,. ,.. ,.. ..
. . . .... , ...
. .. ,.., "..
", . ..',' >':'"':,' ,._>"<<:::.>."-,":-" "<:"::. ";'::'-<";:-; "::.>::: : .....:./.<..:....:.-:-:-. ',<-::.-::-. :"'", .: -.... ....:-.;.-: .",.,.-.
Fire.. .'. ~odules~nd.Syste.rnAc.c.... esso....ri.e..... s.:........
,. ......... . " ","',"._ . ,",.' _. . .c. "-"'"
". -. ......... ,.... ..... .. . -,,--. . - ...., "". ..
. .... ." ,. ......, . ... .... - ,." . .. -.., ... .---- .....
.. :-"l)-. ';"'.... .-' P,'-;"-'-,:,'....',,:,,-,- -'-'-", -", .," .... .....',."," ,"-' .... ....- -......' .......-. ," ...-...... ..
058A FlreAlarm'Kif . '.' .... ........ ... ..... ...... . .......DOO04TranSforl11etEnClosurei>>i<<
Fire alarm annunciator conversion kit for the.. 01252i .....EnCloSLJrewithduplexbutput fotinternalnioulltihg of
Command Center. '. .q..................i.< .....HClassll.transformer\vhererequiredbycode:
0588 Fire Alarm KIt" . '. ',i 081290cto-RelaYModule.<><
Fire Alarm annunciator conversion kiffortheD360 .... .'. ...... ,Provides eight Forrrl'C'drycontactrelay outputs for
Conirn~nd Center. . ....... .... ......... ............... d< .... .' a variety of programniableresponsestoalarm,
0122 Ouaf8atteryHarnesst ...... ...................... ......... .'.troubleand othersystemconditions. '>.' ......
Wiring harness for parallelcbnnectedbatteri.es with 08130Release Modulep ....... '>i< .
. integral circuit brepker for overload protection. .... .... ...... Provides two form'C'dry contacts rated at 5 Amps
0125 Powered Loop Interface Modulet ......<> ........... '.. ". .......eacQ.for.. magnetic~door hol(jers,elevator<rec?ll,
Dualcla,ss'B' initiating circuit fqr. usewithpL listed .'. .HV AC . control,' etc:/lncludes superyised disable .
.' .' compatible two-wires'mok.e detectorsoAlsosuitable . .'.switchand Alarm/Oisable'ihdicating .LEOs. .. ..... .'
. . 'forconnectionof othe'r firealar,r)1initiating devices. 08132 Battery ChargerModule/.... ....... .. .............<..............>
0126 Battery * . 'i ...,' ............ ..................... ............. ' "',Supports additionalba~eriesofupt030Amperehour
12 VOC, 6AHsealed lead-aCid rechargeable battery. . capacity for extendedstandbyintervalahdl.4Amps'
Tworequiredto meetAH reqLJirementsforNFPA 71 ...> of additional alarm outpuffor 9udiblesignaldevices.
0128 Dual Phor;ae i.J lie Swltcher t '<<i< 081 03Enclosureq" '.' ............. ....... ............. ... ......... .......... ....... ..'
: Provides supervision of microprocessor for NFP A71 Meets requirementsforNFf>A7 4HolJ~et"lbldFire
.....~~~e7r;i~i6~~~~~~;~....~~da~~h~~sn~!.a.I...phone 'Iine '. 08.1~~r~:~g.E~~~~~~~a~)............... ............................... .......................................................................................
0129 OualClass A InltlatlngClrculfModule'. '>' . Meets reqLJiremehtsfOrNFPA}l,72A,72C, and 74
.' Provides two .Class>'A' initiating circuitswith>optional . applications (color:.red).d................ .
non~in~tantly: recycling retardfeaturefb{wet' pipe. 08108A Attack ReslstantEnclosure..... ............. '. .... .....
. waterflowapplications.Also suitable for connection M~ets therequirenientsfor NFPA7f,7?A,72G,and
of any other type, of fire alarm initiatingqevice~ . . '.. 74(COlor:gray)aswelras U.L.LocaIBl.JrglaryY.
0136 Relay... .. .. '., .' . ....... ..... '.' .................... '.. . M801(6),....M802 (8"),M8Q3(10"),MotorOrivenBeHs
Required for Com. m. and 47re.. set capabi.l.ity.................... .These"'meetaUdibiltiyiequirementsfo("NFPA72A
0192 Bell Circuit Supervision Module. ..............................M802and M803also)neet reqUii:~rTlehtsforNFPA
Provides ,a single.' Class B indicating circuit for. 74: CUrrentdraw:60lTlA @l?VOG.(color:red)
pola~izedaudible signal appliances and includes a MB06(10")Motor OrlvenB.ell . ................<d ........
. 'supervisep silence switch. Required for NFP A 72A. MeetsaudibilityfeqUirementsJorN FPA7 4
0360 Command Center .' ......... .................................................. ..... ii;ousehold Fire\^/arpingalldNFPA72A.Not
LEO remote' annunciator'display....ithaJarrr1/trouble compatible with 0192prD192A. CLJrrent d.m",,:l 00
silence~nd 'reset control features. .................../... . ........ .... mA at12YOG:' Non-polarized. (qolor: gray)<
01252 CommandCenter' '<'/i ,.........}H../<....' .......... ..'L260Fire'Brochure<'><>)<
..Alpha-numeric remoteannundator..lncludes. alarrTl/' ..... ..... End-userorientedt6ur-cOlofsaIespresenta!ionaId
.. ..trouble silence,resetahd status test control feature.s......./+(packageofl 00).><"
05100. Bar. Code Programmer...".," ...i/}......... ... ....L218ANew ~lgnanngTechnol()gyfdrCentral.Statlon..
'.. .... Provides ,programming capabilityforDSl12 and' '.. FireAlarm:Audio/Visualovervie....ofth~Digital
other Radionics' produCts. Also" serves as Com,municatorforFire.A.'arm~Ignalingin90rllpliance
',diagnosticto~1 for troubleshooting. .............. .. ..\VitQNFP~71(80slides~!th9~ssett~tape)< .....
t Included with 08112F Fire Control Package
'It Batteries not included with 08112 F Package
.~.RadioniCS"
, ,
1800 Abbott Street, P.O. Box 80012
Salinas, CA 93906
r\"
F-0360-020-0 10
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Omegalarm D360 Command Center
Specifications Sheet
...
Description
TheOmegalarm D360 Command Center is an attractive surface-mount anning station designed for use with the
Omegal,arm D811~, serj~s'9w~,r;qIf<::,qmml,micators. T.his ,economical keypad can control up to seventeen command
functions of the 8112 s~curitY::i~ys(~p?:, including: instant;perimet'er arming. delayed perimeter arming. partial perimeter
arming.shunt~~gojsele~te'i/6~el;:~n4 much 'more. The new designer styling of this arming station forms a matched set
with the Omegalartn'D1252 Alpha II Command Module; givingyou a very professional, integrated system approach to
your ins';tallati<;ms., ' " .
, . " 'j ""\. ~ ,,' ~., I
Installing t'he D360 is' ;i' ,. snap.", A staryd,ard four~conductor wlflng connection from the keypad to the
controUcoffiffiunibitor is'cost-effective, to run, 'quick'to connect; and mounting the D360 is easy. This low profile
surface-mountunit gives the appearance of a flush-mount installation and all you do is attach it to the wall. Just two
screws and it's mounted! And because it is a sufface-mount keypa~ it may be located virtually anywhere in an indoor
environfuent. In fact, the D360is so easy to install that the instructions provided with the unit are written on one sheet.
Of course~ also provided with the D360 is a User's Guide to the operation of the D360 and the Omegalarm security
system.' :
1
, .
The D360 is'fuliy compatible}Vith other four-conductor keypads used with the Omegalarm D8112. A total of five of
these type keypads may be installed in the Omegalarm 8112 system, each wired in parallel, using the same wiring
configUration as that of the D360:: data in,'data ou~'.n2VDC and common.
r
The Display
To keep you informed of security status, the D360 uses an energy efficient display panel. High brightness LEDs
provide status of the system's arm/disarm condition, individual protective zones, AC power and command mode. Zone
status is indicated in fOUf ways: fast flash for zone alarm memory, slow flash for shunted zone, steady light for faulted
zone and light off f9r normal:zqnei' Systemarm/d,isiUll1:Status is\displayed by three LEDs which indicate whether the
control is armed with ot wi~<?ut'~el~ys~ and whith'part of the system is aimed. The AC power LED keeps you informed
of operating power s~pply, and. the commaridmode'LED lights up every time the COMMAND key is pressed.
. it,.l,
75-04586-OQ()..A 11/86
: ,
F-0360-020-020 '
'. The Digital Keypad & Warning Tones
The model D360 communicates to the user several system conditions wit1lOut ever using its display. Friendly signals
like lighting the keypad and pulsing a beeper during entry delay. lighting the keypad and sounding a beep whenever a key
is touched., and spunding a double beep if you touch a key while a zone is faulted; these extra features are standard on the
D360 Command Center.
Other standard features On the D360 include the COMMAND key, which controls programmable options of the D8ll2
security system. The COMMAND fey allows several system functions to be controlled from the D360 just by pressing
two or three keys. Since system commands are programmable, you may offer your customers exactly what they need.
".J'.
Programmable Function' Keys
The D360 also..includes four function keys (A, B, C, and D). These keys allow complete system command functions...to
be prograrnm~d mto a single key. 'The benefit here is the ability to touch one key for instant command activity. No more
memorizing commonly used command combinations, merely touch a key and your wish is the system's command. If that
is too easy to control, you m~y p~ogram a security combination into the system, making the function keys and the
COMMAND key off limits without, prior use of this special combination. Like virtuaIIy everything else in this
programmable system, the choice is yours.
COMMAND
COMMAND
COMMAND
COMMAND
,COMMAND :
'COMMAND 4
COMMAND 4
COMMAND 4
COMMAND 4
COMMAND 4
COMMAND
COMMAND
COMMAND
COMMAND
COMMAND
f'
1
2.
3 '
4,
1
2
3
4
7'
5
6
," 7
8
9
Functions Controlled bv the D360 Command Center
Master arm the entire system with entry/exit delays
Ann the perimeter without entry/exit delays
{Ann the perimeter with entry/exit delays
Reset'sounders, reset alarm memory
Transmit test report
Transmit system status report
Enable 'remote programming
Local system test '
Reset detectors
Keypad combination change
I Perimeter watch mode
Special (medical) alert (silent or local alarm)
Partially arm the perimeter
! i Police alert (silent or local alarm)
i"f, .
. . " 'IJ " .
Other security system featUrescoritroIIedby the D360 CommanclCenter include duress combination, selective zone
shunting, andforce arming the system.
Specifications
Dimensions:
Color:
Power:
.' ,j
Current Required:
Wiring:
, "
Base -- H 4.56"
Cover -- H 4.30
W 8.15"
W8.12"
D .816"
Warnl gr~y.
I.. .
Nomi~al '12 VDC ~uppliedby the, 'ControVCommunicator.
. :. .
Idle -- 25mA armed or disarmed.
MaxiIputp, -~ 90mA with keypad lit ll!ld warning tone" on."
Stand'P:d fo~r-conductor cable supplies data-in, data-out, +12VDC and common.
" '
~ RadionicS
1800 ABBOTT ST., P.O. BOX 80012, SALINAS, CA 93912-0012
CUSTOMER SERVICE: (800) 538-5807, IN CA (800) 682-9865
. J' "',
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F-0128-030-010
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D128 Dual Phone Line Switcher
Operation and Installation Instructions
Description :;
The 08112 Control/Communicato(uses the Model 0128 Oual
Phone Line Switcherto transmit over a second phone line when
the primary phone line is determined to be inoperable. The 0128
module allows the 08112 to periodically test the phone lines for
usage and integrity and to report to the central station (via the
working phone line) when a phone line is faulty. As the 0128
switches between telephone lines.during testing, a slight clicking
so~nd will be emitted from the 0128. T,his sound is generated
from the relays switching the phone lines. The 0128 is protected
from high vo~age transients on the phone lines by gas discharge
tubes.
Operation'
The 0128 always uses the primarY phone line to initiate calls
(except in Automatic Test Reports, see 08112 Program Entry
Guide for details). if the primary line is used for two attempted
calls and fails to reach the central station; or if the primary line
is detected by the 08112 to be faulty, the 08112 switches to the
second line and adds to the 'original report a telephone line
trouble report. The primary line reports as ZONE B and the
secondary fine reports as ZONE c.' '
Program Execution Failure Annunciation
The 0128 module has a circuit that monitors the 08112 Controll
Communicator's CPU (Central Processing Unit). If the 08112's
CPU fails to execute its program correctly, the 0128 will sound
an audible trouble signal. This' signal cannot be reset while the:
CPU is failed. This is called the '"watchdog" feature 'and is
required for all co'mmercial fire alarm installations including
those without "signaling connections such as the NFPA 72A
Local. :,' ..,. , , , .
Stl;ltusLED~; ., .,' ,j ',: .
Four LEOs mounted on the front edge of the 0128 module
display primary phone line failure, secondary phone line failure,
failure to communicate, and AC power status. The 08112 must
be programmed to drive the LED displ~y <;>f the 0128 module.
'.
f':\ . Sllf~l AtAP... OUTPur
~ " OR SwiTCHlO,AU_ POwER
. ,0 0 COMMON
@ RJU_ SUPER\I'SIO~
lIN[ S~'fHR SHECl
'I
.EJ ~..
to('>p C,.o...nd
51.." 5t..,'
1000 OHM RESISTOR
TEtCO CORD
MOMI ~o 161
. ~ I ' ,~: ' .: l i If,
1'\
See program item # 14PhUte. When programmed and operating
normally, only the green AC power status LEO should be
lighted.
Phone Line Failure LED
An amber phone line status LEO lights on the 0128 module
when the 08112 ControllCommunicatordetects less than 25VOC
or 1 OmA of current across tip and ring of the telephone line. The
08112 monitors the fau~y telephone line for a programmable
interval (program item # 11 PhSupv) before indicating a trouble
condition.
Failure to Communicate LED
An amber LEO lights when the 08112 ControllCommunicator
has attempted ten times to communicate with the central
station, but has failed. The LEO is cleared by entering the arm/
disarm passcode i'nto the 08112 Control/Communicator
Command Center. ,.
AC Power Status LED
The green AC power status LEO is lit when the 08112 Controll
Communicator is running on AC power. When the 08112 is not
running on AC power the LEO is not lit.
Phone Cord Supervision (Optional)
The three phone cords used to connect the 0128 module to the
08112 Control/Comm unicator and to the telephone system can
be supervised for proper connection when using RJ38X
Telephone Jacks. With the RJ38X jacks and the phone cords
installed, terminal 10 of the 08112 Control is a continuity
reference which can be wired in series with a 10000 resistor and
connected to a protective zone input. When any of the three
phone cords are removed from the jacks, the protective zone is
fau~ed (opened). The protectivs';zone used for phone cord
supervision should be programmed with a zone code as follows:
3163 Buzz on phone cord fau~. priority zone
3161 Buzz on phone cord fau~, non-priority zone
PROTle TIV' lONES
I.u '..If S"p.....~.on A .noo OHM R(SIStOR
"'..~I 8,. A. f ," {"d 0' t."..
0" Whrn
T,'" 0 R.nq...q
I,' I" ., (, 1 8
~e~mmm
;{
Figure 1: Phone Cord Supervision
@1987-1990 Radionics, Inc.
74-03151-000-B il90 I .
, ,
. ,
F-0128-030-020
08112 Progra,mming Ch~cklist
o 1. Program item # 11 PhSupvwith an entry from 10 to 150
for 8112 telephone line supervision.
o 2. Program item #13 2Line YES when using the 0128
Module.
o 3. Program item # 14 PhLite YES to use 0128 status
LEO's.
o 4. Program item #15 PhT/R YES to report phone line
trouble and restoral.
CONNECTTO~11I11ID886g~8,nmllll 0
8112 ACCESSORY CONNECTOR
(J2G) VIA RIBBON CABLE @
I I
PHONE JACK
TO PRIMARY
RJ38X
PHONE JACK
TO SECONDARY
RJ38X
PHONE JACK
TO 8112
PHONE JACK
: 'I; ;' , , l \ ~_:
GRN - i~R8~~~AL 1
AC
POWER
LED
PRI FAIL
LED
SEC FAIL
LED
COMM
FAIL
LED
~
"
.\ OJ ., ~: .
FI~VRE 2:' 0128 ,Module Phone Cord Connections and Wiring
'Ji.
Installation ,Checklist, - , , . .;, '.
o 1. The Model 0128 Dual Phone Line Switcher mounts
inside the 08112 universal 'enclosure on the lower right
hand side. Fasten the module to the inside of the
enclosure with the screws provided.
o 2. The 0128 has two flying leads. Connect the green lead
to either Terminal 1 orTerm!naI2~o,~ the 08112for AC
power.
o 3. Connect the black lead on the 0128to Terminal40n the
08112. This provides transient protection for the two
incoming phone lines. This is also ground reference for
the AC LED.
,,'
. ,
Specifications
Current Required:
Idle (average): 14 mA.,.
Maximum '(average): 45 mA
\ 1 ' . . ~ '
Power:
Supplied by the 08112 Control/Communicator.
Status Indicators: :! :<
LEOs indicate AC power, primary phone line failure, secondary
phone line failure, failure to cor:nmunicate.; .'.
Program Execution Failure Sounder annunciates CPU failure.
o '4; Connect the ribbon cable to;the connecting jack (J-4) on
the 0128 and to the 08112 accessory connector jack (J-
26) on the lower right side of the 08112 faceplate. The
cable only fits one way.
o 5. Connect the primary phone line to the J-1 phone jack on
~he 0128 module.
o 6. Plug the secondary phone line into the J-2 jack on the
0128.
o 7. Plug the short (2 ft.) phone connector cord (provided
with the 0128 package) into J-3 on the 0128 and into
the telephone cord connector jack on the lower left
corner of the 08112 faceplate.
Wiring Connections:
3eight-conductor phone jack connection blocks.
1 sixteen-conductor ribbon cable connecting jack.
2 flying leads (green, black).
1
~
~: . I: , .;
Radionics'M
. \
i .
1800 ABBOTT ST., P.O. BOX 80012, SALINAS, CA 93912-0012
TECHNICAL SUPPORT: (800) 538-5807
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D
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F-0192-031-010
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D192A Bell Circuit Supervision Module
Installation Instructions
Description
The 0192A Bell Supervision Module is used with the
Radionics 08112 ControVCommunicator (equipped with
a Command Center) to supervise the wiring from the
08112 to remote fire alarm indicating devices (in
compliance with U.L. 864, NFPA 72A). The 0192A
powers the alarm indicating devices from eitherthe panel
alarm output or from an auxiliary power supply. This
feature allows the system to support more indicating
devices on longer wire runs. It also allows the use of 12
or 24 volt alarm indicating devices (requires the appropri-
ate power supply).
The wiring is supervised for open circuit, short circuit, or
grounded circuit f~ults. The 0192A Module is also used
as C;l filter to stabilize the bell output voltage of the 08112
in the event,that th~ battery,poYier i~ i!1terrup~,ed. Several
0192A Modules can be connected to the same zone of
the 08112 however, if you: want individual annunciatiorl '
of each bell circuit, connect the D192Ato a single point
on a 08128 bctoPOPIT Module. ' '.
The 0192A Bell Circuit Supervision Module is designed
to use only polarized {Oq. indicatingl,devices (se.e the
Specification for Radionics.firebell modeL numbers),
NOTE: Not all signaling devices are polarized and those
used with the 0192A Module must comply' with the
following parameters:
, ,
. Must be polarized (OC) equip me lit .
. Must match the voltage: rating, of the alarm power
supply
. Must not exceed the current rating of the alarm power
supply, I:
. Must not exceed 2 Amps per 019~A Module
Operation I! , !
Ouring normal operation the bell circuit is supervised for
opens, shorts or groLinds. If any of these conditions are
detected, the 08112 ControVCon1.municator indicates a
TROUBLE conditiOn 'bOth alidibly' 'and 'visually at the
Command Center; and can be programmed to report to
a Central Station.'
When the 08112 Co'ntroVCommuriicator detects a fire
alarm, the bell output circuittriggers the D192A to'slipply
circuit power from the 08112' Alarm :'Outputor1the'
optional Power Su:pply to the indicating devices. !'
.' ,;,
, ' ,
! "
Disconnect Switch
The 0192A Module has a toggle switch which is used to
d,isconnect power to th~ fire alarm indicating devices
while testing the alarm panel. When the toggle switch is
put in the SILENCE (OFF) mode, the 0192A presents a
short circuit to the zone input of the 08112 ControV
Communicator, causing a trouble response. When the
0192A Module is mounted in the 08112 enclosure, the
toggl~ switch cannot be used without access to the
interior of the enclosure.
Programming
Supervisory Zone:
Program the 08112 zone code (protective zone
supervising the 01~2A) with the four digit code: 4161.
Program the custom Alpha display of the zone (protective
zone supervising the 0192A) with zone text, (e.g.: BELL
CKT):
Trigger Output: '
Pr~gram the 08112 alarm output response, item #75
Pulse: Yes or No. Item #75 Pulse programs the
Control/Communicator to respond to a zone pro-
grammed for fire detection in the alarm condition in one
of two ways if programmed for pulsed bell output:
When programmed Yes:
Tennlnal6
Pulse + 12VOC
Vfhen,programmed No:
, TennlIJal 6
No Output
Tennlnal 7
Ste~dy + 12VOC
Tennlnal 7
Steady + 12VOC
N9TE: A 0136 plug-in relay must be installed in 08112
socketK6 for terminal 7 operation.
74-0SS1S-000-A 1oi89
D 192A Installation Instructions
Paae 1
(Q 1989 Radionics, Inc.
" il
. F-0192-031-040
Specifications
D192A Operating Voltage:
12 VDC supplied by D8112 Control/Communicator,
Auxiliary Power and/or External Power Supply
Alarm Output Voltage:
12 VDC supplied by D8112 ControVCommunicator,
Alarm Power Supply
12 VDC or 24 VDC supplied by Auxiliary Power
. Supply ,
Module is rated at 2.0 Amps at 12 or 24 vqc
D192A Module Current:
Idle: 15 mA
Alarm: 50 mA
Maximum rating of mOdule alarm circuit is 2.0 Amps
NOTE: Power draw will come from an external
power supply if one is used (see Figure 2).
Dimensions:
5" L x 3" W .
Bell Circuit End~of-L1ne Resistor:
Radionics part number 15-03130-005: 560 n, 2W
>..
.
,
-I
Radlonlcs Indicating Devices:
Radionics M801 Motor Bell (four-wire, 6" gong):
60 mA at 12 VDC
Radionics M802 Motor Bell (four-wire. 8" gong):
60 mA at 12 VDC
Radionics M803 Motor Bell (four-wire, 10" gong):
60 mA at 12 VDC
Contact Rating of D 136 Relay in D8112 Co ntrol/
Communicator: 2 Amps max. at 12 VDC
Power Supplies:
Only the following power supplies can be used for
U.L. installations:
Alarm-SAF:
24V,4A AS-PS5-BFS-24-UL
12V,4A AS-PS5-BFS-12-UL
Alarm-Sat power supplies provide a voltage output
to indicate trouble. Installation requires U.L. listed
relay device to provide dry contact connection to
the Radionics control unirs supervisory zone. BRK
Models A77-716-0) (9.0 t-18.5VDC) &A77-716-02
(19.0 to 31.5 VDCj or equivalent devices may be
used.
~ RadionicS:
1800 ABBOTT ST.. P.O. BOX 80012. SALINAS. CA 93912-0012
CUSTOMER SERVICE: (800) 538-5807
,
;
~
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H\ !~I~,'::. .'_'" "
POWERSUPPLlES, BATTERIES, TRANSFORMERS
"r.:I~:.
~.. Alarm-Saf
, ,~ . .. ~. ~t ,;, J ~ .: i; i ;: ; l I
::'-,";11, ,.;' Ji~"::'.:~,::_~: J
Pow~r' ~u?plies/Chargers
~ NFPA I
~~~~tft>utPut'@ 12 or 24 vec" "
. 's1\iil$+.'itadit Pnitected .' .>" .',
. Overtemperature Protected
. Fault Output On: Low Battery, Loss of AC,
Blown Battery Fuse, Blown AC Fuse
Lockable Vented Cabinet 15" x n.x Ii
. Maximum Battery Size: PS3 (20 AH) & PS5 (30 AH)
. Model: AS/PS3-BFS-12(3Amp@12VDCSystem)
. Model: AS/PS3-BFS-24 (3 Amp @24VDCSystem)
. Model: AS/PS5-BFS-12 (5 Amp@ 12 VDC System)
. Model: AS/PS5-BFS-24 (5 Amp@24 VDC System)
. Lifetime Warran~ on PC Board
, '
II
,!.'t \
,I ./
12. x 12. x 4.
t,..'_"__! '
. ", '!.
'I, -,......1'
7. x 5.12. x 1.62.'
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1,75..7,11.)( 1,75.
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15. x 11~ x 4. ,
1.5 Amp Output @ 12 vec
. UL Pending
. Short Circuit Protected
. Overtemperature Protected
. Fault Output On: High DC Output,
low DC Output,
Blown Battery Fuse,
Blown AC Fuse
. Form .C. 2Amp
. Lockable Vented Cabinet
12"xl2"x4. ,
. Charges 12 AH Battery Set
(Included)
. Model: AS/PSI5/12-BFS-I2V-UL
. Lifetilll.e Warran~ on PC Board
2 to 5 Amp Output 6 to 24 vec
6,12, 18,24 VDC
(Switch Selectable)
. Short Circuit Protected
. Overtemperature Protected
. Fault Output On: Low Battery,
Loss of AC, Blown Battery Fuse,
Blown AC Fuse
. 2Amp Output Modet ASIPS-2
(12 AH Battery Maximum)
. 3 Amp Output Modet AS/PS-3
5Amp Output Modet AS/PS-5
130 AH Battery Maximum)
. Lifetime Warran~,
1 Amp Output @ 12 VDC
. Short Circuit Protected
. Overtemperature Protected
. AC Indicator
. Charges 4 AH Battery
. Model: AS/PS-12 '
. lifetime Warran~
'L;
#
S. x 7" x 3.5.
5.5" x 3.62" x 1.87"
3.5. x 2.75. x 1.62.
"'\.:'.'
1 Amp Output @ 12 vec
. UL Pending
. Short Circuit Protected
. Overtemperature Protected
. AC Indicator
. Charges 4 AH Battery (Included)
. Modet AS/PSI/4-BFS-12V-Ul
. Lifetime Warran~ on PC Board
1.5 Amp Output @ 12 VDC
Short Circuit Protected
Overtemperature Protected
Fault Trouble LED on: High DC
Output, Low DC Output,
Blown Battery Fuse, AC Fuse
Charges 12 AH Battery Set
Model: AS/PSI5-12V
Lifetime Warran~ on PC Board
1 Amp Output@ 6 to 24 VDC
. 6,12, 18,24 VDC
(Switch Selectable)
. Short Circuit Protected
., Overtemperzture Protected
. Overcurrent Protected
. AC Indicator
. Charges 6 AH Battery
,. Model: AS/PS-l
. lifetime Warran~
C':.
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l:
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---
---
--
~ Power Supply/Charger
· .lIil'illiffilim~~~~fllil1mii lilli/"! ~~~~~~~~i~;~ 12-UL ~
' .,). .:'.:. "::;:~;;;:~:-,.4'~'.....;;:< ~>:...: ,... "::1 NFPA. 71, 72A, 72C, 72D . ,
. ',::",,:";)?;.::;~.:.-:,:"::,"'" ~':;:::;:::~::;.";'~. ..:;~.' The PSS-BFS-12-UL is a UL-listed 12VDC14Amp. power
. . . "'.....--..."...... .
. : ':'" .~::.----- ..' . supply/charger and is complete with an internal stepdown
. .....' ': . '::'..: . :....~. .~. .':..:'. . . transformer, louvered cabinet and key lockable door.
<}'};d,{j:);.;~.' . .. ~~1~:~:~~:r~~i~;i:;7~~~:E~i~~
. .,!,.y . ""~.:.:".:"< <:~~':<.Y::\.'. .~ .,:.:': sure.} ~
b.
. ."...
,.' iJ . . "'. t,
Dimensions
Cabinet Size:
Cabinet Weight:
Cabinet Material:
Ballery Space:.
11"H x 15"Wx 4"0 (27.94 x 38.1 x 10.16 em)
18 Ibs (8.16 kg) Less Batteries
18 Gauge Steel
4718-1if x ~6-L x 4"0
SpeCifications
,.
Electr1cal
. Input Voltage: 120VAC, +/~ 10%. 60HZ $ingla Phase
, Input Current: 2.5 Amps Max.
, Output Power: 12VDC Regulated @ 4 Amps Max.
. Ripple (RMS): .005VAC @ .5 Amp Load. .250VAC@4.0 Amp
Load
. Battery Capacity within Cabinet: 16AH Sealed Lead Acid
. Battery Chemistry: Gell Ceu, Sealed Lead Acid .
Conditions
. Visuallnd'lCation: Green LEO.. AC Presence
Yellow LEO.. Fault
· Fault Conditions Monitored: Low Battery; Loss of AC; Blown!
Removed Battery Fuse; BlowlVRemoved AC Fuse
. Fault Output: Terminal Connections Provide a Current Umiled
Output
. EnvIronmental, '., ,
· Operating ConCfltiOns: 32" t01?OOF (DOC to 490C)
I-(umidity, 65% @ 650F .. .
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Feature$
UL Usted. UL1481 , Guide UTRZ
12VDCl4Amp CapaCity
FaultStalus
Key t.ockable Door
Thermal and Reverse Polarity Protected
LIFETIME WARRANlY. (P.C. Board)
,': .
Typicall).s,es
"
Fire
Arxass Control
CCTV Systems .
Proprietary Telephone Systems
REV_
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..... -..,-........
"<4::'i~I.~.j~:'k~;;'~t~~~~~{J~.)J.;""~.~'d.:.....;~:.,i~,,' ~"'''_';~'_''~'~~~\.~' :'i~:':4>:J.;~.., 'I:' ..' ;~~.,..~l.- :.>..,:,4-':"~'J~;~~~'r.~-';~...~:i.,'~ :'~:t'.~1t,.',: .
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..."'~'~"":-~ "'tr~::;'~~f">~ "".4~"\ 'Po' .'fj'ie''''__~'';''''.i'' ,k ..1> v::}.J :7;' ,~1 ' .' '.',,: ~,,""''' ..;j',..~I:~;"~":."':'''''-'''4'''Ar'''"~.",j.,,:,r~!'IjiJ'''\4..'
,p.' ';.'H~;Jrt~,!J;,.<t) \;E.' .,~'",;'~':"6;~' '1]' R. ,.,: C :."~:~,~"S M ,'.0, K '- E ' " . ~ . ,:~t~';, '1'i:'/~f'.Q~!.f'~"jJl~:.J!;~::i::;;~,.'
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FEATURING...
> Diagnostic/Sensitivity Test Features
>- Easy Disassembly for Cleaning
>- Sensitivity Voltage Output
>: Interchangeable 2- and,;4-Wire Bases
>-. .12 or 24 VDC Operation;'
>- Heat Sensor Option '"
!
"
. Description' " : !i'
The DS250 series are low profile, photo-
electric system type smoke detectors.
They incorporate a separate detector /
base design that permits use with both
2-wire and 4-wire bases. A magnet ac-
tivated test feature and a voltage output
provide the ability to confirm proper
factory calibration after installation.
A unit with a heat sensing thermistor is
also available.
Operation
The detector has an Alarm reset with
power interruption of 1 second. Factory
; ;,,: .,," calibrated for nominaD.2%/ft. gray
". h" .',. ,'J.." I ."smol\e ob$c!lfation.
f, '~1It!,-'!~,h-r'lj\qj:.'W!":1~i f'\r!,!,,:~~~.-,ij~yl\j-r, \ .J)JI.~
~'\,\KI;~:":!i:!:.:'~h!J~:iMouHt,ing i: ;~cf;': "
, I May be mounted directly to 4-inch
octagonal electrical boxes, single gang
switch boxes, and wiremold surface box
#5738. Large diameter bases also allow
4" square box mounting.
>1 '
'I I
ill \: I I (
.': ',' '>"'1, ;1 "'. r,
Power Requirements
2-wire: 8.5 to 33 VDC
4-wire: 10 to 30 VDC
10 to 30VDC, 80 micro-amps @ 12VDC,
90 micro-amps @ 24 VDC.
Mounting Bases
Compatible with 2-wire or 4-wire bases.
Different diameter bases and several
different output configurations provide
application flexibility.
Alarm Output
The Alarm/Test LED flashes briefly
every seven seconds to indicate that the
detector has power and that the smoke
sampling, circuitry is functioning. The
LED latch'es ON in the event of an alarm.
!~
Signal output is dependent on base
selection. See base selection guide on
page 2.
For 2-wire installation, it is vital that UL
compatibility be verified by consulting
the MB Series installation instructions
#25258.
Detection System~, Inc.
130 Perinton Parkway, Fairport, New York 14450/ F(lirport, NY: 800/289-0096; 716/223-4060; FAX 716/223-9180
Hixson, TN: 800/727-3002; 615/877-3020/ Sacramento, CA: 800/444-3106/ For Technical Service: 8001DSI-7454
:. .' . (374)
I
.~
,.<~:ff<);D';'~::;'~i"'2'~$i~'5~> O~';'~! ii'S:'~" 'E" ': R' 'I"~ "':E' ,~o ;':S!':''''' S'. p' >~!'E ':' C' "";, '/,"",' ';'/' ,,' O';,t:'A' "~~~'~T.:~'-rll).:rO' 't~:N" It(~'S< . .'
, ~::I'''~ ,/!';>.~~~ ~ oil':' : ,~" :~~''o /.; ~<- ,:, ~ g~ ~:. , ~.. (r.1.:~" .:; ~. f of',' ~ ~ ,':jJ" ,~,;' #....)'1..(r:.~~, :,~;,}~(",~~,"~,~_,;,/.~~"...-~"." ,
Storage and Operating Temperature
+320 to I OOOF (00 to 380C). 0 to 95%
relative humidity (non-condensing).
Enclosure Design
High impact fire retardant ABS plastiC
enclosure and separate twist-lock bases.
Test Features
To meet the NFPA 72E Sect. 8-3.4.2 re-
quirements, the DS250 series feature a
unique magnet operation/sensitivity
test function and a direct voltage meas-
urement test ofthe sensitivity. The de-, ,DS250TH Detector w/heat sensing
tector operation is tested by placing a ' thermistor (requires a base)
magnet next to the unit which activates
an internal reed switch. If the detector is E0L200 End-of-Line Supervision
Module for use with 4-wire
within its calibrated obscuration range, t
it will immediately signal an alal;m. If the sys ems
~etect~r is outside of its calibra~e? oq,-", ", "Test Cable
scuratlon range, the alarm LED wlll!t1ashl:l 'i:,;1~2qp,O, !;' ;,' .~! ;, i!' ;
at different rates to indicate whethef'thei, ~.;, 'i: ;', ,~' ; " ' "
unit is above or below the proper cal-' Protected under one or more of the following patents:
ibration. A voltage output is also avail- ' 1339,079 ,
able, which allo~s direct reading.of the ," , O,ther patents pending, ,
sensitivity level using a standard DVM. ; ;,
8adio Frequency Interference (8FI)
Immunity
No alarm or set -up on critical fre-
quencies in the range from 26 to 950
Megahertz using a 50 watt transmitter
located I ft. (.3m) from the unit or at-
tached wiring,
Ordering Information
05250 D.etector only (requires a
base)
. : ',(. ,....:5;: DS25irilfMB2"'ilj'ilse?~ ~ "..
(I ',' ~ T '".' - I "'!It.. r ~. (\ \l:. ,
f-
1<
))I~Ds~~I~~ad _~l\
"_..,n.. Side View" '-,\ :48"."
5.5" ..I
1.73"
'co" -:'~, :"o,'I.'-,Jt:O '. '''''~;'.;''2''III'L<) ;i'\'!'f""~.;" '.' '.:' .,
'",.,.';~", ."&oil' ,In ",u, ,,'I'I! ',-~1!s,e,iI!'/';~\:', "
~r--m~~w_n-m 1"
III DS250 Head \ 1. 75
(------ C, .. n" Side View' .... '-------I .53" 1
I ~ 6.375" · I
... '\ ~ . #1 ,- ~.,,,,<, ..~. .".,.. """I.<...",:;:t' _ .~. '
. "i:" '!i:'DS250,jn"MB4W.'Base~:';:1 : '
'> ~ .~) ~ "',.'" .~..~h .....ri...1J.. '
{[r-_n~~mrn-n\ .
,L ._()?~5Q, f:lead . nn, "
...--- L,_~_'_n______.___.__n__"_~ __ 1 2. 5
I Side View \ I
1-< 6.375" ~ I
" <-\~ ;;1Atr:\~-t,,- ';'" 4'i\~~, ,it,,, J',~ . ?' ~ ~ ,'~ .. , . r <0 , '~'-;"J~~~.;,:""~r~'~~~~~~j~'X4W~[~~..t". ~.~ .
;;,,"l..;r,-,::'\~': ',l\' "';"'i' ';~:l ,,\:. /1,,, ., ;..,., i ;",. BASE SELECTION GUIDE., . . ..:] ; "".!~:,7;-;,~, ~"'1''''~;,\1li\\.r0..%ifff~~fIJ''~''~~~:',.'
'""\l;! '" ~, h ,,~ 1 , . q, '. ~ ' .,- , ~... ....{ , '~ ,_'1.\",\,..,jI'..'" ~"r.~"""" ~,'f~~~.';~~" .
" Mounts to:
Base Description ' . Output Diameter
4" octagon single gang wlremolU 4" square
" #5738
MB2W 2-wire 2:'wire 5.5" . . .
MB2WL 2-wire with large diameter 2-wire 6.375" . . . .
MB4W 4-wire' Normally open alarm contact. 6.375"
Rated 3 Watts, 0.125 Amps @ . . . .
\ ,:,;:!,~,(.,JA, ,28;VD<1,1~esistive loads ol')ly.
!, ' II ~",ii~' ;},l . NbrmalIyopen alarm contact.
Rated 3 Watts, 0.125 Amps @
MB4WA 4-wire with aux relay 28VDC, resistive loads only. 6.375" . . . .
, Form "C" (NO/C/NC) auxiliary
, . . contact rated 30'Watts, I Amp'
@ 220VDC, resistive loads.
Normally open alarm contact.
Rated 3 Watts, 0.125 Amps @
2~VDC, resistive loads only.
MB4WE 4-wire with power Normally open auxiliary con- 6.375" . . . .
supervision tact rated 30Watts, 1 Amp@
220 VDC, resisitive loads.
Built-in N/C power sukervision
, , ;j( , .", ; irelay opens on power oss.
"
,I
PIN 267908
@ POTTER
Series 600/620
Spot Fire Lowecator
\,- Potter Electric Signal Company
2081 Craig Road. 51. Louis. MO 63146 I (800) 325-3936 I (314) 878-4321
Thermal Fire Detector
f
· DUAL ACTION · UL TRASENSITIVE
· ATTRACTIVE. DURABLE
FM APPROVED , ,APPROVED BOARD OF STANDARDS AND APPEALS, N.Y.C.
"': I\PPROVED FIRE MARSHAll-STATE OF CALIFORNIA
RA TE-Of-RISE! fiXED '-TEMPERATURE ;, When activated, the external heat collector drops
away to provide quick visual confirmation that the
element has operated.
~
UlllSTED
Dual Action
Series 600/620 features combination rate-of-rise and
fixed temperature detectors. Rate-of-rise detects in-
tense fjres by quickly responding to rapid tempera-
ture increases, while fixed temperature reacts to
smoldering fires by responding to a specific tempera-
ture setting.
Ultrasensitive
'l ;',
Series 600/620 Spot Fire lowecators use the saine
reliable pneumatic rate-of-rise element as in former
models, but with added aesthetic appeal.
The fixed temperature element uses fusible alloy.
~
I~
4911
16,
Attractive
\~.
,\
"
Series 600/620 protrudes a mere 1%" from the
ceiling surface with smooth, pleasing contours and
an all-white finish that easily conforms to ceiling
aesthetics.
Durable
Materials for the Series 600/620 are carefully selected,
for high strength, corrosion resistance, and integrity
at points of hermetic sealing. No field maintenance
is required, only normal periodic testing.
.-..L
,2."
16
Ir=-
T
I..
1311::::::;:j
4 , 4.!.1I
4
I~
BULLETIN 868 1 OF 2
,:-! }':::'~:s-~.:;~:~'i ::.:\~~..;;~t\~f~:-\;.~~t:~~:~. ~;":
". it.. ':_-. ~,,~,..~.,,:."t...'."~'.,'('::;.\:.~':fl.....~.~
. ..: J:,~ . : . : :....; ';.""._ .....,::~~' ~ .....~~. ".:",:_. '.of'. :. ." " .. -:
~.
Fire Alarm
Stations
Features
---.. . PULL LEVER
,
'. SIMPLE POSITIVE OPERATION
. BREAK GLASS
. AITRACTIVE, STREAMLINE
. DESIGN
. SINGLE OR TRIPLE ACTIC?N
. UL LISTED
'I, ': ,:'.1
DescriptiQn , .
"-
Edwards Ca t. No. 270 Serles Non-Coded
Fire Alarm Stations are sturdy, attractive
and designed lor economical Installation.
The station Is a vailable In Ihe following
operallonal and lunctional designs:
- The basic Cat. No. 270 Series provides
a single action, break glass InlUatlng
station." Is available with nonnally
open (N.C.), normalfyclosed (N.C.) or
combination N.O.lN.C. contacts.
The basic CaLNo. 270Serles have screw'
terminals for field connection. The CaLNo.
270A Serles Manual Stations have 6"
wire leads.
SECTION 6000
INITIATING DEVICES PAGE E-17
ISSUE 3
NON-CODED FIRE ALARM STATIONS
-The Cat. No. 270T Series are used with
the Cal No. 273 Steel Housing and
provides a triple action stalion. The
station is available wilh normally open
or norma Ii;' closed Initiating contacls.
The Cal No. 270T Series Stalion also
Includes a trouble "tell tale" conlacL The
."tell tale" cOntaclls available as
normally open or normally closed and
provides contact switching when the
"second" action 01 the triple aclion
device occurs. Screw terminals are
provided lorUeld connection.
- The CaL No. 270P Series Is a break
glass. nOrmally'open preslgnalstation.
Specifications'l ."
FINISH 'FIre Alarm R'~ with Ak.I:nkrn Stri;l.
, ;
.'
Cat No. 270.SPO
The pull olthe lever sounds an alarmon
all preslgnal Indicating devlces.lns.erting
a key and turning It wllllnlliate a general
evacuation alarm. Screw terminals are
provided for field connection.
All non-coded staUons are desl~ned for
eIther !lush or surlace mounting. ForllLlSh
mounting a 4" square box with single cang
plaster cover should be used. For surface
mounting the Cat. No. 270 Series or 27~
Series use; P-027193 Cast Sox. P-039250
Sleel Box. or CalNo.1291 Housing for west/),
erproof enclosure. For surface mounting
the CaL No's. 270T /273 Series Triple ActIon
Station use P.,039250-CX>J2 Steel Box.
:i
WARNING: Th4.. d.vIe.. w1U not opt "It wtl!>ol.C
.leclric.al po....r. A.a II". lrw-qu.ntif
uuu po....r (nlorruptloN.,.'
IUlIp..t you dl..:uu lutth.r
ul.puard. wIth )"Qut lou/II"
prolocllon ~lrt.
:
Switch c:ont&ctl Fie ld Connection. Trrxble
UL I Si'lgle ' Double CIoMd Open Saew Wire Pre- Sene. "Tel tale"
Lead Signal ~ ~stor Contact
C.l No. . Llal.&d Pole . polo C Ircutt Circuit TennINls
270-DOC II: x II: II: II: ~.' t.
270-DPC .' x x x . .
270-DPO x : X X X
'27OL.DPO x x x x x
27OP.DPO x x II: X x
'27OLP-DPO x x x II: X x
2TOP.SPO x x x x x
'2TOLP-SPO x x x x. x x
-27OR.OPQ x x, ' ' x x x
'27OR.SPO X ',.'0(\ II: , X II:
X ,
'27ORp.SPO x x : x x x x
"
270-Sf'C x 'x ' ' II:
<:m:.~') x l\ ; II: X
. X x
-27OL.SPO x x ; .' 1 x
27Cl.l..DPO x '. x :1 x x
-27ClA!..DPO II: II: II: X II:
27QA.SPO II: x II: x
-270Al,.SPO x x x It
x
270TC-OPO ,x x , x
x
270TC-SPO x II: x
x
270TQ..DPO x x x x
270TQ..SPO x' x II:
X , . , 1
---
-FOt II.. 0tI ~. cSI~1Of c:lrc:ulll only.
ECWA~nR: . ^ . ........ rot'- ,...~.............
Wheelock's ()IMln l)ells offer kJy.J p()VJcr consumption VJith
high sound aU/fJut AC or DC, indoaror outdoor and single
stroke or vibr()linu models' avail()ble in 1)",6" i.md 10" shell
sizes. Standard rr{ounling options arc provided for conve-
nient installation
Unique strobe bell combinations are also available for effec-
tive audible and visual signalling. The new strobe bell com-
bination signals consist of .Wheelock's standard bell and
strobe attached to a plate that mounts directly to 4" square
back boxes or to Wheelock's SB Surface Backbox. The bell
includes suppression to minim'ize'RFI generated by fhe .con-
tacts. In-out terminals are provided for both the strobe and
the bell so they can be operated independently or in parallel.
Ordering Information and Specifications
Model Shell Input Input dBA @ Mounting Approvals
Humber Size Vollaoe Current 10 leel Oolions
46T -G4-12.R 4" 9-15.6 YDC 0.125 B4
'" 46T-G4.24-R 4" 18-31.2 YDC 0.063 84
:>>:
I=~ 46T -G&-12-R 6- 9-15.6 VDC 0.125 85
-<~
~~ 46T -G6-24-R 6" 18-31.2 VDC 85
>~ 0.063
u 46T.G1D-12-R 10- 9-15.6 YDC 0.125 87
0
46T-Gl0-24-R 10'" 18-31.2 VDC 0.063 87
43T-G4.24-R 4- 24VAC 0.410 85 A. B, UL, fM,
'" 43T-G4-115-R 4- 115VAC 0.085 85 'C. 0 CSA, CFM,
:>>:
1=", 43T-G&-24-R 6" 24VAC . 0.410 86 ULC, BSA
-<--,
~~ 43T-G6-115-R 6- 115VAC' 0,085 86
>
u 43T-Gl0-24-R 10'" 24VAC 0.410 88
-<
43T-G1D-115-R 10'" 115VAC 0.085 88
~ 42PT-G&-12-R 6" 9-15.6 YDC 0.750 72
..,~
--'.., 42PT-G&-24-R 6" 18-31.2 VDC
"'~ 0.380 72
~~ 42PT-Gl0-12-R 10' 9-15.6 VDC 0.750 74
UC
COC 42PT-Gl0-24-R 10'" 18-31.2 VDC
t:; 0.380 74
STROBE BELLS (All models UL listed, CFM listed and BSA approved)
Bell I Slrobe
: Peak ,
Model Shell Input, , Inpu,l dBA@ '. Input Input Candle- Mounting
Humber Size Vollaqe Current 10 leel Voltaoe Current nower Ontions
46T.G6.12-WS'12.fif.R 6- 9-15.6 YDC 0.125 85 . 9-15.6 \lDC 0.084 8000
6T-G6-24-WS-24-fiF-R 6- 18-31.2 VDC 0.063 as 18-31.2 VDC 0.042 8000
K6T-GlO-12.WS-12-HF.R 10'" 9.15.6 YDC 0.125 87 9.15.6 \lDG 0.084 8000 E, F
k6T -G 10.24-WS.24.fiF.R 10'" 18-31.2 VDC 0.063 87 18-31.2 VDC 0.042 8000
NOTES:
1. Typic! <1M 1110 I<d. is m<1Sur,<I in an anechoic dumber. Z. M models are pnMde<l MU1 in~ Wtw termiculs.
3. Each bell medunism is a<ljusltd to oper.lt, only wi1h ~ $he!I ~. 00 not mix WeIs and IlledlWsms <lurio<J
ins1.J~tion. 4. DC mrnino bens have an In-rush current Ollplll'\\Ximltdy 2 limes nttd ClKTtIIl dumo InlIi3l tum-oo. 5.
SltOOe bell modds i1du&: Rf1 suppression to minimize Induced rio~ on Ihe 3l3rm lines. 5. ApProoals: III - Uoderwrilers
Ltbonlori<s, UlC - Uoderwrilm LJOOr.ltortes of Caruda. CfM - SUle of Cafrtoma lire lWsIuI. flol - Factory MutlUl,
(;SA - UiudUil su..wds AssocUtion, BSA - New Yon: City IloJrd 01 SUndJrds U>d ,\p{J<JIs.
Mounting Options (All optional mounting plates and backboxes must be
ordered separately. Specify color when ord~ring.)
A SEMI-flUSH
B SURFACE
wheelock
Tl1f SIGNAL SOURCE
(
ALARM
BELLS &
S,.ROBE
BELLS
c
p;it\..t-' -
~~Ll:.
...............
6-INCH
STROBE BELL
(
SB
,
1
--~GENTEX
4" Electronic Horn'
HG or SHG Series
Applications
4" low frequency electronic horn and horn/strobe
that meets code requirements for supervised fire
alarm systems
The HG/SHG series are quality electronic signaling
devices that offer you both dependable evacuation
signals and visual alarms or a combination of both by
simple terminal wiring The SHG series can also be
wired to have independent operation of both horn and
strobes. (See wiring diagrams). This can be simply
done by removing two jumper plugs located on circuit
board (See installation manual for details.)
The HG/SHG series are easily field changeable
from a steady low frequency alarm signal to a pulsing
low frequency alarm signal by simply removing a
jumper plug. Changing from steady tone to pulsing
tone does not prevent reverting back tiQ orig(nal tone
at a later date. All units are shipped'from the factory
in the steady alarm mode.
The HG/SHG series are desigi18d to be used for
both new construction or retrofit projects by easily
mounting to 4" electrical boxes or 2 gang old work
boxes (see back for details). .
All HG/SHG devices are UL 464 listed for use with
fire protective systems and are warranted for 2 years
from the date of purchase.
Standard Features
. Low frequency/penetrating output.
. Low current consumption 21mA. (HG124)
. Wide voltage range.
. Screw terminals, separate in/out wiring option for
both horn and strobe.
. Steady or pulsing tone.
. Textured finish high impact plastic faceplate.
. Wide variety of mounting options for new construc-
tion and retrofit applications.
. Supplied with beauty plugs to accommodate a ,
variety of installations.
. Flush or semi-flush mounting without the need of a
trim plate.
. 100 candela strobe option (SHG24H).
. UL 464 listed for fire protective service.
SHG
Approvals
SERIES
HG
~
CI\BVIA)
~.
MFMflER
Americans with Disabilities Act (ADA)
BFP
Available Models
Model Operating Light Rated Peak dB
Number Voltage Effective Current @ 10 ft.
Intensity in Draw
Candela _ ____n_______._ ._.__......_"____nu.__.
---_..~._--._- ---- .._...~-_._,-~- .om _n_ _ _ ~__.____..
HG1_~'!...-__m_ 10 30 N A ~__~J____ 105 -- ..
---~ - ~-
----.----- ------------ .._.._----~.---. ------------ ._.-~..__..._- --...
~HG12L_._.. 10.16 1.7 cd __60rllA...__ f-_.9_Q.______
-~.__._-_. ---.- -_._~.----_.
SHG24L n~_:U..:..l.Qn__. 17.8 cd' .. . .. .6.QiT16.._ -. . _1..0_0__ .n_
on_ ___ ____ ______. "---0______---
SHG24H 21 30 100 cd 145rnA 100
'9.7 cd@OC
~
'GENTEX
"
Wiring Diagrams
. .., '.. :~' ~"': ~r ;'; r:. C......,.,f ;:; r .'! .:,nto! ! q
_.. l ::. ~ : '
;\~;':~1
~,~.-:-.':::l"
~._":~'..
'-1:'-
\:'
0-
.. ':., ,: -:;:"); ~ ::,-,- .-:',;'/ ."/':. Tr.:'r.: r'~W,tllF.P I'J[:Er'PJ[\f t..iTL"
"011 :-:~'.":.~ ':';:~:,,-'I: ~:r.~;:.o l..IOUS1'J'; ,"~J(' no,lQ'.'f .P.1P,'rfIl5 1 M'Jr. r
:-:~ :', ,'.~: ~~'..~ r. !,'Jt' ;-r.~\IJ~f) Tf' \'"I:1f u("'l1rj ltHO r,lflrl JlT
[[[filL ffi~';' "~]
':f~I~ltl~J'"
NOH: ~i.".\ c~ ,~ SlI"rUff1 :(' [1[\ ns WilEN CClNTR[lL rANE, IS Li\TCHfO
\tI
SURFACE
o
o
a <:;::) ~o
~~t:::>D
o I
Oi
'--/
FLUSH
I
I
-~_I
I
SEF1IES
Architect & Engineer Specifications
The alarm signal shall be Gentex model
or approved equal and shall be listed by Underwriters Labora-
tories for Fire Protective Service. The model -
shall also be listed with the California State Fire Marshal and the
Bureau of Standards and Appeals (NYC).
The alarm signals shall produce a sound output of 90 dBA
or greater peak as measured in an anechoic chamber.
The alarm signal shall be capable of chc:mging from a steady
tone to pulsing without permanent alteration to the unit.
Maximum current consumption at 2i1VDC for alarm horn
only shall not exceed 21 milliarnps and the maximum current
consumption for horn/strobe using 18 c:andela or below strobe
shall not exceed 60 milliamps. For those applications requiring
the higher candela output strobe with alarm horn, the strobe
output sh<111 be 100 candela. The current consumption of the
strobe shall not exceed 120 milliamps, and combined with
illarm horn shall not exceed 145mA.
The alarm signal shall be provided with screw terminals for
in-out field wiring, the strobe shall be capable of operation
independently after horn has been silenced.
WORKBOX
~/
00 ';-...
a <:;::) ~o
o~~t
NOTE Suppli"d with beauty plu9S to accommodate a variety of installations.
.., GENTEX
COFIPORATION
Customer Service 10985 Chicago Dr.
80' 310. I.eeland. MI 4(1464
616 392-7~95. FAX: 616'392-4219
GX10(14~1 ?
Wh~elock's strobe Si~~fl(lt o{fer lIIaxinlUlIl reliability and effi-
ciency {or effective visui)J ';i(Jn;d]jn~J in fire i)f)d life safely dp-
plications. A xenon fbshtube with solid slate circuitry enclosed
in a rugged Lexan('V lens e1iminales lhe delicate {ibments
used in incandescent light signals and provides significantly
greater light intensity with lower current requirements.
Models with 8,000 (.6 watt) and 70,000 (3 wafts) peak candle-
power are offered. An op(ionaI200,000 peak candlepower
model is also available upon request Rush models mount
directly to standard single gang or4" square back boxes and
surface models can be used indoors or outdoors. All models
are compatible with DCsupervision o{alarm lines and satisfy
the latest code requirements for visual signalling.
Features:
· High intensity output with minimal power input
· Compact solid state design with long operating life
(MTBF> 1,000 hours)
· Convenient mounting to standard backboxes
· Wide range of input voltages and light intensities
· Optional lens colors and lens inscriptions
wheelock
THE SIGNAL SOURCE
STROBE
SIGNALS
LexanC> is a registered trademark of General Electric Company
UL.
CFM
BSA
SERIES
WS
WH
Ordering Information and Specifications
8,000 Peak Candle ower
Model Input Rated
Humber Valla e Current
WST-12-FR 9-15.6 VDC 0.050
WST-24-FR 18-31.2 vac 0.025
WST-115-FR 115VAC 0.018
WSlT-12-FR9-15.6 VDC 0.050
WSlT-24-FR 18-31.2 vac 0.025
WSlT-115-FR 115VAC 0.018
WS3T-12-FR 9-15.6vac 0.050
WS3T-2HR 18-31.2 vac 0.025
WS3T-115-FR 115VAC 0.018
70,000 Peak Candle ower
Model Input Rated
Humber Volta e Current
WHT-12-FR 9-15.6 vac 0.250
WHT-24-FR 18-312 vac 0.125
WHT-115-FR 115VAC 0.060
WHlT-12-FR 9-15.6 vac 0.250
WHlT-2HR 18-31.2 vac 0.125
WHlT-115-FR 115VAC 0.060
WH3T.12-FR 9-15.6 vac <050
WH3T-24-FR 18-31.2 vac 0':175'
WH3T-115-FR 115VAC 0.060
Mounling Approvals
o lions
UL. ULC.
C CFM.
SSA
a
A.S
NOTES:
1. All models have white lenses with FIRE lettering. For optional red lenses substitute prefix
"R" for "W",i,n model number (e.g.. RSJ-24-FRj. Reduce peak candlepower 75% for red
lenses. For ceiling ~oun!ln9 add prefix "c" to model number (e.g., CWSr-24-FR). For other
lens .colors o.r lens InscnptlOns consult Wheelock Customer Service. 2. All mounting plates
are fInished In textured red enamel. 3. All models have double screw terminals for In-out
wiring. 4. All models produce approximately one flash per second with continuously applied
rated voltage. 5. Approvals: UL = Underwriters Laboratories, ULC = Underwriters Labora-
lones of Canada, CFM = State of California Fire Marshall, BSA = New York City Board of
Standards and Appeals.
SERIES
WSl
WHl
Mounting Options (All optional mounting plates and backboxes must be
ordered separately. Specify color when orderin
SERIES
WS3
WH3
A SURFACE
C FLUSH
SERIES
WS
WH
\i, :
\ \. j
'.13/ R E M E R T 0 N B U I L D 1 N G
P E R M I T
D E PAR T MEN T
________~_________~________________K~___________________~_____________
------~-------~-----------------------------------------------------~
Application Date
Issue Date
Assessor Acct :#
Site Location
Owner - Last Name
- street
- City
- Ph,one
Tenant.'s Name
Agent's Name
Architect's Name
[ :1 Building
[ ] Mechanical
[ ] Plumbing
11/15/1994
12/08/1994
3735-023-001-00--
938 CALLOW
SAFEWAY
938 CALLOW
BREMER TON
(206)
[ ) Grading
( ] Move Building
[ ] Mobile Home
Application Number 94AP08235
Permit Number 16009
Project Group
First MI
state W1\ Zip, 98310
Phone(206)
\ Phone(206)
"
[X] Sign
[ ] Burning
[ ] Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
-_._---~--------~---~._-----~~~--~----'-------~---------------------~---
Building Contractor:
Contract.or
at reet r.
~';"'.r",~.r"C i t Y
Phone
Representative
State License #
City License 41=
)
i
~
.,...
GRAPHIC DISPLAY SrGN COMPANY
14505 NE 9IST #6
REDMOND
(206) 869-5273 state WA Zip 98052
1-800-634-3003
GRAPHDSI04KA Expiration Date 02/13/1995
Expiration Date
Nat.ure of Work:
Signage for building and one pole sign
APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE
AND AVAILABLE FOR INSPECTIONS.
'\
i;
"~>'
..
Sign Val uatioIl
$57000.00
Council District 8 Census Tract
Construct.ion Sq Feet Inspections
'.
""Type Required
\
Residence [ ] Zoning Foundation [ ]
Business [X] Type 'l. Framing [X]
Other [ ] \ Insulation [ 1
< .1
NevI [X) , plumbing [ ]
Repair [ ] status Mechanical ( ]
Remodel [ ] Code Wallboard [ ]
Addition [ J 35 Final [X]
Received BY:ia..~ ~ Approved B~... ',.
,__,_______ _____t .. _~ ~_'. __ .:.._,_ _______'________ _ _ _____
-------------- - -, -------. --.---------------------- ------~-----
\ ~~~ ". t~"t } "' ; ...' -'- . ~""
1 \\ \,"' .~\~ ':~~
\. ,
't
B R E M E R 'I' 0 N B U I L D I N G D E P A R '1' M E N T
S I G N P E R M I T A P P L I C A T I 0 N
-----------------~~--------------~-~----------------------~-----_._---
-~------------~----------------~--------------~~-------------------~-
Application Number 94AP08235
Contractor
S.treet
cfty
Phone
Representative
state License #
City License #
GRAPHIC DISPLAY SrGN COMPANY
14505 NE gIST #6
REDMOND
(206) 869-5273 state WA Zip 98052
1--800-634-3003
GRAPHDSI04KA Expiration Date 02/13/1995
Expiration Date
-----------------------~----------~--------------------------~-------
--~--_.~-~--------~------------~------------------------~--~----------
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-------------------------------------~--------------------~~---------
6009t 2aqwnN llw2ad
S~l80dVv6 2aqwnN uOl+&~TlddV
-~--------------------------~------~--~--------------~-~-._---_._------
------~-------------------------------------._------------------------
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SCOTT
BEFORE SIGNING OFF ON SIGN PERMIT
CONTINGENCY STATEMENT SAYS THAT WE
--
MUST HAVE ENGINEERS STAMP ON
"
ALL PAGES OF STRUCTURAL CALCULATIONS.
fJ.~ /, y~
\~ ~~
\1-';- I
B R E ME R TON
B U I L DIN G
D E PAR T MEN T
PER M I T
A P P L I CAT r 0 N
---------------------------------------------.-----------.-------~._-----
---------------------------------------------~--------------.---------
Application Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- street.
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[ J Building
[ ] Mechanical
[ .1 Plumbing
11/15/1994
Application Number 94AP08235
Permit Number
Project Group
3735-023-001-00--
938 CALLOW
SAFEWAY
938 CALLOW
BREHER'I'ON
(206)
First MI
state WA Zip 98310
Phone(206)
Phone(206)
[ J Grading
[ ] Move Building
[ ] Mobile Home
[X]
[ ]
[ ]
Sign
Burning
Land Clear
!. J Paving
I: J Underground
r ] Demolition
Building Contractor:
-------------~-------------------------------------------------..-.----..-
Work will be completed by owner.
Nature of Work:
Signage for building and one pole sign
APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE
AND AVAILABLE FOR INSPECTIONS.
--.,
I'
Sign Val uaUon $3~~.~eO I
--. - - - -~ ~- -~ -, - -,. .". - -- - -..., .- -~ ,- .-. _. - un -~ - .::-;:::~ - _ _ ~ _ ....to-- _ _ _ _ _ __ _ _ _ _ _ _ _ _ _ _._ _ _ _ _ _ _ _ __ _ _ _._ _ _. _~
Council District 8 Census Tract
= =.=:..::.'::.==.==. =J~ ~.., - - -.-'" - - - -- - - - -- - -.-- --.--..-.........
~~~..~ ~
B REM E R TON
B U I L DIN G
D E PAR T MEN T
PER M I T
A P P L I CAT I 0 1\1
-----~-------------------------------------------------------~-------
-----------------------------------~---------------------------------
Application Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- street
- City
- Phone
Tenant's Name
Agentts Name
Architect's Name
[ ] Building
[ ] Mechanical
[ J Plumbing
11/15/1994
Application Number 94AP08235
Permit Number
Project Group
3735-023-001-00--
938 CALLOW
SAFEWAY
938 CALLOW
BREMERTON
(206)
First HI
state WA Zip 98310
phone(206)
Phone(206)
[ ] Grading
[ ] Move Building
[ ] Mobile Home
[X] Sign
[ ] Burning
[ ] Land Clear
[ ] Paving
[ ] Underground
( ] Demolition
------~-----~------------------------------------~-------------------
Building Contractor:
Work will be completed by owner.
Nature of Work:
Signage for building and one pole sign
APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE
AND AVAILABLE FOR INSPECTIONS.
~
Sign Valuation $30~...-..e0 (
~~..--
--- - "".---- -....----- --_.._-----~----- -- - -,..... - -- ----- --- - ------- --- --- -- -----
Council District 8 Census Tract
Construction Sq Feet Inspections
Type Required
Residsnce [ ] Zoning Foundation [ ]
Business [X] Type Framing [X)
Other [ ] Insulation [ ]
New (X] Plumbing [ )
Repair t ] status Mechanical [ ]
Remodel [ ] Code Wallboard [ ]
Addition [ ] 35 Final [X]
~=============:===========================================
- Dk ~K~ .
I r
~J.
;.~
J.'
.""',,. ....., _....",.-'.
&.
,.~
-... --
..'~
B REM E R TON
11'-55y
PERXvlIT
R U I 1. DIN G
D E PAR T M F. N T
A P P LIe A T r 0 N
------~-----------------~-,---------------~----------------~~----~----
..... -.. - - - - - - ..,.,. -- - .- -- -.-~ -. ...~ - ..... - .... - - -. ,- - .... _. - ...... - - - .-...... - -..- - - -- - -- - -, - - - - - - ~- ..", -.. ..~ - - - .... -- - ..., ..... -.... -.. - "".. --
Application Date
Issue Date
1\85e380r Acct. ~
Site Location
Owner - Last Name
- Street
- Cit.y
- Phone
Tenant-vs Name
AgentVs Name
Architect's Name
[ J Building
( ] Mechanical
[ ] Plumbing
Building Contractor:
Contractor
St.reet
City
Phone
Representative
state I.icemse it
city r..icense ~
11/15/1994
3735-023-001-00--
938 CALLOVJ
SAFEWA Y
938 CAT..LOW
BREMER TON
(206)
t ) Grad'i ng
[ ] Move Buildjng
[ ] Mobile Home
Application Number 94AP08235
Permi t NU.mber
Project Group
Fir.st MI
state WA Zip 98310
Phon~(206)
Phone(206)
rx] Sign
[ ] Burni.ng
[ ] l.and CJ ear
r J Paving
( 1 Underground
r ] Demolition
GRAPHIC DISPI.AY SIGN CO~1PANY
14505 NE SlaT #6
REDMOND
(206) 869-5?73 state WA Zip 9805?
],-800-634-3003
GRAPHDSI04KA Expiration Date 02/13/1995
Expiration Date
,;(j'i,
Nature of Work:
Signage. for building and one pole sign
APPROVED, PI,lIliS IIND SITE PLAN ~lIlMIIIN ON SITE <", _ _ I
AND AVAIl,ABI.E FOR INSPF.:C'J'IONS. ~ _ ~_~
~ /Se r~ AJIIAl
. '.' '. ~~~~1ZJ~
~:~~ -~::~:: ~ ~~ --- - _.~ - - -. - - ~~~~~ ~ ~~- - .6~-~. _.~ .st~~
Council District 8 census~.~. ~ ~~
I., ,.
Construction Sq FeerM-~ k~tJJ.Wti~/P
Type Requ1red
Residence [ ] Zoning~ ~~a~~Jr]
Business [xl TV1n"" ~Framing. [x]
other [ ] ~'17 Infmlatlon [ ]
Ne~J [xl t7t~ . g PI umbing , [ ]
Rep1:).1r [] P O~""t:US, l-1echan:ic:al r ]
Remodel [] 0f<. Code Nallboard []
~ ~~\~~ = = ~= = =~~= < = = == = = = = l1.~1J:i = = = ::::: = = ====~:~~=
S I G 1\1
B REM E R TON
PER M t T
A p.p LIe A T ION
B U I 1.. DIN G
D E PAR T MEN T
=~==~~====~=~======~=~=========~=~~==F~~==~===~====~=======~=======~~
Contractor
street
City
Phone
RepresE?nt.ative
St.ate l,icense ti
(~:tty I.icense ff
Application Number 94AP08235
GRAPHIC DISPLAY SrGW COMPANY
14505 NE 91ST #6
REDMOND
(206) 869-5273 state WA Zip 98052
1-800- 6~~4-'.3003
GRAPHDBI04KA Expiration Date Oi/13/1995
Ei!piration Date
-----~-----------------------------------~---------------------------
_________~______________.__~___~________~_~__.M____.____________________~_
'.'
\ '
dUb-478-50l8 BREM-WRTER U1ILIT\'
E,J4 Fell
[lEe 07 ~94 10:14
Post~it'" Fax Note
To 11-..11 c:.
Co.lDept. B ,I 6
Phone #
76~1 Dal~ / -....L ji M .... }
( /t::? - 7-''"7 T pages'" /
From D~'t:::..
Co.
PhOl'\e It
Fax #
5278
Fax Ii
M-E-M-O-R-A-N-D-U-M
December 2, 1994
TO:
BONNIE KRAUSE
FROM:
DEREK SKANES
SUBJ:
SIGNAGE FOR BUILDING AND
ONE POLE SIGN
BUILDING APPLICATION NUMBER: 94AP08235
SITE LOCATION: 938 CALLOW AVE
TAX LOT NUMBER:3735-023-001-0Q--
OWNER: SAFEWAY
The support column nearest the entrance/exit is on top of a water
main to the hydrant. The structure must be minimum of ten feet
away from centerline of main. The development of the proposed site
does not conflict with utility systems located within the
surrounding rights-of-way.
UJ-l-
1- g ()() - LtJCiT!E
COMPLETED BY:U~ Sle.,;..H4., DATE f.Z-7~r1-..
LOGGED IN /2 r- 2. -' LOGGED OUT '$. -7:Jf.
~\
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I <-.-.
. . ~
/
(
. '---,:"
\.;. ,,~
B REM E R TON
B U I L DIN G
D E PAR T MEN T
PER M I T
A P P L I CAT ION
------~-----------------~--------------------------------------------
----------------~--------------------------------------------~-------
Application Date 11/15/1994 Application Number. 94AP08235
'; Issue Date Permit Number
Assessor Acct # 3735-023-001-00-- Project Group
Site Location 938 CALLOW
Owner - Last Name SAFEWAY First MI
- street 938 CAJ..LOW
- City BREMER TON state WA Zip 98310
- Phone (206)
Te'i1an t ' s Name Phone(206)
Agent's Name Phone(206)
Architect's Name
[ ] Building [ ] Grading [X] Sign ( ] Paving
[ J Mechanical ( ] Move Building [ ] Burning [ ] Underground
[ ] Plumbing [ ] Mobile Home [ ] Land Clear [ ] Demolition
Building Contractor:
Contractor
street
Ci.ty
Phone
Representative
state License #'
City License :#
GRAPHIC DISPLAY SIGN COMPANY
14505 NE 91ST #6 \J
REDMOND ~
(206) 869-5273 state w~~tip 98052
1-800-634-3003
GRAPHDSI04KA Expiration Date 02/13/1995
Expiration Date
Nature of Work:
Signage for building and one pole sign
APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE
AND AVAILABLE FOR INSPECTIONS.
Sign Valuation
$30000.00
Council District
8
Census Tract
Construction
Type
Sq Feet
Inspections.
Required
~.
[ ] Zoning Foundation [ ]
(X] Type Framing [X]
[ ] Insulation ( ]
(X] ~ Plumbing (]
[ ] 'status Mechanical [ ]
[ ] ~f\~n~ Code Wallboard ( ]
[ ] ~ K,.r U 35 Final [X]
:~~====~~~===~~;~:;:~~"~==================:=
Resi.dence
Business
Other
New
Repair
Remodel
Addition
S I G N
B REM E R TON
PER M I T
A P P LIe A T ION
'B U I L DIN G
D E PAR T MEN T
========================================================~============
Contra.ctor
street
city
Phone
Representative
state License #
city License'
Application Number 94AP08235
GRAPHIC DISPLAY SrGN COMPANY
14505 NE 91ST #6
REDMOND
(206) 869-5273 state WA Zip 98052
1-800-634-3003
GRAPHOSI04KA Expiration Date 02/13/1995
Expiration Date
=====================================================================
."1
CITY OF BREMERTON BUILDING DEPARTMENT
PERMIT APPLICATION
DATE:
12-2-
, 199 4
TO BE COMPLETED BY
12-16-
, 1994
Safeway
OWNER
Graphic Display Sign Co.
CONTRACTOR
938 Callow
LOCATION OF JOB
FOR
signage
ENGINEERING COMMENTS/REVIEWED BY ~
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COUl'ny ASSr~SOR PARC.:EL #1 ~rIC"C' \--\ 2p .
ADDRESS. PO 1?.flX W~\ I ~'LLt-':.VL/E-
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CONTRACTOH: ~/~4-\ L-- D IS:JLA Y ADDHESSI r+~o:s~.~~._.~, Ic::s '-_+T V-'" /R~CJt-1 .
CONTRAC'1'OR LICENSE # E:::Jf2.-0P~-\IJ':;(o4k~mAl10N DATlli__~1. ~ L9S
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OREMODE~ C]ADDlllON 0 On-IER:___,~_.___-,-.__._
INTENDFl) OSE~~-~ K.Y ZONtNG CL"SSH~IC^TION:_~1 R2 COUNCIL DISTRICT;t~2
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Applications for .'I'hkh 00 permit 1$ u~ued ,.j.jthin 180 days fi)llowing the date of application ~haH'~~pjfe hi
lLruic<l.tion. and plans and other data ;5ubmittcd for l't:1lie1'V may thete<lfter be returned to' the appiicant Of
destroyed by cile building official. The building ofHdal lu;ay extead the dme for actiou by ule appl,ic.nt for a
period not: exceeding 180 da}'~ on requcst bytlle appliC;'lllt sbovving that circumst.ances beyund Ih,;,coritroI uf the
applicant have pr<.'Vt:nted action from bdng taken. No applicatioLi shall be e::ttended more than ';nc-c. In (m!e.r to
fcpew ;"clion on ail ;~pplication afler expiration, the ~ppIicant shall l'esl~bmit plans and pay a new plan ft.."Vk..'W ft~, .
I.hereby tt!1tiJY th{/.t the ($bOfJ<? i~fonnatioll is correct to t/;e best of my Iwoudu{p;e. ..
~:::.~~RE~.._.. .~~~~~~~ _, ~,
~~""_lt~v.t..~~V."'fli"l~~~~ .~~!;lf~~~~~I4~~.:.- >--...,. ....w'<ll.~~..............I';7t-~l,J~"'.."._,:J:CI_,,"'=~...~
B REM E R TON
RE:CEIPT # 08a0'70
R U I 1. DIN (*
D E PAR T MEN T
* This Is Not A Permit *
Sign
62-322.1001
Per.mi t Fees
$ 446.00
other Fees
Z,nni ng F'E>es
,
-,
'\
Amount Paid
$ 446.0(J
$ 44f:..OO
=========:~~=~=:==~=====
$ 446,00
Received Fr.om:
Graphir:: DispJay. flie' #!<IO??
~<.
Dee 08 I 'l9Q4
Plan Check Fees Amount Paid
$ 289.90 $ 289.90
--------~--------------
---,----~----~------_._--
$ 289.90
62-345.8300
$. 289.90
$. 4,50
$ .00
$ <1. fjf)
GEm Payment
OthBt' Fees
F:nergy Charge
St.ate SIC
643-237. :U
'Po t. a, 1 PeAS
Amount P"d d ,S
Pr.ior. Payment ~;
.--...--..-,....-.....,..,-
..........-.- .- .~. ~~.- -.,. .-
$
740.40
740.40
.00
.....--~-.".._._--
_..... """ ,_.___ _~ "- k'u_
Balance Due
$
.00
On 12/08/'1.994
J"or- 4t94A.P08?:~!)
~g ('~
~.bum1
CONSTlU !CTlON TYI'E: tJ Sf,). 1'-1'.:
SITI'; ADIlIU;SS:
OWN~:R:
V ALlIATlON: I'LAN n.:.
rn;s I'AID: I'Llle.
I)'\TE
ROl '"flNG: SET II :OW NT
III IILDlNG rn I~
PLANNING KJ t=
~:N(;INI':J';RJN(; lKJ
WATI':R MJ
FIR~: t29 Illl
TRM'FIC 0
IIIo:AI:1"I1 DEPT. 0
/1
nl.1'.: ('OMMEN1:...'
AI'I'. NO.
fl/lP~Yd3 )
NO. PI.ANS
()(T. LOAD
II I. D(; . SRn 1(;,
MEClL OTlIJo:R
DATE AI'I'. WI NIlT
RETlIRN~:D API'. ('OMMENTS AI'I',
......... .,/
V-
.1. V
1':)/7 v'
I p-I { v /
R~;VU:WER
:VA.!
sJ
~
7J-3
oR
GRAPI.IIC
DISPLAY ~..
SIGN COMPANY .'Wi
14505 ~I.E. 91 st Street
P,edmond. Washington 98052
206/869-5273
800/634-3003
FAX 206/869-5439
<~T
.,P'" ~
(
November 15, 1994
city of Bremerton
286 4th Street'
Bremerton, Wa 98310
Attn: Bonnie KraUSB
Community Development
RE: Safeway store #1467 Exterior Signage
900 Callow Avenue, Bremerton
Dear Bonnie,
Enclosed you will find our sign permit application
outlining the proposed signage for Safeway #1467.
It is my understanding that the signs included in this
application were submitted during a design/plan review
and have bee~pre-approved by shane Jensen in Community
Development.
"
I have included for your approval, the installation
details for ~ll signs and engineered drawings for the
freestanding pole sign, as was requested by Shane Jensen.
Please contact me if you have any questions, or' if you
require additional information. My office telephone
number is (206) 869-5273.
Sincerely,
,~~~ K JJJlJt\J~ .Q {LJ\;
Judi R. ~artinez-Yeast J
Graphic :Display Sign Company
JRY: jm
enclosures
c.c. file
B RI M. E R TON
PER M I T
B U I L D ! N G
D E PAR T MEN T
A P P L I CAT ION
----------------------~---------------------.._-----------------------
-----------------------------------~---------------------------------
Application Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[ ] Bui Iding
[ ] Mechanical
[ ] Plumbing
Building Contractor:
11/15/1994
3735-023-001-00--
938 CALLOW
SAFEWAY
938 CALLOW
BREMERTON
(206)
[ ] Grading
[ ] Move Building
[ ] Mobile Home
Work ~ill be completed by owner.
Application Number 94AP08235
Permit Number
Project Group
First MI
state WA Zip 98310
Phone(206)
Phone(206)
[X] Sign
[ ] Burning
[ ] Land Clear
[ ] Paving
[ J Underground
[ ] Demolition
RECEI\t~[)
DEe 2 1994
Dept. Ol Public WOrl\s arm
Utiiiti3S
CIty of Bremertol1
Nature of Work:
Sig~age for building and one pole sign
APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE
AND AVAILABLE FOR INSPECTIONS.
--
Sign Valuation ~~~O (
-------------------------------~--~---------------------------------
council District 8 Census Tract
~fo~ status
\\J '\ LI 0 Code
=====================:\~============================================
~\~\ .
/
Construction
Type
Residence
Business
Other
New
Repair
Remodel
Addition
[ ]
[X)
[ ]
[X]
[ ]
[ ]
[ ]
Sq Feet
Zoning
Type
,
\,
Inspections
Required
35
Foundation
Framing
Insulation
Plumbing
Mechanical
Wallboard
Final
[ ]
[X]
[ ]
[ ]
[ ]
[ ]
[X]
To
- f,JiJ I c..
Co./Dept. BG! 4
7671 Date/2_1_C;cj ta8ks~!
From D c.ee: t::-
Co.
Post-if" Fax Note
Phone #
Phone #
Fax #
527 f3
Fax #
M-E-M-O-R-A-N-D-U-M
December 2, 1994
II
I
I
II
TO:
BONNIE KRAUSE
II
II
I
I
Iln
\V
~D
FROM:
DEREK SKANES
SUBJ:
SIGNAGE FOR BUILDING AND
ONE POLE SI.GN
BUILDING APPLICATIONNU11BER: 94AP08235
SITE LOCATION: 938 CALLOW AVE
TAX LOT NUMBER:3735-023-001-00--
OWNER: SAFEWAY
The support column nearest the entrance/exit is on top of a water
main to the hydrant. The structure must be minimum of ten feet
away from centerline of main. The development of the proposed site
doep not conflict with utility systems located within the
surrounding rights-of-way.
COMPLETED BY ~oA.Llt... .5:J?., .H-<l " DATE {i-- ~~
LOGGED IN /2 -2, -<?4- LOGGED OUT __ ___
M-E-M-O~R-A-N-D-U-M
December 7, 1994
Ii
II
II
II
II
II
II
II
II
II
TO:
BONNIE KRAUSE
II
II
II
II
II
II
II
II
II
II
FROM:
DEREK SKANES
SUBJ:
SIGNAGE FOR BUILDING AND
ONE POLE SIGN
BUILDING ApPLICATION NUMBER: 94AP08235
SITE LOCATION: 938 CALLOW AVE
TAX LOT NUMBER:3735-023-001-00--
OWNER: SAFEWAY
The support column nearest the entrance/exit is shown on top of a
6" ductile iron water main to the hydrant. The structure must not
bear loads on the main. The cement foundation shall not touch the
. .
water line.
The development of. the proposed site does not conflict with utility
syste~s located within. the surrounding rights-of~way. .
~g~2i~T~~ B~y~ ~GGEDD~~~
/2-7~<f;
/Z - 7-<94
R R R MER TON
B U :r J. DIN G
* This Is Not A Permit *
D R PAR T MEN T
Nov 29, 1994
RE:C'IU fiT #
~ Sign
62--3:12.1001
Permit Fees Amount Paid
$ 446.00
other FeeR
Zon:i ng P'ee8
RECE~V~Di
DEe 2 1994
Dep~. Ot td'ub!ic \NOl'~.~ and
Utillti~
r.l+-I nf rl;'''IT ~, ~~-"
v~,,:; '-"" ~.~ .. _ '
---------~----_.~---,---~
""'- ~.._......~ ,-,..... ....",. ~~ ...-.".._~-_...........__..", .._--~
$ 446.00
$
.00
Received From:
/'
plan Check Fees Amount Paid
$ 289.90
-. ,.-.-.- ...-- --......... -.-- .," -.. -"'............ - -.- _...~ "..-
~.. ....'_. _.~.. _ _~..... n.' _.. .~. -........ _. _. ,_ ~'...... _OJO _.....'"' _
$ ?89.90
6/-345.8100
Gan Payment
ot het' ~'eeB
fi:nergy Chl'.!rge
Sblte SIC
6'1:i .. ? 37 . J<'\
'rota 1 Fees
Amount-Paid $
Pd or Payment $
.Balance Due
On
.fi'or -# 9 4APO a?., s
$
.00
$
.00
$
4,50
~...~-,-,---_...,.,.-
.... _~, .."," ~... w... ...... ...... ...~ .....
$
740.40
.00
.00
....'1"'"......,-__.....__
.......... -, .....' _. ..,- ....,..'" ....
$ 740.40
I)
B R EM E R TON
B U I L DIN G
PER M I T
A P P L I CAT ION
D E PAR T MEN T
--.-------------------------------------------------------------------
-----------------------------.----------------------------------------
Application Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- Street
- City
- Phone
Tenant.'s Name
Agent.'s Name
Ar.chi tect. 's Name
[ ] Building
[ ] Mechanical
[ ] Plumbing
Building Contractor:
'"
Contractor
Street
City
Phone
Representative
State License #
City License #
11/15/1994
Application Number 94AP08235
Permit Number
Project Group
3735-023-001-00--
938 CALLOW
SAFEWAY
938 CALLOW
BREMERTON
(206)
First MI
State WA Zip 98310
Phone(206)
Phone(206)
[ ] Grading
[ ] Move Building
[ ] Mobile Home
[X] Sign
[ ] Burning
[ ] Land Clear
r ] Paving
[ ] Underground
[ ] Demolition
GRAPHIC DISPLAY SIGN COMPANY
14505 NE 91ST #6
REDMOND
(206) 869-5273 State WA Zip 98052
1-800-634-3003
GRAPHDS104KA Expiration Date 02/13/1995
Expiration Date
Nature of Work:
Signage for building and one pole sign
APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE
AND AVAILABLE FOR INSPECTIONS.
Construction
Type
Sq Feet
Inspections
Required
Residence [] . Zoning Foundation [ J
Business [X] Type Framing [X]
other [] Insulation [ ]
New [X] Plumbing []
Repair [] status Mechanical [ ]
Remodel [J Code Wallboard [ ]
Addi~ion [] 35 Final [X]
_ _ _ _ _0 ~ _ _ _ _ L _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _ _
---------------------------------------------------------------------
;j3 PEuJ F
B R g MER TON
S I G N
B U I L DIN G
D E PAR T MEN T
A P P L I CAT ION
PER M I T
-----------------------------------------------~---------------------
----------------------------------------------------.-.-.---------------
Contractor
street
City
Phone
Representative
state License #
City License #
Application Number 94AP08235
CRAPHIC DISP!,AY SIGN COMPANY
14505 NE 91ST #6
REDMOND
(206) 869-5273 State WA Zip 98052
1-800-634-3003
GRAPHDSI04KA Expiration D&te 02/13/1995
Expiration Date
---------------------------------------------------------------------
---------------------------------------------------------------------
~
jl'.~;;;;f~J;:;;;~;~B1~~f~;;;;;~;~;;;J11
A!:'PUCANT; C1 OWNER ~ONTHACrOR 0 OT11ER'_--:-~~~
SITE. ADDRfSS:.".:3:~ Ci~Aa~~~\../A:::-~:.-. COUNTY ASSESSOH PAR(~EL it: ~~=~.C:'C t-\?~
OWNER: ~ff,:\f\-/A\..~JJ::::-~(~!..-.-_~. !oDDREss:l:)~ '\?::O~.."cq::p--0\ 1..l~L_Lt~L)\=-
CONTRACT(m: ~:LW-k L-. D \:5.JPLA Y/ ADDHE5S. H-6C6~:\~_.~l \,c5CJ:t_~_Tg:'Fl=:Jl-' .
CONTIV\C'1'OR UCEN.'5I1I__f::'I1~/)...\-::J\--\JX-=iC/*JEX.PHtATiON DATE~__~",:.. .2..f.-L~J.. q:5 ~__
CONTACT PERSON::Ivl~ L" '1:1 f~~ 1~\8 teON'f/\CT PHONE # -QQiel."~ ~~1b
~~"=,.:=;:;";;,;;::.,--::"~';"''=:''~;:'':'?";,:-,:;;,;~,;==,,,,,=~~~::::"~=:;:,,,~~=-~;;~:;;,~~~':''':::;="~''T~~;;';:;:::::,,,,:,;;;;s;;~=.~
o srR 0 DUPLEX
[~lGi"I 0 DE.1\fO
LJ MULTI-F/\MILY [~).sn~ESS [] OTf-mI~:_______~~______~__
CJ MOVE BLDC.
r-J' ["WBILE
....
o GHAnfNG(:yd~);._~,,,__.__~,,,~:.._.
, ,
g1~JE\X7 0 REPAIR D'REMODEl
[,],ADDnlON 0 onn;:R:~_~4~"_____'~'_
INTENDFD USI~~ ~g_~-E K Y ; ZONING CU..SStFICATION: ,~.~ COUNCfL DlSTiuCT;~2._
. I"R\ "
'. ,\...!V. k 1: D
. . . , c::: ~ -- ~,. ',- - r
NATURE OFWORK PROPOSED; ~~_SI'E:1}-.J=--2-.._ ~E.- i::""rY '_)\:--+;~~._____."._"___".~"_
l~~,
"
-"'~~-"""-'._-'"-'----"'_.
....~.""'"-..._-.--_-~-------.-----_.----...............---.-.......---.................~-------..~----.-----
SQUARE FOOTAGE: [hv-dlillg;__.___~
G1!r:age:~~~--,---~___
O....~~k:l: '
--.....'----......_,......,-,~--.----..........~
, " . . .
"~..-dm.'Wi ~l(,-.~~~~~~~~~.....c.,.~
~~T~~~~~WUkQM,~~~~IQ~~~~. .
'ForDe artment Use Or"l1' ,}:.(..:' .,! " ", ':',
t..~~'fATSMg,'~~ ;;t~~ttf;~FVI.E\t{;L, 'BEjl !~:,";;.'''''';.'llliifRl~iiEZ:}0i:::!'.: ,::i'::':;~!~~~~~1:E0f'@;;~~1Yili~ij~fIiif,tl
~~ O~' 'J
_~.LLi,Q~~'-.m.~__~,;..", ~"..."-=~~_ ~~~~......._~~",,--L,~~,~.
=::.......=~-====-~==-=-~~~==..:=~~-="::'..:;,~::;~~..;~:-'""";;;;::=-;==
AppliC;.ltiofls foK' 'il+de.t: no penuAt 1$ h:suedvvithin 180 days l~}llowiug the d'lt1~ of aNHicuiiH.1 shaH <:~rplu: by
lirnhation. and phl1ll oud other d:ata:iubmittc:d for n.:V'ie'w may tht~reafi:er be reItiJ-ued 10 dl<:. ,hpplicant Of
destroyed by tJH:': building offid..1. The bui1dillg ofHdaf IU:ay ';::.z.teml thf: drac for action by the ~ppHC<Dt for. a
period. not ~J(c.xding 180 days (11.1 rC{luest by t~le applk:;-:jpt :'ibOVring rh:t.t drcumstan(;(".$ beyond the contra.!. of the
applk.UlI: h;>,vr,: pre:"l~~nted action f-rom bring tal~~n. No applic;1tioo' shall be e::fteu(kdmore tlnn onc-c. In (':rckr to
rCpcv{ .~ctiol'1 4)f! an ~pplic;:nion after cxpimdon~ the ~ppHc:mt shaH relmbmir pbm \wd pay- ~ ile;v phu it::'I'l'k:'1iV fet,!, ·
Il-h~rf,!by ce~'t{1Y tbtf.t 21M {sbO'!/(: ir~fOrtnathm is C{)rrc:cl to the br.ut f?l"my kWJUlk?dg(?
APPLlCANT"'SIGNATlJRE, ,~~ DATE: I.~n JCjLf .
,:, . . "--:,~~--..,,_.......~-----,--______ .........~,~O~. ~_.,...--.............,...~,...,~_-..-+~.....~__,.,_~"'-__
~ , , '
~'JU'1~~'~~~'t;1{;'~~""~7~'" '~~~~~~~~~~~~~~:=~~==;~=
m~1~~-'l=,W(o""',,';"""'''U''''FI,:9_~~~_.Qf".J:Il,~n I..'
I!jr~"'-'~""-'""'-~~~~~~-""'~~~'~""""""~-' '-'~~::~""~'"~~-'''''''''~''V~,!,'''''~''''~'-''-'~'''''''''~''''''''''-'O'cf'''''''!''''''''~''''''~~~~H~~~'.~-~'''''r
1::'1 ". DEPARTMENT'OF lABOR AND INDUSTRIES f
:. ' THIS CERTIFIES THAT TH~ PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A . f
~ '><~~~:~,~lMi':;::{r~:~:',::~ "'," ~:,,;::.;;..'r .~. 1'?"'"'"'' i-': '. ,> " .' . :
STATE OF WASHINGTON
: ','"". , . , I::
1'1'::""'" ' I
J(::'~'==~~="~""~~'="'~~'~~~~~~~~~~;~~i~~~~;'~~~~&~;;;:.~~~;;~~~:~.;~;J:
...
14505 N.E. 91 st Street
Redmond, Washington 98052
206/869-5273
800/634-3003
FAX 206/869-5439
!GRAPHIC~
DISPLAY ~.
SIGN COMPANY .\J .
Judi Martinez-Yeast
14505 N.E. 91st Street
Redmond, Washington 98052
206/869-5273
800/634-3003 '
FAX 206/869-5439
November 15, 1994
City of Bremerton
286 4th street
Bremerton, Wa 98310
Attn: Bonnie Krause
Community Development
RE: Safeway store #1467 Exterior Signage
900 Callow Avenue, Bremerton
Dear Bonnie,
Enclosed you will find our sign permit application
outlining the proposed signage for Safeway #1467.
It is my understanding that the signs included in this
application were submitted during a design/plan review
and have been pre-approved by Shane Jensen in Community
Development.
I . have incl uded for your approval, the installation
details for all signs and engineered drawings for the
freestanding pole sign, as was requested by Shane Jensen.
Please contact me .if you have any questions, or if you
require additional information. My office telephone
number is (206) 869-$273.
Sincerely,
~~M~i~~I2W
Graphic Display Sign Company
JRY : jm
enclosures
c.c. file
t:. ,
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P '[r-i /" l"'~
LId .:J (0 ~ l7 F[? r~: !,t;<.,)
[j Lt' /' i i
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o
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-_ ... 1"11')'
- 0,:;4
81 'll D BRDvJERTOrv
" i.. mG DEPARTMEN7
'"
.. -
HOWE ENGINEERING CONSULTING ENGINEERS
..f
2535 152ND AVENUE N.E.. SUITE B-1. REDMOND. WA 98052 · [206] 881-8182
~
STRUCTURAL CALCULATIONS
FOR
GRAPHIC DISPLAY
REDMOND, WASHINGTON
,
C>
~~
12--2--94
,"
HOWE ENGINEERING SUBJECT
CDI\ISULTING ENGINEERS
. 2535 152ND AVENUE N.E. B-1
REDMOND. VIlA 88052
JOB NO. .:L.1:tLDATE~
jOBNAME SIGN
BY SHEET NO.
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. 2535 152ND AVENUE N.E. B-1
REDMOND, WA 98052
JOBNO.lli.LDATE IYq4-
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REDMOND. WA 98052
JOB NO. .11:iLDATE I Yq 4_
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d 7.9521619 ft embedment
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Scope of work: New. store
Address: ' 938 Callow Ave
OWner: Safel;vay (Paul Thurmala
Contractor:
, 1~<o)jdMYfl
BREMIIRTON BUILDING DEPARTMENT .,;"./ ~t)..1 pi (()
Inspec:tlon Report ,&fIY1 ,~- ~ ~5t)" .....;,.z;;
. 1';97~~~ 1155Y5~~
Pennlt Nmnber: 7~2~o Ad'.~
I to '
t w/- ~
259-3161)
Phone:
Phone:
FOUNDATION
COMMENTS:
r~;h4f -W,s. k~ .s,{1!4iy
FOOTINGS APPROVED:
WALlS APPROVED:
PIIAMING
Hoe
uifta..enbi
uin!d
10'
COMMENTS:~'f,J ~/f~ <j. lJ"fy
fJ~-J~//2-~~
I '
APPROVED:
BNE.GYCODECOMP~CE
COMMENTS:____
~/~ ~ 2-~__---_------
Insulation: r
UNDER FLOOR/FOUNDATION ~SUlATION APPROVED:
WALL INSUlATION APPROVED: ' CEILING INSULATION APPROVED:
MECHANICAL
art
b.eartb.
_ COMMENTS:__l.e.h-~t~_~~;:~_ ,;oP1A-1
~ ~7~--~bI27~;:;-.----_._-----------_._-------------
GAS PIPING APPROVED: . y~ /"/~~_FURNACEAPPROVED:__________
OTHER APPLIANCES APPROVED:
...f;:
-- ,/ -
uired
COMMENTS:-J?-~:..1 "'.&~ rele'l '/'-1,." ~A 7.~-P1- _E ~~Y'
)7-" v M-M ~ Wf :>-~7-7~
4#1( 7,/(.';1 / '!:J<"''''7I'~ ~--~~'7<'f
PLUMBING GROUNDWORKAPPROVlm,?~~ PLUMBING ROUGH-IN APPROVED= '"-6
r r.~ -IlL. '+ ~ JI\-()~. v--e
Irv ,&'L-.If I"..t:/''k. ~ /36/f~
SHEETROCK / l,h",/<) if
uired)
COMMENTS:
SHEETROCK APPROVED:
E
uired
COMMENTS:
~4hJ
(iJ5;40
FINAL APPROVED:
'IIi'
--
....., ~ ""
--- ~
....... .... ...
B REM E R TON
B U I L DIN G
D E PAR T MEN T
PER M I T
---------------------------------------------------------.------------
----------------------------------------------------------------------
Application Date
Issue Date
Assessor Acct #'
Site Location
Owner - Last Name
- street;
-City"
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X) Building
[ ] Mechanical
[ ] Plumbing
04/20/1994
12/01/1994
3735-023-001-00--
938 CALLOW
SAFEWAY INC. \.
1000 124TH AVE ~E
BELLEVUE
(206)
Application Number 94AP07524
Permit Number 16000
Project Group
First MI
SUITE 201
state WA Zip 98009-0947
PAUL TURMALA
DYKEMAN ARCHITECTS
( ] Grading
[ ] Move Building
[ ] Mobile Home
Phone(206)
Phone(206)259-3161
[ :1 Sign
[ ] Burning
[ ] Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
---------~------------------------------------------------------------
Building Contractor:
Work will be completed by owner.
APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND
AVAILABLE FOR INSPECTION.
Nature of Work:
Retaining wall
.....
Building Valuation
$84000.00
----------------------------------------------------------------------
Council District
8
Census Tract
Construction
Type
Sq Feet
Inspections
Required
Residence [ ] Zoning Foundation [ ]
Business [X] Type Framing []
Other [] Insulation [ ]
New [ ] Plumbing []
Repair [] status Mechanical [ ]
Remodel [] Code Wallboard []
Addition [] 32 Final [X]
::::::::~~~~~:::~:::::::::::~~~~~:~~~~~~:~
. ',I..
B REM E R TON
B U I L DIN G
D E PAR T MEN T
\,'>'~,~, Q,; N 'cD 'c), ,.,;("[,~O N S 0 F PER M l' T l
, " ~,",...} '~~ ..;;z~';i\; '" \ '
::::::::::::::: =::::::: =::::::: ~'~'f ::::::if!;~::: ~>~::::"~]~::: :::f::";;~::::::::::::=:::::::::::;:; =::::::::::::::::= =:;-~::'='~.~":,;=::::::::::::::::::::::::::::::::: =:::
"
Application Number 94AP07524
Permit Number 16000
PLANNING. . . . .
Zero setback approved by Special Exception (#SPR-03-94)
FIRE. . . . .
1) Sprinkler & alarm plans needed.
2) Two new hydrants are required (storz adapters required)
',S\:.'~':; ':.'
'- ...
prior to construction of above foundation.
3) Knox box - key lock box required.
4) Premise identification must be 6" minimum.
~
------------------~------------------------------------------.--------
--------------------~~---------~-------------------------------------
B R R MER TON
B U I 1. n INn
RECEIPT 1# 088059
D E PAR T MEN T
* This Is Not A Pprmit *
nee 01, 1994
Building
62'~322, lOCH
PA!rmi t. Fc?:es
$ 56f?</.50
otll('; r Fe~~~,;
Zoning l"ee~
Amolmt Pai d
$ ;"0'7,(;'.0
$ ~fi'1.')n
..,.. ..- - .... - -' - - - ...- -- - -' - - - -- - .- ....... -.- .,.... -
---,~-_._-'--~--------_._--
~67 , ~,O
Received F'r.om:
~s:r Gnnsl:r:uct:ion #:?9BH
,"
..'
..;
lIll../
PI an Chec.:k f.'ees Amount PaJ.d
$ ;'\6R.8H
--------~-_.~~----------
...,.. - ~... "'"" -, ..... ,"'" ...... -, - ..... - '- - - ...... - ....- ..,.. ...,.. -., -... .......
$ 368.88
67-345.8300
$
.00
$ 4.50
$ .00
$ 4.50
Gfm 1'<"1 ymen t
Oth8r. Fees
E:l\f",rgy ChaJ:ge
state BIC
643-:>37.13
't'otal Fees $
Amount Paid $
Prior: Payment $
.................---...--......
-. ......-................ "...........
940.8R
S7?OO
368,88
::;::::=:::::;":=:::;1'::
Balancf'! Due
$
.00
On :1;' I 01/1. 994
:fi'nr # \.l4AP07 5'24
~~
OWNJ<:R: ~_
"'",'TRH<TION I'Ve"'" - ,.,. "-f.,
srn~ AJ)nRJ<;SS:
V A"UATlON:
FEES PAID:
I{OliTING:
11\ TILDlNG
PLANNING
ENGINEERING
WA"n:J{
FIHE
T1{AI;F1C
m:ALTII DIWr.
4
'."
(~
~
.......~-'\~
FI/.E COMMENTS
AI'I', NO.
?'1 //~t:J 15:2'/
NO. I'LANS
occ. LOAn
PLAN CI\:.
111.1)(;.
SH( '''G.
I'LIlC.
MI':CIL
OTIIER
SET II
HATI': .
SI':NT
NOT
API'. RI';V/I';WEI{
DATI<:
HET! 11m I'])
. API'. WI
API'. COMMI';NTS
~ _ P./JJJi 5/qhL/ v
[2SI _ C/ /:20 hi s: /-1<11 ~
~ t.//~()hi/ ~ -L
cXj 4 bo/1 cj 6/to(1tJ t/
~l- ).~,7tj 5JJi!LV
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f " .
DATI':
~
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~
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August 5, 1994
DEPARTMENT OF PUBLIC WORKS AND UTILITIES. EDDY T. CHU, P.E., DIRECTO~
~ J f) '~
"'-1~ ~
..~g/
t);! ,
Gllte1DllY to the Olympics and Home of the Puget Sound Naval Shipyard
, America's Most Liveable City
Paul D. Turmala'
The Dykeman Architects
400 First National ,Bank Bldg.
1602 Hewitt Avenue
Everett, WA 98201
Re: Safeway Plans~;Dykeman Architects Letter Dated 7-29-94
Dear Paul;
In the abov~ref~~enced letter you state it is the responsibility
of the City to protect the users and adjacent property owners of
its roadway . 'The roadway users are protected as the wall is
outside the clear zone. "My concern has been the protection of the
adjacent property owners a~d users.
. ' '.\: ":". .": .
If 'a 'development is going to create a problem, the city is
obligated to not allow the development as proposed. The comment on
,the Building Permit asks for the proposed method, of protection of
pedestrians and ,vehicles from the parking" lot 'wall in as-built
condition as ,none is shown on the current'plans. 'A letter or plan
modification from Safeway stating what is proposed for protection
will address this issue. It does not have to be a vehicular
guardrail. .'
Additionally, I still want to see your construction details for the
'wall. ,Specifically, I am interested in the limits of excavation
and the ~horing details" "
I will be out of the office August 8-15, but questions can be
directed to Randy witt at 478-5348.
Sincerely,
",~~,' 'U\~,
~an Eis~es,P.E.
Senior Engineer
94523
cc:
Randy witt /
Don Pratt (wjoriginal letter) V
~.,
OFFICE OF THE DIRECTOR. 3027 Olympus Drive. Bremerton, WA 98310. (206) 478.5315. FAX (206) 478.5018
CUSTOMER SERVICE /UTILITY BILLING. 3027 Olympus Drive. Bremerton, WA 98310 . (206) 478.5316 . FAX (206) 478.5018
ADMINISTRATIVE SERVICES DIVISION/WATER.WASTEWATER DIVISION/WATER RESOURCES DIVISION
. 3027 Olympus Drive. Bremerton, WA 98310 . (206) 478.5318 . FAX (206) 478.5018
FORESTRY DIVISION. 3027 Olympus Drive. Bremerton, WA 98310 . (206) 478.5354 . FAX (206) 478.5844
ENGINEERING DIVISION. 286 4th Street. Bremerton, WA 98310 . (206) 478.5270 . FAX (206) 478.5398 ,
PUBLIC WORKS OPERATIONS DIVISION. 239 4th Street. Bremerton, WA 98310 . (206) 478.5346 . FAX (206) 478.5360
A" &fval Opport."ity Employer
z
o
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~
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Q
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<t:
B. CRAIG THoMPSON
K. JOHN JONES
A. GARY O'LEARY
JOEL 0. NIEMI
THE DYKEMAN
ARCHITECTS
Rec
t;,v
AVG E D
CITY Qr- 0 17994
r 8RFAAr-~
-VIl:f(TON
ENG/Nt:I-
'-C:Rs
July 29, 1994
RE: Safeway 1467
Bremerton
92075
Dan Eisses
City ofBremerton
286 4th Street
Bremerton, W A 98310
Dear Dan:
Per our telephone conversation yesterday, it is our understanding that the City is requiring a
vehicular barrier to prevent automobiles from going over the retaining wall' along 11 th Street but
not along Montgomery Avenue. It is also our understanding that the City EngineeringDepartment
is requiring us to propose a vehicular guardrail for protection along 11 th Street.
We spoke with Dick Albin, WSDOT Olympia, Tuesday, July 26 about what type of protection
barrier a street with a 35mph speed limit requires? Dick indicated that normally a 35mph speed
limit requires a two foot "clear zone" free of utility poles and other structures, etc. He thought
with the retaining wall being ten feet back from the curb, the current design is sufficient; unless
there is history of cars leaving the roadway and going over the wall. We told Dick about the one
incident you mentioned to uS.,We then discussed with Dick the different types of barriers that'are
appropriate for this project.
Weare more than willing to work with the City on this issue, but we feel it is the City's
responsibility to protect the users and adjacent property owners of its roadways. The retaining
wall is an existing condition that is beyond the two foot "clear zone" and the proposed site
improvements will not make this condition worse. If the City were to provide a steel beam
guardrail (WSDOT Standard Plan C-l) one foot south of the of south edge of the sidewalk this
will be acceptable to Safeway. Safeway will revise their landscaping to soften the appearance of
the guardrail.
questions, please feel free to call us.
[' Pa I D. Turmala
PDT/pdt
cc: Mitchell Johnson, Safeway
Donald Pratt, City Bremerton
400 FIRST NATIONAL BANK BUILDING 1602 HEWITT AVENUE EVERETT. WA 98201 206-259-3161 FAX 206-621-1831
t.
. .~
D E PAR T MEN T
B REM E R TON
B U I L DIN G
PER M I T
A P P L I CAT ION
---------------------------------------------------------------------
----- - -- - - - - - - -.----- - - - - - -- - -- - - -.--- - ----- - - ------ - --. _. ---- - - -- - - - - --- ---
APplication Date
Issue Date
Assessor Acct #
site Location
owner - Last Name
- street
- City
- phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[ ] Mechanical
[ ] plumbing
04/20/1994
APplication Number 94AP07524
Permit Number
Project Group
3735-023-001-00--
938 CALLOW
SAFEWAY INC.
1000 124TH AVE
BELLEVUE
(206)
MI
First
NE SUl'rE 201
state WA
Zip 98009-0947
Phone(206)
Phone(206)259-3161
PAUL TURMALA
DYKEMAN ARCHITECTS
[ ] Grading
[ ] Move Building
[ ] Mobile Home
[ ]
[ ]
[ ]
Sign
Burning
Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
----------------------------------------------------------------------
Building contractor:
work will be completed by owner.
Nature of Work:
Retaining. \"all
APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND
AVAILABLE FOR INSPECTION.
Building Valuation
$8400'0.00
---------------------------------------------------------------------
Council District 8 CensuS Tract
Construction Sq Feet Inspections
Type Required
Residence [ ] Zoning Foundation [ ]
Business [X] Type Framing [ ]
other [ ] Insul ati.on [ ]
New [ , plumbing [ ]
J
Repair [ ] status Mechanical [ ]
Remodel [ ] Code Wallboard [ ]
Addition [ ] 32 Final [X]
----------------------------------------------------------------------
-------~~----_._----------------------------------------------
~~~~f\
".- cc;:' ~.~~~~ -"'c c.
1,..iii~f4f~~~~Kf!Jf~m~~;lW~:.~~W!oGi;,FJi?~~&(i@1;i?~';Y~z~~~~~w~~~'m;~~il~ii~.* .. __
APPLIo\NT: 0 OWNER 0 CONTRACTOR ci OTHER:trft:.Hr ~
2.735~tJ:L3--G5 C) /-
COUNTY ASSESSOR v::\RCEL #: 86 - -
SITEADI>RESS: t1~Ei ~
OWNER,'6A~Nr:.
CONTRACTOR: ~!AN. __ 'tlvVN
ADDRESS:
ADDRESS:
CONTR.....croR LICENSE It_
CONTI'.cr PERSON: a~
EXfJIR.I\ilON DATE;_
~
CONTACTPHON[# (?Cb)~"'~6!
o MUlTI.FAMILY 0 BUSINESS JOTHER,~~~J,;fmu...
o SFR 0 DUPLEX
o SIGN 0 DEMO
o NEW 0 REPAIR
D MOVE BLOC.
o RfMODEL
o MOBilE 0 CRADiNG(yd$);
o ADDITION 0 OTHER:
INTENDED USE;
ZONiNG CLASSIFICATION:,
COUNCIL DISTRICf:
NATURE OF WORK PROPOSED: _
SQUARE FOOTACE: Dwllling:_
Carage:
Deck..:_.
~
-:- .:.."
L~
'"
01' I~partmen se my
',:YALUATIQN :~;e(AN:REY!EW.FEt :;',::\,.PERMI't:F.Et:\: ,...... :,$,llRCftARGES; ,>:-:..;.: ;;;T:QTALFits><,,:',,'
" " ", " ';':::'::. ....'.~':..
$ e4;tJ~ $ 3(;9- ga $ Eb7.S6 ENE.RCY: $;0.00 $ Q40 .~
. STATE: 54.50
R J)
tv' Of
IJr_ &' - -~-- .~~
Applications ror which no permit is issued within 180 days following the date of application shall expire by
limitation, and plans and other data submitted for review may thereafter be returned to the applicant or
destroyed by the building official. The building official may extend the time for action by the applicant for a
period not exceeding 180 days on request by the applicant showing that circumstances beyond the control of the
applicant have prevented action from being taken. No application shall be extended more than once. In order to
renew action on an application after expiration, the applicant shall .resubmit plans and pay a new plan review fee.
I hereby certify tha
tion is correct to the best of my knowledge.
DATE: ~q1
DYtc6VVlt1N AT<GH fmaS
APPLICANT'S SIGNATURE:
na.....
.' ~
R REM E R T n N
H U J 1. n I N (1
* ~his Is Not A Permit *
D E PAR T MEN T
RF.C~F. I P'l' # 011'7172
Bu:ilcUng
fi2-3??.1001
P~nni I"f'~es
$ !'i67.50
Amnunt Paid
Qt. he t: Fe~:=;
7.oni ng F'ees
-----------------------
--, .... . - ~. . . ,.,. .... ~... ,.. ~.. -~.. -. -~ .... ..~ -. ~ , . , ~ . . . . -., .
$ 567 . 50
$
,00
R~ceived From:
Dykeman Ar~hjte~ts '30387
Pla.n Chec'k f!~p.en
$ 36811H8
Apr 20, 1994
Amount. Paid
$ :J6B.aS
-----------~---~-_._---~--
.. .., .'.. .... ...... ...., "h ...... __ ..., _ "".. _-' ..... .".... ..~ ..,._ . _ .~_ '-' ...~ __ ...
$ '568.88
62 - 34!.... 8300
Gem P~yment
other Fees
."~n e rgy Cha rg..,
state Sic
643--:.'37,13
'T'otalFAes
Ammmt Paid
pd,or. Payment
Balance Due
On 04/20/1994
}"or :ft94AP07524
$ J6B.BB
$ ,00
$ 4.S0
-......-.........-..----...
.- ....- ..-....,...... ",-....... ,..
$ 940,88
$. .368.88
$ .00
.... .- - - - ...,.. - -, --
..- .-- _.~ ..~. .-... ' .~ .~..
$ 5'72.00
MEMBERS AMERICAN INSTITUTE OF ARCHITECTS
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THE DYKEMAN
ARCHITECTS
Clrv a= (3rEMe/2-TC/V
TRANSMITTAL RECORD
Project Number: P!2075"".
TO:
Date: G ?tPRQ4-
Project: . ~mf~
ATTENTION:
cYtIVET
Re:
WE ARE SENDING YOU:
FOR YOUR:
OUR ACTION:
IAttached
o Information/Use
o Under Separate Cover
o As Requested
VIA: ;V/?t1L-
REQUESTED ACTION:
o No exceptions taken
o Returned for correction
o Review and comment
;E1 Approval
o Resubmit
o Other
o Reviewed/Note markings
o Other
o Make Corrections Noted
o Other
COPIES
:5
DATE
DESCRIPTION
/
twlir~ C3,C4, AI. / ~ @t:
WIrU Ji. ~L . "
fervvllr 7imIC/t17t7N
CJtec;::. (q:.. fERM IT res
ft::r< f<8771/AlIN G
/
/
REMARKS:
, Routing
400 FIRST NATIONAL BANK BUILDING 1602 HEWITT AVENUE EVERETT, WA 98201 206259-3161 FAX 206 621-1831
COpy TO:
~
CITY OF BREMERTON BUILDING DEPARTMENT
PERMIT APPLICATION
DATE: 4-24-
, 199 4
TO BE COMPLETED BY
4-.28-
, 1994
Safeway, Inc.
OvJNER
owner
LOCATION OF JOB
CONTRACTOR
b ;rJYS I ..
vV\ h1 J..-. L-/
- EtJG. I!D ,..~ tYA
.../, /C- ~ It ~ I rJ. C::>
fO~&1A{ .
938 Callow
FOR
retaining wall
\
ENGINEERING COMMENTS/REVIEWED BY
Y:k
CiJw~
6) /1/.BV
~y
,
c..U ItLL
~o
rqLL~
AJ .5dEE: J
7C>
T€C.T7A.b
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~1iF$ 7/2; J9-1v.>
-..6'U'Lr c.. 0/1/0"71-6 ..-J
M-E-M-O-R-A-N-D-U_M
APRIL 29, 1994
TO: BONNIE KRAUSE
FROM:
DEREK SKANES
SUBJ:
CONCRETE RETAINING WALL
BUILDING APPLICATION NUMBER: 93AP07524
SITE LOCATION: 938 CALLOW AVE.
TAX LOT NUMBER:3735-023-001_00__
OWNER: SAFEWAY INC.
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The development of the proposed site does not conflict with utility
systems located within the 9th Street, Montgomery Avenue, or Callow
Avenue rights-ot-way.
APPROVED:~ '-2;l.LuLJ
LOGGED IN ~
DATE ~-t~
LOGGED OUT _<..- - c -
\
B REM F. R TON
BUII.DING
D E PAR T M F. N T
PERMI'r
A P P L I CAT ION
-----~--------------------------------_._----_._-----------------------
--'.--~----------------~-------------------_._--------~._------------~-----
[ ] Sign r ]
[ ] Burning [ ]
[ ] JJand Clear [:I
- - - - - - - - - - - - - - - -. - - - _. - - - - - - - - - - - - -- - - - - .- - - - - -- - - - - - - - -_ - - - - - '0 _ - ,0 - - - - - - -
/I B [1,
Wu:~.','
, ,
Application Date
Issue Dat~
Assessor Acct if
5i te r.ocati on
,Owner - Last Name
- Street
- City
- Phone
Tenant's Name
Agent's Name
Archit.ect's Name
[X J BuiJ d:i n9
[ ] Mechanical
[ ] Plumbing
Building Contractor:
04/20/1994
Application Number 94AP07524
Permit Number
Projet;t Group
3735-023-00l-00--
938 CAI..IJOW
SAFEWAY INC.
lOOO.124TH AVE NE SUITE 201
BELLEVUE state WA
(206)
First
MI
Zip 98009-0947
PAUL TURMAl,A
DYKEMAN ARCHiTECTS
[ ) Grading
[ ] Move Building
[ ] Mohile Home
Phone(206)
Phone(206)259-3161
Paving
Underground
Demolition
,. ~
~~ 0)
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o
Work will b~ ~ompleted by owner.
APPROVED PLANS AND SITE PIJAN R".1t1ST REMAIN ON SITE AND
AVAILABLE FOR INSPECTION.
Nature of Work:
Retaining wall
Building Valuation
$84000,00
Council District 8 Census Tract
Construction Sq Feet Inspections
Type Required
Residence [ 1 7.oning Foundation [ ]
Business [X] ~!'ype Framing [ ]
other [ ] Insulation [ ]
New [ ] Plumbing [ ]
Repair [ ] status Me~hanical ( ]
Remodel [ ] Code Wallboard [ ]
.Addition [ ] 32 Final [X]
-------------------------------------------_._-------~--------~-------
-- ......-......-- ------ ...-... - .....~- - """ --... .,.~-- .-,-..-- -... -_.-...".-~.._- --- -.-- --, - ....- -- ---- - - - - ---...- -- --
tJa;t;uu
c; /:90 IqLI
J
(ft/,;{03
B REM E R T 0 1'1 3 U I L D I N G D E P A R T M E N IT'
-'-
P E R M I T A P P L I C A T I 0 N
---------------------------------------------------------------------
---------------------------------------------------------------------
Application Date
Issue Date
Assessor Acct :It
Site Location
Owner - Last Name
- Street
- City
- phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[ J Mechanical
[ ] PI umbing
Building Contractor:
04/20/1994
Application Number 94AP07524
Permit Number
Project Group
3735-023-001-00--
938 CALLOW
SAFEWAY INC.
1000 124TH AVE
BELLEVUE
(206)
First
NE SUITE 201
State WA
MI
Zip 98009-0947
PAUL TURMALA
DYKEMAN ARCHITECTS
[ J Grading
[ J Move Building
[ J Hobi 1 e Horne
Phone(206)
Phone(206)259-3161
r ] Sign [ J Paving
L
r 1 Burnin.g r 1 Underground
I
L ~ L j
r 1 Land Clear r 1 Demolition
L J - ~
Work will be completed by owner.
Nature of Wor:{:
Retaining'''wall
APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND
AVAILABLE FOR INSPECTION.~
Building Valuation
Council District
Construction
Type
Residence
Business
other
New
Repair
Remodel
Addition
$84000.00
8
Census Tract
Sq Feet
Inspections
Required
[ ]
[X]
[ J
[ J
r 1
L J
[ J
, 1
L .l
[ ]
[ ]
[ J
r 1
.... J
[ J
[ ]
[X]
Zoning
~~
Foundation
F' .
_ ramlng
Insulation
Plumbing
Mechanical
Hallboard
Final
Code
~")
,j.<..
- -- - ------------rii/- --- -?'-. - :.. -- - ----- - -- ---. .---- -- -- ---- --- -- - - -- d~~_A-A
-7] - - - - - - -. - - - - - - - - - - - - - ,- - - - - - - - - - - - - -- - - - - - - -- - - - - - - - - - - - - - - (7r ~~
IP .~~ i?r~
. tf/:;)(J 9'1 0~:$f>~-tJ3-;).
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'~'.;,-..-.
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. ,
R REM R R TON
B U ! J, J) f N G
D R PAR T MEN T
PERMI'l'
A P P LIe A T ION
-~---~--~------~--~._._~-~~_._--------~-~~_._---_._~------_.__._--~~-~-~------
.~.. _._"~"'-"--'--"'-"-" -.-,.. ~.'....- ..._.~ ~--"'~'--'-'~' --.. ..~-<............ .~............_.-..,..... .......... .~.,- -.-............,.-... .- _.....-_.,.~..........,..
Application Date
ISBU/?' .f)nt.€,
lh;sesnor. Acel: '#
Si t e 1.,~jCa t:i on
Owner. Last Namp.
.. 8t ll~0t
- City
.. Phone
'l'enant 's Name
Agent · ~~ Wall\('1
Ar.chi. t.eet'. 's N<'lml~
[X] Hn:ilding
( :1 Mechanit'~al,
r '] PJ umb'j n~l
04/20/1994
Applicatinn Number 94AP07524
Permit Numb0r
p ro iet'~t-. Grnnp
373~-021-001-00--
938 CAI.,/;Olf1
BAFEWAY INC.
] 000 J? 4TH AVF:
RRf.f.RVUE
(206)
Fi r.s t
NE SUl'l'P: ?Ol
state WA
M!
Zi.p 98009-0947
PAUl. 'rURMA LA
DYKI<:tfI.1\N ARGHT.'rfl.:CTB
[ J Gradia.q r
[ 1 Move Rui.l d i. nq [
r ] Mohile Home r
PhODf'(206)
Ph(lne(206)7~)9' 3]61
J S.i~m I: ] PHv:ing
:I RllrTd.n~J [ :I Un.derground
] 1.nnd Clear I 1 Demn I. 1 t i on
Building Contractor:
Work will bp romplAted by own@~.
Na t ure o:f ~~(lr:k:
Re~aini.n'J "wall
J\PPROVI~:D PI,ANS AND 81'1'[<: Pl.ANMUWI' RF:MAIN ON rU'1'I-: AND
AVAI~ABLE FOR INSPECTION.
Building Valuation
$84000,00
COUH<"li 1 ni sb-i ot
8
CenSH~ '1'r~:1ct
Con};> t ruct. ion
rrype
Sq Fi?)(~t
Insp~t~t i. ons
Requ:i red
Residence ( ] ~oning Foundation [ 1
RURine8S [Xl Typp Frnming [J
other [] InAulation [ 1
N~w [ ] Plnmbinq r]
Repair [] status Merhanical [ ]
Remodel r] norlp Wallboard [ J
Additi,nn [1 32 Final rXl
"",.."",'"", "., oglr;;I<'J'1=" '''";'' = ='"""""" ==" "0"""""" 0""'..."""""" ,." ",,",
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~~
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:"., .':
B R E M E R T 0 N B U I L D I N G D E P A R T M E N T . I
. I
p E R M I T A P P L I C A T I 0 N
--------.-------------------------------------------------------------
--------------~-~-----------------------------------------------------
Application Date
Issue Date
Assessor Acct #
site Location
Owner - Last Name
- street
City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[ ] Mechanical
[ ] Plumbing
04/20/1994
Application Numb~r 94AP07524
Permit Number
Project Group
3735-023-001-00--
938 CALLOW
SAFEWAY INC.
1000 124TH AVE
BEL.LEVUE
(206)
First
NE SUITE 201
state WA
MI
Zip 98009-0947
PAUL TURMALA
DYKEMAN ARCHITECTS
[ ] Grading [ J
[ ] Mnve Building []
[ ] Mobile Home []
Phone{206)
Phone(206)259-3161
Sign
Burning
Land Clear
[ ] Paving
[ ] Underground
r ] Demql it. ion
Building tontractor:
-----------------------------------------------------------------------
Work will be completed by owner.
,
1
Nature of Work:
Retaining wall
~ ~'
APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND
AVAILABLE FOR INSPECTION.
Building Valuation
. i
.,
i
j
t
"
$84000.00
Council Distr:ict
------------------.------.----------------------------------------------
Census Tr:act
Construction
'l'ype
Residence
Business
Other
New
Repair
Remodel
Addition
[ ]
[X)
( ]
[ ]
[ ]
r ]
[ ]
8 c
Sq Feet
Inspecti.ons
Reguired
Zoning
Type
Foundation [ J
Framing []
Insulation [ ]
Plumbing r J
Mechani ca 1 [ J
Wallboard L J
Final [X]
status
Code
32 .
===========. =============Z============================================
~~ c;/C)o Hi . .. .
- --."- - --~ -"- -- --- - - --' -- - - --'- -- - - - :---,---- ---_._._._--~.-
. . .
B U I L DIN G
D E PAR T MEN T
B REM E R TON
A P P L I CAT ION
PER M I T
---------------------------------------------------------------------
---------------------------------------------------------------------
Application Date
Issue Date
Assessor Acct it
Site Location
Owner - Last Name
- Street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
r J Mechanical
[ ] .?lumbing
04/20/1994
Application Number 94AP07524
Permit Number
Project Group
3735-023-001-00--
938 CALLOW
SAFEWAY INC.
1000 124TH AVE NE
BELLEVUE
(206)
First
MI
SUITE 201
state WA Zip 98009-0947
Phone(206)
Phone(206)259-3161
PAUL TURMALA
DYKEMAN ARCHITECTS
[ J Grading
[ ] Move Building
[ J Hobile Home
;- 1 Sign [ 1 Paving
i.. oJ .J
r ~ p . r 1 Underc;r-ound
, uurnl.ng
i.. oJ i.. oJ
[ l Land Clear r 1 Demolition
.i - oJ
----------------------------------------------------------------------
Building Contractor:
Work will be completed by owner.
Nature or Work:
Retaining"wall
APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND
) AVAI LABLE FOR INSPECT I9N . . . ) 1.J 1 L :f!/l . e... -Sfo o..cl ~).e.t'
I. SdJr /ftk/er i Il-fa {""1 jOlt:! j/I 't i/J...e&kc5. 2..lilyoro.VL TS r 7 LA, r (2 CL{i/'f" 5
.lYYICn-r +0 CoV\.-5+ ~~ AlA-.-.do---{~. 3 )!ZSfo12 Qdo...fkrs J.e9tA,i~. .
Y,j ~ c.OVV'<vVL~ o~ fV 10... r"). s-J Q 4'1eu.J lArya,~ G.,,..-e.. -r.e.r~ir-{) plc,Vl Vl-ude),
Building Valuation $84000,00
)
Council District
---------------------------------------------------------------------
8
Census Tract
Construction
Type
Sq Feet
Inspections
Required
Residence [ ] Zoning Founda ti on [ ]
Business [X] Type Framing [J
other [] Insulation [ ]
New [ ] Plumbing [J
Repair [J status Mechanical [ J
Remodel [J Code Wallboard [~
====:. :::::::/1~~~=== = === = ========= = = = = = ==::==== = = = =:::::= === = =~:~==
~'7" OK.~~
lI__ _ _ _
B U I L DIN G
D E PAR T MEN T
B REM E R TON
-~~
PER M I T
---------------------------------------------------~------------------
---------------------------------------------------------------------
.~ Application Date
U Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- Street
- City
- Phone
Tenant's Name
Agent t s Name
Architect's Name
[ ] Buil ding
[X] Mechanical
[ ] Plumbing
11/10/1992
11/16/1992
Application Number 92AP06079
Permit Number 14144
Project Group
938 CALLOW
SAFEWAY
938 CALLOW
BREMERTON
(206) 364-9910
First MI
State WA Zip 98310
Phone(206)
Phone(206)
[ ] Grading
[ ] Move Building
[ ] Mobile Horne
[ ]
[ ]
[ ]
[ ] Paving
[ ] Underground
[ ] Demolition
Sign
Burning
Land; Clear
. .
---------------------------------------------------------------------
Building Contractor:
Work will be completed by owner.
Nature of Work:
REPAIR HVAC SYSTEM
--------------------------------------.-------------------------------
Council District Census Tract
Construction Sq Feet Inspections
Type Required
Residence [ ] Zoning Foundation [ ]
Business [X] Type Framing [ ]
Other [ ] Insulation [ ]
New [ ] Plumbing [ ]
Repair [X] Status Meclfani cal [X]
Remodel [ ] Code Wallboard [ ]
Addition [ ] 11 Final [X]
Recei ved By: P_ '.. Approved By: I - " )
= = ======= == =~====~1= = == = === = = = = == = === = = = =;;~== == ~ =1= L~{gj~ ~
- - .---..
B REM E R TON
B U I L DIN G
M E C H A N I C A L
PER M I T
A P P L I CAT ION
D E PAR T MEN T
Application Number 92AP06079
Contractor
street
City
Phone
Representative
Stat.e License #
City License #
UNIV MECHANICAL
1300 N 130 TH
SEATTLE
(206) 364-9910
VINCE FINLEY
UNIVMC*343N9
CONTRS INC.
---------------------------------------------------------------------,
---------------------------------------------------------------------
state WA Zip 98133
Expiration Date 07/31/1993
Expiration Date
stoves
Fire Place Inserts
Furnaces
Burners
.Heaters
Boilers
Gas Outlets
Coolers
Air Conditioning Units
.3 Heat Pumps
Re-Heat Boxes
3 Air Handling Units
Fans
Range Hoods
Dryers
Incinerators
Alterations
Tanks
Refrigeration Units
Other Items
===============-======================================================
'a~...; .
~.
...J.~'/
"
I'
".,. .
FILE COMMENTS
SITE ADDRESS:
APP. NO. f{ ~A-Po ~ () 7 '7
OWNER:
NO. PLANS
TYPE OF CONSTRUCTION
sa. FTO.
OCC. LOAD
VALeJATION
PLAN CK.
BLOO:
SRCHG.
FEES PAID:
PLBG.
MECH.
OTHER
t~.~zi.:{~:~2;D!!~jiQ.ii1iLi~~~~liiilijtt,~~~~~~@ij!bf~,1.]l,~fiS~~t~iU~~;ti~.ilifd.tl)~{~&~k~L~~~:;2;j,:;:;iEtfj;:u;~t;11Lt~6,i~LJ1,~~':Ji.lf~~!~liti~EII~i~~~fi~
ROUTING:
SETN
DATE
SENT
DATE
RETURNED
APP. WI
APP. COMMENTS
NOT
APP.
REVIEWER
BUILDING ~
PLANNING D
DNTN PLANNING 0
ENGINEERING D
WATER D
FIRE 0
TRAFFIC D
HEALTH DEPT. 0
)/ lIt) )~ .
DATE COM M ENTS
4_____'" I
B REM E R TON
B U I L DIN G
D.E PAR T MEN T
PER M I T
A P P L I CAT ION
---------------------------------------------------------------------
---------------------------------------------------------------------
Application Date 11/10/1992 Application Number 92AP06079
Issue Date Permit Number
Assessor Acct #. Project Group
Site Location 938 CALLOW
Owner - Last Name SAFEWAY First MI
- street 938 CALLOW
- City BREMER TON State WA Zip 98310
- Phone (206) 364-9910
Tenant's Name Phone(206)
Agent's Name Phone(206)
Architect's Name
[ ] Building [ ] Grading [ ] Sign
[X] Mechanical [ ] Move Building [ ] Burning round
[ ] Plumbing [ ] Mobile Horne [ ] Land Clear ition
Building Contractor:
Work will be completed by owner.
Nature of Work:
REPAIR HVAC SYSTEM
Council District
Census Tract
Construction
Type
Sq Feet
Inspections
Required
[ ] Zoning Foundation [ ]
[X] Type Framing []
[ ] Insulation [ ]
[ ] Plumbing []
[X] Status Mechanical [X]
[ ] Code Wallboard [ ]
[ ] 11 Final [X]
~=:~==~=======================================================
Residence
Business
Other
New
Repair
Remodel
Addition
B REM E R TON
B U I L DIN G
D E PAR T MEN T
M E C H A N I C A L
PER M I T
A P P L I CAT ION
---------------------------------------------------------------------
---------------------------------------------------------------------
Application Number 92AP06079
Contractor
street
City
Phone
Representative
state License #
City License #
UNIV MECHANICAL
1300 N 130 TH
SEATTLE
(206) 364-9910
VINCE FINLEY
UNIVMC*343N9
CONTRS INC.
state WA Zip 98133
Expiration Date 07/31/1993
Expiration Date
stoves
Fire Place Inserts
Furnaces
Burners
Heaters
Boilers
Gas Outlets
Coolers
Air Conditioning Units
3 Heat Pumps
Re-Heat Boxes
3 Air Handling Units
Fans
Range Hoods
Dryers
Incinerators
Alterations
Tanks
Refrigeration Units
Other Items
---------------------------------------------------------------------
---------------------------------------------------------------------
.....
,
!
iT ~'f"l'
I
t'.....J1
B REM E R TON
B U. I L DIN G
D E PAR T MEN T
PER M I T
A P P LIe A T ION
--------------------------------------~-------------------------------
----------------------------------------~----------------------------
Applicatio:t;l Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- Street
- City
-' Phone
Tenant's Name
Agent's Name
Architect's Name
[ ] Building
[X] Mechanical
[ ] Plumbing
11/10/1992
Application Number 92AP06079
Permit Number
Project Group
938 CALLOW
SAFEWAY
938 CALLOW
BREMER TON
(206) 364-9910
First MI
State WA Zip 98310
Phone(206)
Phone(206)
[ ] Grading
( ] Move Building
[ I Mobile Home
[ ] Sign
[ ] Burning
[ ] Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
---------------------------------------------------------------------
. . "
Building Contradtor:
Work will be completed by owner.
Nature of Work:
REPAIR HVAC SYSTEM
Council District Census Tract
Construction Sq Feet Inspections
Type Required
Residence [ ] Zoning Foundation [ )
Business (X] Type '.J't,::.."' Framing [ ]
Other [ ] Insulation [ ]
New [ ] Plumbing [ J
\ Repai r [X] Status Mechanical [X]
"Remodel [ ] Code Wallboard [ ]
Addition [ ] 11 Final [X]
. ~=====7/==-==I=J===-===q~======c:~=T~7~=
) , II ~ 1 q~
B REM E R TON
B U I L DIN G
D E PAR T MEN T
M E C H A N I CA L
PERMIT
A P P L I CAT ION
---------------------------------------------------------------------
--------.-------------------------------------------------------------
Contractor
street
City
Phone
Representative
state License #
City License #
Application Number 92AP06019
UNIV MECHANICAL
1300 N 130 TH
SEATTLE
(206) 364-9910
VINCE FINLEY
UNIVMC*343N9
CONTRS INC.
state WA Zip 98133
Expiration Date 01/31/1993
Expiration Date
stoves
Fire Place Inserts
Furnaces
Burners
Heaters
Boilers
Gas Outlets
Coolers
Air Conditioning Units
3 Heat Pumps
Re-Heat Boxes
3 Air Handling Units
Fans
Range Hoods
Dryers
Incinerators
Alterations
Tanks
Refrigeration Units
other Items
==================~==================================================
--
,..
Product
Data
50QJ
Single-Package Rooftop
Heat Pump Units
HEATING & COOLING
Nominal 3 to 10 Tons
)pyrigt,t 1992 Carrier Corporation
Single-Package Rooftop Heat
Pump Units with the following
Innovative Standard Features:
. 2-in. return-air filters
. AcutrolT. refrigerant metering
device
. ChronotempTM defrost system
. DrainGuardT. corrosion-resistant
condensate pan with internal trap
. full-perimeter base rails with built-in
rigging capability
. high-pressure, loss-of-charge/
low-pressure cutout switches and
freeze protection thermostat
. refrigerant filter driers
. non-chalking exterior paint with-
stands 500-hour salt spray test
. motors with permanently lubricated
ball bearings
. Cycle-LocT. compressor anticycle ~
protection
. totally enclosed outdoor fan motors
. UL, ARI, CSA certified
. 24-v transformer and circuit
breaker
. 5 year compressor warranty
. field convertible from vertical
supply/return to horizontal supply/
return, or any mixture of the two
Features/Benefits
Compact, vertical discharge
units easily convert to hori-
zontal discharge, combining
installation flexibility with
efficient performance and
easy maintenance.
Easy maintenance and
conversion
All units are shipped from the factory in
the vertical discharge configuration for
fit-up to standard roof curbs, (One acces-
sory curb fits sizes 004-006; another
accessory roof curb fits sizes 008 and
Form 50QJ-4PD
I :.tl"
. i\iii '
n:
; 1:<"
.j It'
::1'1'" "
,,:\':
:" ..
. )1
. ::lhi.
':,(,t
'.",;!r
I;:,if~f~
, ,11;'i\:;'
" ;'dJ)~t;
,,;J<;,;:,
: ""r"
, ..'":' .~';
.1',-
"
, .,
'....
......
--11
P~R~ * capacities
COOLING HEATING High-Temp HEATING Low-Temp
UNIT NOMINAL SEERt SOUND
CFM RATING
50QJ TONS Cap. With Without EER Cap. COP HSPF Cap. COP (Bels)
(Btuh) Timer" " Timer (Btuh) (Btuh)
004 3 1200 36,400 10.60 10.20 9.40 35,200 3.10 6.80 18.400 2.00 8.0
005 4 1760 47,000 10.60 10.40 9.10 47,000 3.10 7.00 28,600 2.14 8.0
006 5 2000 59,000 10.90 10.65 9.25 62,000 3.20 7.30 35,800 2.16 8.0
7l/~
NOMINAL STANDARD COOLING HEATING High-Temp HEATING Low-Temp SOUND
UNIT Cap. Cap. Cap. RATING IPLV
50QJ TONS CFM (Btuh) EER (Btuh) COP (Btuh) COP (Bels)
008 7'/2 3,000 92,000 9.10 96,000 3.00 55,000 2.00 8.6 10.3
012 10 4,000 113,000 9.00 116,000 3.14 65,000 2.02 8.6 9.8
~ ;)..~~'
LEGEND
Bels Sound Levels (1 bel = 10 decibels)
Cap. Net Capacity (Btuh)
COP Coefficient of Performance
db Dry Bulb
EER Energy Efficiency Ratio
HSPF Heating Seasonal Performance Factor
IPLV Integrated Part Load Value
SEER Seasonal Energy Efficiency Ratio
wb Wet Bulb '
. Air-Conditioning & Refrigeration Institute
tApplies only to units with capacity of 60,000 Btuh or less.
.. SEER ratings with timer are made using time-delay relay part
number HN67SK031.
Rated in accordance with ARI Standard 210/240-89 and 270-84.
Ratings are net values, reflecting effects of circulating fan heat.
Supplementary electric heat is not included. Ratings based on:
Cooling Stimdard: 80 F db, 67 F wb indoor entering-air temperature
and 95 F db outdoor entering-air temperature.
IPLV Standard: 80 F db, 67 F wb indoor entering-air temperature and
80 F db outdoor entering-air temperature.
Hi-Temp Heating Standard: 70 F db indoor entering~air temperature
and 47 F db, 43 F wboutdoor entering-air temperature.
La-Temp Heating Standard: 70 F db indoor entering-air temperature
and 17 F db, 15 F wb outdoor entering-air temperature.
e
3
2063
-
I~I
Ii.,:
'li~;;,!
',I,"", '
. ";t1
'I'I':~~,
" 'j,J
,I, (.'1i
,~':I :l~"
~ ; i 1f'.r''i
i"" if,' ~l,'
.,1", (,',
,1.,1' ;",')-l
, "" '1';1
; ::.: fih
; I' \;\%1
," ~.
"'l"h
:. ~:r:..'
I, "I"
i ! :'h.;J
!: !lt~~
,'1,1'1 ~,;i,!"
),jf~!:
':oi::;li~;
'.' "
"
",
-
Base unit dimensions - 50QJ004-006
UNIT
STO UNIT
WEIGHT
Lb K
490 222
500 227
520 236
CORNER
WEIGHT "C"
Lb Kg
135 61.2
137 62,1
143 64,9
SOOJ004
500JOOS
SOOJ006
~/~
1'-55116'
[440)
d
0'-117/8' d
(302) d
d
~
1'-11/4"
1337~J _
--'-II
\ I,
sUcitELN\:tl \ I,
HORiZONTAL l:
OUT 'DE
OF PANEL
RIGHT
CONNECTION SIZES
A 131a" dia (35) field power supply hole
B 2" dia [51] power supply knockout
CPl." dia (44J charging.port hole
o 71a" dia (22) field control wiring hole
E 'I." ,14 NPT condensate drain
F 2'12" dia [64) power supply knockout
\
"
"
, I,
,I RETURN- I
I AIR I'
'I OPENING I'
'I HORI- ,
, ZONTAL "
,I 7' ,
I I'
'I 1I78J ,
I,
0'-4 1/16'
i [103J
F IUER ACCESS PANEL
CD I sPOsA8LE F 1 L TERSJ
2'-1 11116'
[6s3J
ACCESSORY
HOOO F J UER
/
1
l' -I 1/4'
[336J
OUTDOOR AlR I
0'-8 1/8
[206J
I
t 0'-511/16'
[144J
E STD. CONDENSATE DRAIN (INTERNALLY TRAPPED)
SIDE
CORNER
WEIGHT "0"
Lb Kg
170 77.1
174 78,9
181 82.1
'4:
E
NOTES:
1, Dimensions in [ ] are in millimeters.
2, ~ Center of gravity,
3. ~ Direction of airflow.
4. Ductwork to be attached to accessory roof curb only on vertical dis-
charge units. On horizontal discharge units, field-supplied flanges
should be attached to horizontal discharge openings, and all duct-
work should be attached to the flanges.
5. Minimum clearance (local codes or jurisdiction may prevail):
a. Bottom to combustible surfaces (when not using curb), zero in, on
vertical discharge units, and one in. on horizontal discharge units.
b, Outdoor coil, for proper airflow, 36 in. one side, 12 in. the other,
The side getting the greater clearance is optional.
c. Overhead, 60 in. to assure proper outdoor-fan operation,
d. Horizontal supply and return end, zero inches.
e, On horizontal discharge units equipped with electric heat, a mini.
mum clearance to combustibles of 1 in. is required for the first
12 in, of ductwork,
\. Between units, control box side, 42 in. per NEC (National Electri-
cal Code).
g. Between unit and ungrounded surfaces, control box side, 36 in.
per NEC,
h. Between unit and block or concrete walls and other grounded sur-
faces, control box side, 42 in. per NEC.
6. With the exception of the clearance for the outdoor coil as stated in
note 5b, a removable fence or barricade requires no clearance.
7. Units may be installed on combustible floors made from wood or
class A, B, or C roof covering material.
~ OUTDOOR AlR
2'-015/16'
I [633) I
REAR
F IUER/ECONOH' ZER ACCESS PANEL
13;::~r] ~~i
CqRNER 'A'
OP T I QI>lAL
ECONOM, ZER MJOD
-2'-1 11/16------,
I [6s2J I
r----
INDOOR COIL I
I RETURN -A I R OPEN I NG
\ L_ VERTI~_ I
:':::::r::: --~
/ I lSUPPLY.A,RI'
OPEN' NG
AL T CO~DENS.t TE I VERTl CAL
ORA IN OPEN INS I
IN 8AsEPAN L_
LEFT SIDE
3' -9'
[1144J
//-____________J
I(
II
'I
"
'I
'I
"
"
"
'I
,
~
l' -5'
[432J
CORNER '0' ~
I.
.~ O'(i8~;8:FI'-[~skj8~O'-3 13/16'
. i= [97J
~
2'-9 5/16'
[847J
OUTOOOR COIL
LEFT SIDE
2068
0' -3
6' -I 11/16'
, I [I872J
2'-8 1/2 ----..I
[826J
1/16' J
[78J
'-0 , /16'"
[306J
FRONT
CONTIlOlSOX AND
COMPRESSOR ACCESS PANEL
r:; ;;, U'.l ;,,"
(416)
~j_____CORNER '8'
0'-33/16'
[81 J
RETURN A I R
~
0'-1015/16'
[27BJ
-,-fO'-S 3/B'
~J (137)
1'-53/4'
[451 J
0' -2 9/16'
[6sJ
~
SUPPLY AIR
0'-57/16'
[13BJ
~CORNER 'c-
[B1J
O"03/B'
lr[IOJ
~
INDOOR FAN MOTOR, BLOWER
AND ELECTR I C HEAT ACCESS
PANEL
3"5 3/16'
[1046J
e e c:::::::J
I 2'-B 1/2'
I---- [B26J
8
FORKUFT SLOTS /
O'-21/4'DIA
[s7J
(Typ 8 PLACES)
FRONT
1...
.,
Base unit dimensions - 50QJ008, 012
0"(1 J{JI 6",
2',4 5/16"
[719J
~
NOTES:
1, Dimensions in [ J are in millimeters.
2. ~ Center of gravity"
3. ~ Direction of airflow,
4. Ductwork to be attached to accessory roof curb only on vertical dis-
charge units. On horizontal discharge units, field-supplied flanges
should be attached to horizontal discharge openings, and all duct.
work should be attached to the flanges. .
5. Minimum clearance (local codes or jurisdiction may prevail):
a, Bottom to combustible surfaces (when not using curb), zero in, on
vertical discharge units, and one in, on horizontal discharge units.
b, Outdoor coil, for proper airflow, 36 in. one side, 12 in, the other,
The side getting the greater clearance is optional. '
c. Overhead, 60 in. to assure proper outdoor-fan operation,
d, Horizontal supply and return end, zero inches.
e, On horizontal discharge units equipped with electric heat, a mini.
mum clearance to combustibles of 1 in. is required for the first 12
in. of ductwork,
f, Between units, control box side, 42 in, per NEC (National Electri.
cal Code).
g,' Between unit and ungrounded surfaces, control box side, 36 in,
per NEC.
h. Between unit and block or concrete walls and other grounded sur.
faces, control box side, 42 in, per NEC.
6, With the exception of the clearance for the outdoor coil as stated' in
note 5b, a removable fence or barricade requires no clearance.
7, Units may be' installed on combustible floors made from wood, or
class A, B, or C roof covering material.
I
)-1
,,'
:':j
,:,:j;.1
-:11'
, ";1
~ I I,'~
"I.'
')1\:.:
'."i:i'
'I',cr
' :'11
,"'I
: ";'~. j 11
.11"
. \iI,
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.;1
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,il
. "I
'1 I~'
UNIT
STO, UNIT
WEIGHT
Lb Kg
840 381
940 426
ECONOMIZER
WEIGHT
Lb Kg
44 20
44 20
CORNER
WEIGHT "A"
Lb Kg
182 83
204 93
,CORNER CORNER CORNER "H" "J" "K"
WEIGHT "B" WEIGHT "C" WEIGHT "0"
Lb Kg Lb Kg Lb Kg Ft-In. mm Ft-In, mm Ft-In. mm
156 71 231 105 271 123 2-07/. 632 3.55h. 1050 2.91'/'6 856
174 79, 259 117 303 137 1-27/. 378 4-15h. 1253 3.031. 924
500J008
500J012
71J~
FILTER ACCESS DOOR
CD I sPOsA8LE F I LTERsJ
. -I 7/6"
[3s2J
2' 0"
[6091
~~I
SUPPLY-AIR ',I:
OPENING I
HOR I ZONT AL I'
J
OUTDOOR AIR
2',27/16"
~7~
0',71/16'
[179J
.'"
I.
r--f~;ci;
OUTSIDE I?il
OF PANEL ~
SUPPLY A I R
I P,'ilJ'
~
RETURN AIR
E STD CONDENSATE DRAIN (INTERNAl!.YTRAPPED)
RIGHT SIDE
REAR
~
F I LTER/ECONOH I ZER ACCESS PANEL
OUTDOOR COIL \
i\'i'li".
:(~@INooOR -, ~ -R;TU~N<I:-O;EN~N~
COIL I VERT I CAL
It '" I
,,+ "'-"'
4',9 3/4" " E ~
(1467J " ALT. CONDENSATE 1 ,
" ORA I N OPEN I NG 1 sUPPLY-'
" IN 8AsEPAN , AIR ,
e I OPENING 1
I VERT I CAL 1
, ,
, ,
, ,
2'-11 1/2"
r:::= [902J 31
I OUTDOOR AIR i I
0'-39/15'
[90J
CORNER "A'
1',5 718"
[4s4J
A
B
C
o
E
F
CONNECTION SIZES
13/." dia 135J field power supply hole
2'12" dia [64J power supply knockout
13/4" dia [44J charging-port hole
7/." dia [22J field control wiring hole
3/4" - 14 NPT condensate drain
2" dia [51 J power supply knockout
CORNER "8"
----, 0' -5 1/2"
L [140]
1'-0 5/8" ~ 0'-213/16"
[320J ~ [72 J
RETURN A I R
0'-29/16"
[6sJ
LEFT
SIDE
"
"
I' ,II 1/4"
[591 J
2',43/4"
[730J
~
SUPPLY AIR
ELECTRICAL
OJ sCONNECT LOCA T ION
3',4 1/4"
[1022J
I' -2"
[3ssJ J
0' -8 3/16
[208J
CORNER "c"
CORNER "0"
r-
" J-
7'-33/8"
[2219J
FRONT
t
EO' -7 3/6'
[167J
0',313/16"
[97J
0'-0 3/8"
[10J ir
~
OUTDOOR CO~
CONl1lOL BOX AND
COMPRESSOR ACCESS PANEL
INDOOR-FAN HOTOR,
8LOWER AND ELECTR I C
HEAT ACCESS PANEL
BOTTOM
OF UNIT
e
"
0'-53/4"
[146J
@@ c:::J
I 3'-41/4"
f.--- ['1022 J
0'-21/4" [s7J
lTYP 8 PLACES)
LEFT SIDE
FRONT
9
2069
--
--
Ac~essory dimensions
ROOF CURB
ACCESSORY
5
"A"
UNIT SIZE
UNIT SIZE
ROOF CURB - 50QJ004-006
"B"
"C"
"0" ALT
DRAIN HOLE
CONNECTOR
PKG. ACCESSORY
50DJ900801
50QJ004-006
1'-911116"
(551]
50QJ004,006
c
-~
,... - - -.....- - - - - - - - - - - --,
I 1
I ........,...., I
OASHEOUNE I c" /1" \ , I
SHOWS ~ ,\....' \1
OUTUNEOF UNrT r'.... ,",'- ~ - - "\ :
I ~ I 'I 1
\ /"'l:.... I___~ 1
\ I I,
'~I /' I
~ I .... I
;::::--_.... I
1
,
O' -3'
[76]
I
o' -3"
(76]
I
"
I :
l' -1 7/16' I
(3.111) I
I! :
(::}Ji::~) I J
0'-07/16'
[11]
A ~ HEADS)
0'-01/4'[7)
O' -4 9/16'
[116)
70
ff~-- ---,
, 1
I I
1 2' -7 S/S' 1 0FTI0NAl.
4' [S03J ~~R
1 1 GASKET
I I (SUPPLIED 'WITH CURB)
I I
~ - - __,
l o' -0 7116"
[11)
<SOL T HHOS)
0'-0 7/16"
[l1J A
(SOL T HEADS) t
SUPPLY-AIR
OPEN J NG
"-7 13/16~
(504)
0' -3'
[76J
3' -0"
[91-04]
L 1'1 liS"
C [33"
FRONT
I
,
,
,
,
,
,
,
,
,
,
.....'
,
,
\
I
,
I
,
~
~
SUPPLY AIR
VIEW 'A-A'
SEE VIEW
"F" POWER
"G" CONTROL
1',4"
[406J
3/." [19J NPT or
1'/." [32]
3/." [19] NPT
PI." [45J
NOTES:
1. Roof curb accessory is shipped unassembled,
2, Insulated panels.
3. Dimensions in [ ] are in millimeters.
4. Roof curb: galvanized steel.
5, Attach ductwork to curb (flanges of duct rest on curb).
6, Service ciearance 4 It on each side.
7. ~ Direction of airflow,
8. Control and power service plates are part of a separately
shipped accessory package.
TYPICAL (4) SIDES
COUNTER FLASH I NG
[F I ELO SU>PL! ED>
o
SECTION 'C-C'
SCALE 11 4
10
R
At
5f
51
0' -
[76
l
r
0' -,
, , [76
," l
>.
',' r
l' -3 ,
[3S7
L
r
0'-0 7,
[11]
[SOL T HI
o' -0
(BOLT H
Ai
O' -0 1/
",'
O' -4 ,
(liE
~
,
ROOF CURB
ACCESSORY
500J901371
500J901381
"A"
UNIT SIZE
1'-2" [356J
2'-0" (610)
50QJ008,012
C OASHEDUNESHOWS
... _ _~=._ _ ~N~~~~~___
0' -3"
[761
L-!...
I
y-T
I
I
I
Oi7-6~" I
~
IT
l' -3 1/4" I
[3B7] I
Ll
jT.
0'-07/16'"
[Ill
(SOL T HEADS) I
0' -0 7116"J
[ 11]
[BOLT HEADS)
AL-
O'-01/4"[7J
-'
C
,....., ....,
/1'.... \ ,
I' , \
I \ '" ,
, .....-c.'- ,--...,
I /. '-1 II
, I[
, /'....7:." ,--~
'" . I "
~ I ,-
~~I ,
I D"
'8"
8---:
; I I
I 3'-3 S/8" I ~R
: [! 006) :-- HOOD
I I
I I
I I
~______I
SUPPLY-AIR
OPENING
'c'
2'-6 lS/16~
[786)
0' -3"
[76J
4'-0 13116"
[1240J
l. 0'-07116"
[11 ]
(BOL T HEADS)
0' -0 7116"
[11]
(BOL T HEADSl
L 1'-2 718"
C [3781
---1 A
FRONT
~.
SUPPLY AIR
VIEW 'A-A'
ROOF CURB - 50QJ008. 012
UNIT SIZE
13/." [45]
"G" CONTROL
CONNECTOR
PKG,ACCESSORY
50DJ901311
"0" ALT
DRAIN HOLE
"F" POWER
1" [25] NPT or
2" [51J NPT
314" [19] NPT
"C"
'-1015116"
[583]
50QJ008,012
NOTES:
1. Roof curb accessory is shipped unassembled,
2. Insulated panels,
3. Dimensions in [ ] are in millimeters.
4. Roof curb: galvanized steel.
5. Attach ductwork to curb (flanges of duct rest on curb),
6. Service clearance 4 ft on each side,
7. ~ Direction of airflow,
8. Control and pos"er service plates are part of a separately
shipped accessory package,
(4) SIDES
DUCT
(FIELD SUPPliED)
COUNTER FLASH [NG
(FIELD SUPPliED)
o
SECTION 'C-C'
SCALE 1,.
o
l
,
,
,
,
,
,
,
,
DRAIN '
HOlE I
,
I
I
I
I
.....
...
,
\
,
,
I
,
,
"G"
11
2071
~; t . J
I
IF'
;1::
h
II \~
;I.it
,.' I' t,
:;i ~
'.1, it
'.\;
H
I?
..(W'
:~;t,..:
.Jl~:-;
"I t ,~,
::.'1:;:
! ~-t
'j,
--all
ELECTRIC HEATING CAPACITIES
UNIT VOLTAGE FlOP ACCESSORY
(60 Hz) kW kW
4.4
208/230 6.5 6.5
8.7 8.7
(single phase) 10.5 10.5
13.0"
4.4
50QJ004 208/230 6.5 6.5
8.7 8.7
(3 phase) 10.5 10.5
16.0
6.0 6.0
460 8.8
(3 phase) 8.8 11.5
11.5 14.0
4.4
208/230 8.7 8.7
13.0 13.0'
(single phase) 17.4 17.4'
21.0'
8.7 6.5
50QJ005 208/230 16.0 8.7
(3 phase) 21.0 16.0
21.0'
6.0 6.0
460 11.5 11.5
(3 phase) 14.0 14.0
23.0'
6.5
230 8.7 8.7
13.0 13.0'
(single phase) 17.4 17.4'
21.0'
6.5
208/230 10.5 10.5
50QJ006 (3 phase) 16.0 16.0
21.0 21.0'
26.5'
6.0
460 11.5 11.5
14.0 14.0
(3 phase) 23.0 23.0'
25.5'
UNIT VOLTAGE FlOP ACCESSORY
(60 Hz) kW kW
10.4
208/230 16.0 16.0
(3 phase) 24.8 24.8
32.0 32.0
42.4'
50QJ008 13.9
16.5 16.5
460 27.8 27.8
(3 phase) 33.0 33.0
41.7'
575 - 18.0
(3 phase) - 36.0
10.4
208/230 16.0 16.0
(3 phase) 32.0 32.0
42.4 42.4'
50.0'
16.5
50QJ012 460 27.8 27.8
(3 phase) 33.0 33.0
41.7 41.7'
. 50.0'
575 - 18.0
(3 phase) - 36.0
- 54.0'
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MULTIPLICATION FACTORS
HEATER kW VOLTAGE MUL T1PLlCA TION
DISTRIBUTION
RATING V-3-60 FACTOR
200 .69
240 208 .75
230 .92
240 1.00
440 .84
480 460 .92
480 1.00
Example: A 12.3-kW (at 240 v) heater on 208 v
= (12.3) (.75 mult factor)
= 9.225 kW capacity at 208 v
"Two electric heater packages required to provide kW indicated.
NOTES:
1. The kW ratings shown above are at 240, 480 and 575 v. Use the Multiplication Factors table to determine heater
capacity for your particular voltage.
2. Heaters are not available for size 004-006 575-v units.
23
2083
...........
NOMINAL VOLTAGE COMPRESSOR OFM IFM ELECTRIC POWER ELECTRIC DISCONNECT
UNIT IFM RANGE ' HEAT SUPPLY SIZE"
50QJ VOLTAGE TYPE Nominal HEATER
(60 Hz) Mln Max ALA LAA FLA FLA kWf FLA MCA MOCP" FIG. NO. FLA LAA
- - 45.5. 60 - 44 218
6,5tt 27.3 79.6 8011 8,13 76 245
Std 8.8 8.7 36.2 90.7 10011 8,13 86 254
13.0 54.6 113.7 12511 9,13 107 272
17.4 72.4 136.0 15011 9,13 128 290
230 - 207 254 27.8 169 1.9 21.ott 87.6 155.0 17511 9,13 145 305
(~ingle phase) - - 45.5 60 - 44 218
6.5tt 27.3 79.6 8011 8,13 76 245
Alt 8.8 8.7 36.2 90.7 10011 8,13 86 254
13.0 54.6 113.7 12511 9,13 107 272
17.4 72.4 136.0 15011 9,13 128 290
21.0tt 87.6 155.0 175ii 9,13 145 305
- - 29.9/ 29.9 40/ 40 - 29/ 29 154/154
4.9/ 6.5tt 13.8/15.7 47.21 49.5 60/ 60 10 45/ 47 168/170
Std 4.0 7.9/10.5 22.2125.3 57.7/ 61.5 70/ 7011 10 54/ 58 176/180
12.1/16.0 33.6/38.4 71.9/ 77.9 80/ 8011 11 68/73 188/193
16.0/21.0 44.4/50.4 85.4/ 92.9 90/10011 12 80/ 87 1991205
208/230 I-- 187 254 19.2 123 1.9 20.0/26.5tt 55.8/63.6 99.7/109.4 100/110ii 12 93/102 210/218
006 (3 phase) - - 29.9/ 29.9 40/ 40 - 29/ 29 1541154'
(5 Tons) 4.9/ 6.5tt 13.8/15.7 47.21 49.0 60/ 60 10 45/ 47 168/170
Alt 4.0 7.9/10.5 22.2125.3 57.7/ 61.5 70/ 7011 10 54/ 58 176/180
.12.1/16.0 33.6/38.4 71.9/ 77.9 80/ 8011 12 68/ 73 1 88/193
16.0/21.0 44.4/50.4 85.4/ 92.9 90/1 0011 12 BO/ 87 199/205
20.0/26.5tt 55.8/63.6 99.7/109.4 100/110ii 12 93(102 210/218
.,... - 14.8 20 - 14 82
6.0tt 7.0 23.6 30 10 22 89
Std 1.8 11.5 13.8 32.1 35 10 30 96
14.0 16.8 35.8 40 10 34 99
23'~tt 27.8 49.6 60 10 46 110
460 I-- 414 508 9.6 62 1.0 25.5 30.7 53.2 60 10 50 113
(3 phase) - - 14.8 20 - 14 82
6.0tt 7.0 23.6 30 10 22 89
Alt 1.8 11.5 13.8 32.1 35 10 30 96
14.0 16.8 35.8 40 10 34 99
23.0 27.8 49.6 60 10 46 110
25.5 30.7 53.2 60 10 50 113
575 ~ 518 632 8.3 50 1.9 8.8 - - 21.1 25 - 22 99
(3 phase) All 8.8 - - 21.1 25 - 22 99
LEGEND
FLA
HACR
IFM
LRA
MCA
MOCP
NEC
OFM
RLA
Full Load Amps
Heating, Air Conditioning and Refrigeration
Indoor-Fan Motor
Locked Rotor Amps
Minimum Circuit Amps
Maximum Overcurrent Protection
National Electrical Code
Outdoor-Fan Motor
Rated Load Amps
"Used to determine minimum disconnect size per NEC.
tHeater capacity (kW) is based on heater voltage of 240 v or 480 v.
If power distribution voltage to unit varies from rated heater volt-
age, heater kW will vary accordingly.
"Fuse or HACR circuit breaker.
ttHeaters are field installed only.
IIFusing in single point box provides the required branch circuit
protection.
@ (I@
NOTES:
1. In compliance withNEC requirements for multimotor and combi-
nation load equipment (refer to NEC Articles 430 and 440), the
overcurrent protective device for the unit shall be fuse or HACR
breaker. .
2. Electric heaters are not available on 575-v units.
25
2085
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Etectrical data (cont)
T
VOLTAGE COMP OFM IFM ELECTRIC POWER DISCONNECT"
UNIT NOMINAL RANGE HEAT SUPPLY ELECTRIC SIZE
50QJ VOLTAGE RLA RLA LRA Nominal HEATER
(60 Hz) Mln Max (Comp (C~rp FLA FLA FLA MCA MOCP"" FIG. NO. FLA LRA
1) (each) kWt
- - .42.3/ 42.3 50/ 50 - 44/44 257/257
7.8/10.4~ 21.7/24.9 69.4/ 73.6 70/ 80 8 69/ 73 278/282
5.8tt 12.0/16.0 33.4/ 38.1 84.0/ 90.0 90/ 90 8 83/88 290/295
18.6/24.8 51.7/ 59.7 106.9/116.9 110/110 9 104/113 308/316
24.0/32.0 66.7/ 77.0 125.7/138.6 125/125 9 121/133 324/334
208/230 187 253 15.7 13.9 99.0 3.0 31.8/42.4~ 88.4/102.0 152.8/169.8 150/150 10 146/161 345/359
(3 phase) - - 42.3/ 42.3 50/ 50 - 44/44 257/257
7.8/10.4~ 21.7/24.9 69.4/ 73.6 70/ 80 8 69/ 73 278/282
5.8[1 12.0/16.0 33.4/ 38.1 84.0/ 90.0 90/ 90 8 83/ 88 290/295
18.6/24.8 51.7/ 59.7 106.9/116.9 110/110 9 104/113 308/316
24.0/32.0 66.7/ 77.0 125.7/138.6 125/125 9 121/133 324/334
31.8/42.4~ 88.4/102.0 152.8/169.8 150/1 50 10 146/161 345/359
- - 21.0 25 - 22 129
008 13.9~ 16.6 41.7 45 7 41 145
(71,1, 2.6tt 16.5 19.8 45.8 45 7 45 148
27.8 33.4 62.7 70 12 60 162
Tons) 33.0 39.7 70.6 70 12 67 168
460 414 506 7.9 7.0 49.5 41.7~ 50.2 83.7 80 13 80 179
(3 phase) 1.5 21.0 25 22
- - - 129
13.9~ 16.6 41.7 45 7 41 145
2.61[ 16.5 19.8 45.8 45 7 45 148
27.8 33.4 62.7 70 12 60 162
33.0 39.7 70.6 70 12 67 168
41.7~ 50.2 83.7 80 13 80 179
- - 17.6 20 - 18 110
2.6tt 18.0~ 17.0 38.8 35 7 38 126
575 518 632 6.3 5.6 40.0 1.5 36.0~ 34.0 60.0 60 7 57 143
(3 phase) - - 17.6 20 - 18 110
2.61[ 18.0~ 17.0 38.8 35 7 38 126
36.0~ 34.0 60.0 60 7 57 143
- - 52.1/52.1 60/ 60 - 54/ 56 305/305
7.8/10.4~ 21.7/ 25.0 79.2/ 83.4 80/ 90 8 79/ 83 326/330
5.8tt 12.0/16.0 33.4/ 38.3 93.8/100.0 100/100 8 93/ 98 338/343
24.0/32.0 66.7/ 77.0 135.5/148.3 150/150 9 131/143 372/382
31.8/42.4 88.4/102.0 162.6/179.6 175/200 11 156/172 393/407
208/230 187 253 19.2 19.2 123.0 3.0 37.5/50.0~ 104.2/120.3 182.3/172.3 200/175 11 174/193 409/425
(3 phase) - - 53.8/ 53.8 60/ 60 - 56/ 54 324/324
7.8/1 0.4~ 21 :7/ 25.0 80.9/ 85.0 90/ 90 8 81/ 85 345/349
7.511 12.0/16.0 33.0/ 37.0 95.0/100.0 100/100 8 94/ 99 357/361
24.0/32.0 66.7/ 77.0 137.2/150.0 150/150 9 133/145 391/401
31.8/42.4 88.4/102.0 164.3/181.3 175/200 11 158/174 412/426
37.5/50.0~ 104.2/120.3 184.0/174.0 200/175 11 176/195 428/444
- - 25.6 30 - 27 154
16.5~ 19.8 50.4 60 7 51 183
012 2.6tt 27.8 33.4 67.4 70 12 66 196
33.0 39.7 75.2 80 12 73 203
(10 41.7 50.2 88.3 90 13 85 213
Tons) 460 50.0~ 59.4 85.0 90 13 95 222
(3 phase) 414 506 9.6 9.6 62.0 1.5
- - 26.4 30 - 24 130
16.5~ 19.8 51.2 60 7 51 183
3.411 27.8 33.4 68.2 70 12 66 196
33.0 39.7 76.0 80 12 73 203
41.7 50.2 89.1 90 13 85 213
. 50.0~ 58.6 85.0 90 13 95 222
- - 22.8 25 - 24 130
2.6tt 18.0~ 17.0 44.0 45 7 43 146
36.0~ 34.0 65.2 70 12 63 163
575 518 632 8.3 8.3 50.0 1.5 54.0~ 51.0 86.5 90 13 82 180
(3 phase) - - 23.6 25 - 25 139
3.411 18.0~ 17.0 44.8 45 7 44 156
36.0~ 34.0 66.0 70 12 64 173
54.0~ 51.0 87.3 90 13 83 190
COMP
FLA
HACR
WM
LRA
MCA
MOCP
NEe
OFM
RLA
LEGEND
Compressor
Full Load Amps
Heating, Air Conditioning and Refrigeration
Nominal Horsepower
Indoor-Fan Motor
Locked Rotor Amps
Minimum Circuit Amps
Maximum Overcurrent Protection
National Electrical Code
Outdoor-Fan Motor
Rated Load Amps
"Used to determine minimum disconnect per NEC.
tHeater capacity (kW) is based on heater voltage of 240 v, 480 v or 575
v. If power distribution voltage to unit varies from rated heater
voltage. heater kW will vary accordingly.
""Fuse or HACR circuit breaker.
ttStandard drive (500J008); standard motor (500J012).
[[Alternate drive (500J008); alternate motor (500J012).
~Heaters are field installed only.
Fusing in single point box provides the required branch circuit
protection.
@ fi@
2086
26
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FORM NO. 1138-2P
CONCENTRIC TRANSITION
for CARRIER 48DJE, DJD 50DJ, QJ
004,005,006,007 UNITS
Part Number:
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0816-0537
SUBMITTED TO
COMPANY:
DRAWN BY: D.C.
JOB NAME:
EQUIPMENT:
NOTES:
I BLANK-OFF
~
RETURf~ AIR
TRANSITION ADAPTOR
(Insulated) \ ~3/4~511
T I
16" I
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LT L 21"_ . i____ 21=-.1 OJNK'()FF
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CONCENTRIC SUPPLY I .. I l
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TRANSITION c~=j~~_. . _
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DUCT KIT IS
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SHEET METAL
0537-0101
ROOFCURB
\
Part No.8 for Duct Packages
48" DUCT KIT -INSULATION BOARD 0903-0154
50" DUCT KIT -INSULATION BOARD 0903-0155
48" DUCT KIT -INSUL SHEET METAL 0903-0164
50" DUCT KIT - INSUL SHEET MET 03-016
RETURN AIR
DUCT
21"1.0.
Square
SUPPLY AIR
DUCT
301/4" 1.0.
Square
~ 0902-0019
FLUSH MOUNT
DIFFUSER GRILLE
TIllS DOCUMENT IS THE PROPERTY OF MICRO METL CORPORATION !\NO IS DELIVERED UPON lllE EXPRESS CONDITION lllAT lllE CONTENTS WILL NOT BE DISCLOSED OR USED WllllOUT MICRO MET1.'S WRITTEN CO/:,SENT.
3400 ROOSEVELT AVENUE INDIANAPOLIS, IN. 46218 1.800.662-4822
.
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FORM NO. 1217-2P
CONCENTRIC TRANSITION
for 48/50DJD, DJE 008 ~ 012 50DJ 008 ~ 012
Units
Part Number:
. . ...... .... ......... ,.",....."............., .....
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0816-0597
SUBMITTED TO
COMPANY:
DRAWN BY: D,C.
JOB NAME:
EQUIPMENT:
NOTES:
DUCT KIT IS
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DUCT BOARD OR
SHEET METAL
r-
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CONCENTRIC SUPPLY i I
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TRANSITION I I
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Remove these two
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Part Nos. for Duct Kits
48" DUCT KIT -INSULATION BOARD 0903-0009
60" DUCT KIT -INSULATION BOARD 0903-0010
48" DUCT KIT -INSUL. SHEET METAL 09 -
60" DUCT KIT -INSUL. SHEET META 903-0012
RETURN AIR
DUCT
33 1/8"
Square
SUPPLY AIR
DUCT
48"
Square
~ 0902-0007
FLUSH MOUNT
DIFFUSER GRILLE
THIS DOCUMENT IS lllE PflOPERTY OF MICflO METL COflPORATlON AND IS DElIVEflED UPON THE EXPflESS CONDITION THA T THE CONTENTS WILL NOT BE DISCLOSED OR USED WITHOUT MICRO METL'S WRITTEN CONSENT.
3400 nOOSEVEL T AVENUE INDIANAPOLIS. IN. 46210 1.000.662.4022
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NELSON-BOURDAGES, INC., P.S.
Consulting Engineers
11411 N.E. 124th St., Suite 230 · Kirkland, WA 98034
(206) 823-6667 · FAX: (206) 820-0947
Job Name 9--c:: E...v A
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NELSON-BOURDAGES, INC., P.S.
Consulting Engineers
11411 N.E. 124th St., Suite230 · Kirkland, WA 98034
(206) 823-6667 · FAX: (206) 820-0947
Job Name $A.j::"E: ~/A
Madeby J ~
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I'lELSON-BOllRDAGES, INC., P.S. r--
Consulting Engineers Olecked by
11411N. E. 124th St.. Suite 230 · Kirkland. WA 98034
(206) 823-6667 · FAX: (206) 820-0947 Description
Job Name SoA--FE'.VA'-( ~/^-Ff2:1()J
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NELSON-ROURDAGES, INC., P.S.
Consulting Engineers
J 141 J N. E. 124th St., Suite 230 . Kirkland, WA 98034
(206) 823-6667 · FAX: (206) 820-0947
Job N:lme -SAF EVA' ( f)l2.E~EJ?_-rc),,1
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NELSON. BOURDAGES, INC., P.S.
11411 NE 124th Street Suite 230
KIRKLAND, WA 98034
(206) 823-6667
FAX (206) 820-0947
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TO .c%~'~a.L:e-LL-/ c/ ,~;:2, ~~ &:'l.-P-:? r e ~
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~~aZ2~C- /.~ J??/;3"y
RE:
WE ARE SENDING YOU ~hed
o Under separate cover via
the following items:
o Shop drawings
o Copy of letter
o Prints
o Change order
o Plans
o
o Samples
o Specifications
COPIES DATE NO. DESCRIPTION
/.f) // ,,;;L ....... d/.;7~
,
THESE ARE TRANSMITTED as checked below:
o For approval
~your use
o As req uested
o Approved as submitted
o Approved as noted
o Returned for corrections
o Resubmit_copies for approval
o Submit_copies for distribution
o Return_corrected prints
o For review and comment 0
o FOR BIDS DUE
19
. 0 PRINTS RETURNED AFTER LOAN TO US
REMARKS
RECE\\1EO
nt' \ 5 '992
t.~\Ct. DE-P'\'.
UlAC/S . .
COPY TO ";;::-<: ~~
~~~L<Vb?";~
SIGNED: . ~
/
If enclosures are not as noted, kindly notify us at once. 4
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NELSON-BOURDAGES, INC., P.S.
Consulting Engineers
11411 N.E. 124th St., Suite 230 · Kirkland. WA 98034
(206) 823-6667 · FAX: (206) 820-0947
Job Name ..$.AFE\.V"A;
Made by -j"l
Cl1eclced by
Description
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NELSON-BOllRDAGES, INC., P.S.
Consulting Engineers'
_J 11411 N.E. 124th St., Suite 230 · Kirkland, WA 98034
(206) 823-6667 · FAX: (206) 820-0947
Job Name ~~VA-
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Consulting Engineers o,ecked by
11411 N.E. 124th St., Suite 230 · Kirkland, WA 98034
(206) 823-6667 · FAX: (206) 820-0947 Description
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BREMERTON BIDLDING DEPARTMENT
Plumbing/Mechanical Inspection Report
Scope of work: Repair HVAC system
Address: 938 CALlDW
Contractor: SRl f
Penult Nwnber:
Owner: Safeway
Pbollc:
1 Ll144
GAS I~II~ING
U ndA:1' laIl (lOpfli 1'01' 15 lIli~IU~) _J>wpCI' lIi~~IJS~..!,!Jl'.r-~Kt --
12" mjnimum below grade ~hc.ll wld~~ CoaLc.dJwr~ ~en w14kcgl'owwl 01' wit.hin 6" of earth
Grollll<l-;ollU ulllolIlI prol,ihit..,,1 in u:rul" ICK:<lllollll nUIII,llIll,Q ".,. ;oJl.,w",1 I" u,'I.(.C;ok"J arcu
COMMENTS:_
GAS PIPING APPROVED:
FURNACE
MaJlufOl~_~~_~~_~i~~~!~~~_,~_~_. ~~t!~!.'.!..~_~:'!_fl~l-'l~~________~___
Cklll'llll~ lo UJlIlbU/llihk/O _'y~~i!!ti:..~:~!.~.'-'.~ _~':'~'-~~~~~!_~~~_.._
-.. -~-_._._-'--'----"'---'-"_._---'---- -.....-._- _._-
_y~~~ si1.iI!1L & ".'!l'pc),I't/~~~ui~~~ Vall lCl'mlmuion
CombulIl.ion ..il' _t;!~~~.~: li,-,,:,!... ~...u!!.!!!..~1~~~.~~.ll..~~~I_~.!~lu.!!.~__.___._
-.----..------- ~ ---.-.----.----- ---'---
G<lll sllUl-ol'fwiLllin 3' Pilo.l ek.~alcd off fl.~!...~~!~e
--- 1------------ . --.
Ducts: lIIhe & fluPl'ol'ui.umlatcd wlu.'lIl'C(luirocl IktuClI ..il'
COMMI!.NTS:____________________.________________________________________.________________________
FURNACE AppROVlm:________h_____________________
MISC. APPUANCE8
-- _~~I~~~.~.!Irer'8 1II1lC~1c:ali~~1_.~~!_~._.._____ -- Loc.lion, au:.ellllll, 1II111'port
_.._____.___.... _..________..___u.._ ____
-- CkarilllW to UJmh1l81.ibLc.. _~ f:llli ~'.ti.:_~~!..'~!.~..!.~~~!.'.~_lllllrj~!!_'!___
------.---------------.---------- --
Vall lIIiz.~ & lIIu~oruooIIJl<:uiC)JlS Vallterlllln:uloJl
--- ----,------ Clainmc'y':: liner ~1aJ/or roc:J)~~te fllU."Il a!I required
Coml>1l8lion air '
-- -------,
Gas 1IIlaul-oll' wilhin 3' Wood IItove & li~l-'Ia~: PCOIM:r lu::acLll
.-- _~00(1 ~!OV~!!:.1~~_~Pl-'!,~,!~.I_ .___._ __._____________ .------ .i;_~'!.!c~.:..II:'_~c!Y...~_'____~~_':~I~I_..__..____._.._._________
.._-,-~-- W o~~!!'~_l!!~~_~!~1:a.~!.:..~iJ)!~I_~~!_i!.'I:i~~~!~~. ____ Gael NIlIIl-ulT within :i'
----- ___~____.,_...........___~. ..~4.'".__.......~._.______..._..
COMMENTS:___
MISC. API'UANCES AI'I'ROV.ED:___
WATER BEATER
Manufacturcl"s ,pecificaLiollll on site Loc;.ation, ac.c.clO8, lIupporl
Cleacan~ w combWlobks Venting: deal':uac.e to combustibles
Vent siung & lIuppon1C01mea.iOl~ Vent lc:rmiruujon
Coml>uIliLiOlI air CIUITUlt:}'= liner andJ€>!~te flues u required
Gas llhut-off within 3' Pilot c:kvatcd olf fIooc iJll!.iLI'~e
Gale: valve o~ w~I walc::l' IlUl)l'ly Relief vlIlve: duinc:d lO outside
v .________
,... to fl:alvani:z.cd. connccriOl1ll UniOlllli 011 water pipes
Seismic strap
COMMENTS:
WATER HEATER APPROVED:
ALL WORK UMJElt THIS PERMIT APPROVED:
o
-------
c,.~,.....".,...,. ~t: ')
To's ADD-RESS-
Safeway 938
OWNER
Al-tenbura Plba.
CONTRACTOR
e PERMIT
CITY OF BREMERTON BUILDING DEPARTMENT
PHONE: 478-5281
...
N -Callow' 98310
MAIL ADDRESS
1462 B Dawn Road N.E.
MAIL ADDRESS
ZIP
PHONE
479-4664
PHONE
LICENSE NO_
Class of work: D NEW
D ADDITION
:G:J ALTERATION
D REPAIR
0 ,MECHANICAL Ii] PLUMBING
CHIMNEY (No fee information only) INSPECTION: Groundwork Gas Test
Masonary Lines Unlined Wasted Vents Water
Factory Mfg Type B Type L Htg. Ruffin Chimney
Location: Internal Outside Wall Stove or Insert Refrig_
No. Type of Equipment Fee No. Type of Fixture or Item Fee
STOVES Gas~ Oil~ Wood~ WATER CLOSET (TOILET)
FIREPLACE INSERT BATHTUB
FURNACE Gas (Nat.~ LPG.~) Oil~ LAVATORY (WASH BASIN)
Wood add on ~ Other~ Electric~ SHOWER
BTU KITCHEN SINK & DISP_
Type: Up flow~ Down flow~ DISHWASHER
Horizontal~ Wall~ LAUNDRY TRAY
CONVERSION BURNER: Gas~(Nat.~ LP~) CLOTHES WASHER
Under 1 OO,OOO~ Over 1 OO.OOO~ WATER HEATER 3 50
Oil~ URINAL
UNIT HEATERS BTU~ Gas~ Elec. ~ DRINKING FOUNTAIN
BOILER Gas~ Oil~ Electric~ FLOOR - SINK OR DRAIN :3 50
Other~ HP~ SLOP SINK
GAS SYSTEM Max_ 5 outlet Total~ WATER PIPING & TREATING EQUIP. 3 50'
EVAPORATION COOLERS Roof~ Wall~ WASTE INTERCEPTER (Grease)
BTU~ VACUUM BREAKERS & BACKFLOW DEVICE
AC UNIT Electric~ Gas Elec. Combo LAWN SPRINKLER SYSTEM
BTU~._ SWIMMING POOL - Private Public
HEAT PUMP Single Package_ SpliL- GROUNDWORK ~ ,\~
Add on~ BTU Ton~ SUMP
MIXING OR REHEAT BOX CFM_ BTU_ ALTERATION " 00
AIR HANDLING UNIT CFM~ BTU~ POST & BEAM ~ \"\
FANS Exhaus~ Supply~ Bath~
RANGE HOOD Residential~ Comm.~ PERMIT $ l:\ r;o
CLOTHES DRYER Res.~ Comm.~ TOTAL $ ?1 00
Incinerator NOTICE
ALTERATION TO DUCT SYSTEM THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHOR-
Heating/Cooling~ Exhaus~ IZED IS NOT COMMENCED WITHIN 120 DAYS. OR IF CONSTRUCTION OR WORK IS
TANKS Oil~ Gas~ Propane w/OK SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER
from Fire Dept.~ Gallons~ WORK IS COMMENCED.
REFRIGERATION UNIT I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND
KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND
ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHE-
PERMIT $ THER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRE-
TOTAL FEE $ SUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY
OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION DR THE PERFDR.
MANCE OF CONSTRUCTION_
. > ; . :'~~ I~
. r _ J ; __.--, _I A ;
'"1' [ l. r::A- t t:t - (.J..:::_ ,,--__
SIGNA TURE OF CONTRACTOR OR AUTHORIZED AGENT
11/14/84
~
(SEE OTHER SIDE)
SIGNATURE OF OWNER (IF OWNER BUILDER)
"-"~>a;1
RECEIPT NO. -1 5.:{ ~ t"" PERMIT NO.
,'00
l '\j .-
(DA
2454
FINAL APPROVAL
(White-ORIGI NAL, Yellow-I NSPECTOR, Pink-APPLICANT)
e PERMIT
e
Storo 362
JOB ADDRESS
Safeway 938 N Callow 98310
OWNER MAIL ADDRESS
CITY OF BREMERTON BUILDING DEPARTMENT
PHONE: 478-5281
ZIP
PHONE
Altenburg Plbg.
CONTRACTOR
1462 B Dawn Road N.E.
MAIL ADDRESS
479-4664
PHONE
LICENSE NO.
Class of work: 0 NEW
o ADDITION
Xl ALTERATION
o REPAIR
D MECHANICAL Gl PLUMBING
-
CHIMNEY (No fee information only) INSPECTION: Groundwork Gas Test
Masonary Lines Unlined Wasted Vents Water
Factory Mfg Type B Type L Htg. Ruffin Chimney
Location: Internal Outside Wall Stove or Insert Refrig.
No. Type of Equipment Fee No. Type of Fixture or Item Fee
STOVES Gas_ Oil_ Wood_ WATER CLOSET (TOILET)
FIREPLACE INSERT BATHTUB
FURNACE Gas (Nat._ LPG. _) Oil_ LAVATORY (WASH BASIN)
Wood add on _ Other_ Electric_ SHOWER
BTU KITCHEN SINK & DISP.
Type: Up flow_ Down flow_ DISHWASHER
Horizontal_ Wall_ LAUNDRY TRAY
CONVERSION BURNER: Gas_(Nat._ LP_l CLOTHES WASHER
Under 100,000_ Over 100,000_ WATER HEATER 3 50
Oil_ URINAL
UNIT HEATERS BTU_ Gas_ Elec._ DRINKING FOUNTAIN
BOILER Gas_ Oil_ Electric_ FLOOR - SINK OR DRAIN 1 r;n
Other_ HP_ SLOP SINK
GAS SYSTEM Max. 5 outlet Total_ WATER PIPING & TREATING EQUIP. 1 r;n
EVAPORATION COOLERS Roof_ Wall_ WASTE INTERCEPTER (Grease)
BTU_ VACUUM BREAKERS & BACKFLOW DEVICE
AC UNIT Electric_ Gas Elec. Combo LAWN SPRINKLER SYSTEM
BTU_ SWIMMING POOL - Private Public
HEAT PUMP Single Package_ SpliL- GROUNDWORK
Add on_ BTU Ton_ SUMP
MIXING OR REHEAT BOX CFM_ BTU_ ALTERATION ~ ()()
AIR HANDLING UNIT CFM_ BTU_ POST & BEAM
FANS ExhausL-- Supply_ Bath_
RANGE HOOD Residential_ Comm._ PERMIT $ ~ ~()
CLOTHES DRYER Res._ Comm._ TOTAL $ ?1 ()()
Incinerator NOTICE
ALTERATION TO DUCT SYSTEM THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHOR-
Heating/Cooling_ ExhausL-- IZED IS NOT COMMENCED WITHIN 120 DAYS, OR IF CONSTRUCTION OR WORK IS
TANKS Oil_ Gas_ Propane w/OK SUSPENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER
from Fire Dept._ Gallons_ WORK IS COMMENCED.
REFRIGERATION UNIT I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND
KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND
ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLIED WITH WHE-
PERMIT $ THER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRE-
TOTAL FEE $ SUME TO GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY
OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFOR-
MANCE OF CONSTRUCTION.
~ ~ ()
. - ~~-f./-t,2 ! -L.. ~~&-----...
11/14/84
SIGNA TURE OF CONTRACTOR OR AUTHORIZED AGENT
(DA TE)
FINAL APPROVAL
(SEE OTHER SIDE)
SIGNA TURE OF OWNER (IF OWNER BUILDER)
RECEI PT NO. 133q ~ PERMIT NO. N ~
(DA TE)
2454
(White-ORIGINAL, Yellow-INSPECTOR, Pink-APPLICANT)
e
e
NC2
41433
'")
J;' .....'
/.
Fee $_____ - - - - - -::2/ ;:~;~-~,? ~.~~ - - - - - __m_ - - - - -. -- - - - - - - - -... - - - - - --
CITY OF BREMERTON
BUILDI~G PERM IT
BUILDING DEPARTMENT
R"dpt No. ........~!$'2~<.......................V
F. E. IRISH, Building Inspector . ESsex 3.1411, Ext. 36
Owner's Value I Bldg. Dept. Value I DESCRIPTION:
$ _:';. ~:; ,:. !'.: Lot Block Additions
Address on Job ..~~;?::{~m{:~~~:'('(:':-~':"-~m- __._:.m_...m.__m_...__.___.___h_m_____.m___h.h. Date ..m..f!..::..~~:!.::._Z_~L.m.m.___
Building ____.m_.__.m X .__m__.hm__ and .____mm__m stories m____.______h__.._m basement. Lot __..___m__.m x .mnh__h____
Front Yard .___m________......... Rear Yard .m.m.h.m__m.m Side Yard .__.____m...______.__. Garage .__.____...__.n.m_______.h
g~:~ra~~~ .~~: ::.;~ ~ :~: :':: :~~:~~~:::::::: ~~: :::::: :~;~;:::::;~ :~:_:: ::.: :.:: :::::::: ::. A~i'd.;~~~. :..............:..................._::. ~~~~.:::::::: ::::: .Ph~.~~. ................ ::..............
Contractor __.m mm.m:~. __m__ __m.__m__m .m. m __h __h. _" n' ____ Address __ __m.__ _.__ ____ __.____ __ m__m __. _____. Phone .m. mhm.m
This permit is issued for:
,. .'.". !....:.~.,-.. .'.".., .-.. .".' .','.' .'...... _...... ..; "<......:. ~ .". .-.,'..-...,.,.:..........,.. - .;"..... ' -, ...
, .. ... r .. _,~;.':::.-_;.::_!:.:~;;.;._____ _______________.___._______________._______________________________________________.____
~ ;1
All work to conform to all applicable building ordinances and amendments. Please note the following
special instructions and requirements.
DETACH HERE AND POST THIS SECTION ON JOB
INSPECTION - Reinforcing steel must be inspected after placing and before covering. FORMS shall be inspected
and approved before pouring. AU plumbing, wiring and the frame of all buildings must be inspected and appro,ved
before covering. Wood preservative to be used on all wood against masonry. Ventilate foundation and attic. Sepa-
rate permits requ'ired for plumbing, wiring and heating. See City Engineer before working on streets or sidewalks.
---------------------------------------------------------------------------------------- -----------------------.---------------.-------------------------------------------.---.
,-
-------------------------------------------.----------------------------------------------------------------------4-.:.:.::-------------------,~-------;:;;-::.;-:------------------------
Owner' s Signa~~e.,~.::;:.::~~::- /~;:.~:..~,;:~ -. ,'. :-:!~~~~L:"~7.:::;~""~, By .._._.. .<::;~.;':r:~r~ ,.:l?-~~1.:/..~.._ ..~:~::~:f;?:;.::.:!'~~;.~~7.-- _._.
J ,,I \ His Authorized Agent
!_,< . . ._ /J Y.,',. ~1. . : /'
Bmldmg Inspector .~~~ :,. _.J..,,_,.. .~;~~:;'.'-:'!. _.... .'_ .... .... ..._ .__. ..... ." .... .... _... ..........
B j} ,{
~ OF Y . -- --. --' n-!~ .((,',__. __.u.__ __.__ __' __ __ __ h __ __ __ __ __ .h____. __. __.__u__ ..__ __. _ .u..
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Nt] 41558
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J.'f/t//I-L
/1" Owner's Value
I' '1'1};o
$ / V
Fee $mhh'h'h.,.,.f'(~:__'?'hmmm__hm__mm____mmm____. Receipt No. m ____.e? __;2. ./;?".<:Z__.2.m.__mm ./"
BUILDING PERM IT
CITY OF BREMERTON BUILDING DEPARTMENT
F. E. IRISH, Building Inspector . ESsex 3-1411, Ext. 36
, Bldg. Dept.
ValUej DESCRIPTION:
Lot Block
Additions
Address on Job h mn r~L~~~n.. __ ".;~_')"'_ n _a~:.,:;~,,~': 6.2~'~:::... n.nn.. n.m. n .n_.n. ..n n n. Date nnl..'I.:.'1._--::.2:<2..._n_.m. .... __..n
Building .mnn.n..m x nnmmm... and m.mm..m. stories .nm.m._m.n.._m basement. Lot ____.m.mh.. X m.m.m.m.
Front Yard .m.mnmn.n..n__ Rear Yard _m.m.m..n..nm. Side Yard .nm..n__.mmnn. Garage mm....n..n.m.mhnn
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This permit is issued fo!,: . . .
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- - - - - - - -- - - - - - - - - - - - - - - - ~ - - -. - - - - - - -~ - - -. ~ - - - - - - - - _.- - - -- - -. - - - - - - - -- - - -- - - --. - - - - - - - - - ~ - - - - - - -.- - - - - - - -. - - --- - - - - - - - ~ - - - - - - - - - -- - - ~ - - - - - - - -. - - -- - -. - - - --- - - -- - ~:~.~-=:::: ~~:::. ::.:~"- -.
All work to conform to all applicable building ordinances and amendments. Please note the following
special instructions and requirements.
DETACH HERE AND POST THIS SECTION ON JOB
INSPECTION - Reinforcing steel must be inspected after placing and before covering. FORMS shall be inspected
and approved before pouring. All plumbing, wiring and the frame o,f ail buildings must be inspected and approved
before co'vering. Wood preservative to be used on all wood against masonry. Ventilate fo'undation and attic. Sepa-
rate permits requ'ired for plumbing, wiring and heating. See City Engineer before working on streets or sidewalks.
-------------- ---- ---------------. --- ._-------. .-------------~._--_.--- ----------- ------ ---- --- ------- ---- --- --------- ----------------------- ------.------ ------------ ----------
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Owner' s Signature. n ... __m. n n nm n n.. n m_n __ n n n __..m m. m. J.. . I?,YG';<;''':', :':,.!-::-?.?:.42. ~.-.. ..;0,'-:J~'-:t.--#:-~. _.__ n__ n n... __ __.___
". / "/' His Authorized Agent
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Building Inspector ....... ..... .5:i.'?1"': ~':. ,.. ~.~}~.::1d':_.~t,_.~_:......... ._... .__........._ .... n.__../~
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Receipt N o:-:"::."'-'..m'...-'...,.......__:-:__.o......moom...__.___
BUILDING PERM IT
CITY Of BREMERTON BUILDING DEPARTMENT
F. E. IRISH, Building Inspector . ESsex 3.1411, Ext. 36
v
Owner's Value
I Bldg. Dept.
,
Value I' DESCRIPTION:
Lot Block Additions
Address on Job .. ~:. ~;.:.: .:.~.E.~: .'Z~.... (~: ~~~:; :':. :::.':~'.:'~: :'./.................................. 00........... Date . ;~i~::. :'.. _~~. .:2-'_. ~:_. ,? /. 00.......
Building u._..mu.__u x m...___..m.. and .m_mmoooo. stories .mm___.m__..mm basement. Lot __.muu__.m x ..u.umuu__
Front Y ar~ huhUUh.m.m___. Rear Yard .m.uuu.m__.u.... Side Yard uu.um.__um__.m Garage .mu__.umu__..__u.m..
Occu pan~~ ... .-'.............. -........:: ~ .'.' ~....::........... __. _.............._..00. _....00.......... _' _.......... Zon e .....00..................00.. 00...........
Owne n~':: ~:'..~:: .C.. ~:~: ~~.!:!-: ::" ~:. ::~! :'. ~': :'..:'1.. ~:~ ;~':.......... _.............. Ad dress .......00......00......00.............. __... Phone .................
Contractor ".:00-- 00.00 0000 --:_.__ m.m.mu____.__ 00 m ___ __..___. no u.m 00 Address ..mu.u. ..00 m..m m. __0000'.. ___ _moo Phone . 0000 0000 '_m. 00
This permit is issued for:
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$ !~tllf)f)0
All work to: conform t,o all ap'plicable building ordinances and amendments. Please note the following
special instructions and requirements.
DETACH HERE AND POST THIS SECTION ON JOB
INSPECTION - Reinforcing steel must be inspected after placing and before covering. FORMS shall be inspected
and approved before pouring. All plumbing, wiring and the frame o,f all buildings must be inspected and approved
before covering. Wood preservative to be used on all wood against masonry. Ventilate fo'undation and attic. Sepa-
rate permits required for plumbing, wiring and heating. See City Engineer before working on streets or sidewalks.
---.---.----------------------.--.------------.------.-----------------------------.----------------------------------------------------------------------------------------...--
- - - -- - - -- - - - - - - - - - - - - - - - - - - - - - - ~ ~ -. --. - ~ - ~ - ~. ~ - ~ ~ - ~ - ~ ~. -- ~ - ~ - ~ ~ -- - - ~- - ~ -- - ~ -- ~ - - - - - - -. - - - - - - - - - -- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- ~ - - - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ -- - - -- - --
- - - - - - - - - - ~ - ~ - ~ - ~ - ~ ~- ~ - ~ - -. -- - ~ -- ~ - ~ ~ - -. ~ - ~ -- ~. -- ~ ~ ~ - ~ - ~ ~ - ~ - ~- - ~- ~ ~ ~ - ~ - ~ - ~ - ~ -- - ~. - ~ ~- - ~ - - - ~ ~ ~ ~ - ~ - - ~ - ~ - - ~. - ~ ~- ~ - ~ ~ - ~ -- - ~ -- - ~ -- ~ ~ ~ ~ - ~ -- ~ - ~ - - - ~ - ~ ~ -- - ~ - ~ - - ~- ~ - ~ - ~
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~ - - - - - - ~ - - - - - - - - - - - - - - - ~ - - - ~ - ~ - - - ~ - -- - - - - - - - - - - ~ - ~ - - - - - - - - - - ~ - - -- - ~ ~ ~ - - ~- ~ ~ -- - - -- - - -- - - - - - - - - ~ - - - - - ~ - - - - - - - -- - - - - - - - - - - ~ - - - -- - - - - ~ - - - - - - - - - - - - - - - - - - - - - - - - - - - - - ~ - - - - - - - - - - - - - - --
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:::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::::: :::::::::::::::::;.: :~~:; :~::: ~:: :::~:: :.:'~::::~: :.-;::::: ~.:;S~:):::::: ~:::::::::::::::::.
Owner's Signatt;re':. ...;:~::: ~:'!:~:-:::, .!'.=:,:".~. .':,:,:';::!':.\-.;. .l.J::..."... ..-. _.. By(:~~:.,t~:~,,:}?~;;;:/I-~). ~ _ /~~ =-!:'&d&.~:,:,~,.,. ... .... '_'
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Building Inspector .. n n. _.. .~-/.. n. .':( .~_.. no.:,::'?:'L L!',~. .::.. ____. on__. .uon __ __ n 00 __00 no ____ n
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BUILDING PLANS ROUTING SLIP
Name
~~-<-/7
Type of Construction
NEW
REMODEL
ADDITION ~-
ALTEMTION
Address 93>7
/U. CLL'-6~()
Phone
Date Received /- J..:i - 7/
Building Dept. Approval
Date Permit Issued
TRAFFIC
f~ DEPT.
Date Received I!: 9-
Date Approved ,~ J
Comments
I"~ 7/
/B -- 7 /
/ Approved
Initial Jet f
Not approved
Correction
ApiJrOved
Not
Ap-oroved
Correction
Sanita~ Drainage
Storm Drainage
Gas Hains
Underground Utilities
Sidevmlk
Driveway
~
V--
Permit
. d Init.
ReqUJ.re -
i/" ~
~~
ENGINEii;RING DEPT.
,....--
~~~
.~'~r~~a~.. ~~
~C~b~~~
~~~~~~~-~
CL-'~--f Ccr-,..~~.::rO-.-R-~.,f
Initial
Date Heceived
Da.te A~lproved
I/I~h/
,},P-/71
,
ELECTlUCAL DEPT.
Date Received
Date Arrpoved
Approved
Not Approved
Comments
Correction
PLT.JllBlNG DEPT.
Initial
Date Received
Date Approved
Comments
Approved
Not approved
Correction
-=
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Al V
BUILDING ~ERMIT
302
City of Bremerton, Washington
Phone: (20.6) 478-5281
OWNER'S VALUE
BLDG. DEPT. VALUE
PLAN CHECK FEE
$
S-u
-$
--
RECEIPT NO.
DATE
RECEIPT NO.
-
~-U-77
/
PHONE
't~l Dtt
DITION
ADDRESS
o RESIDENCE
o BUSINESS
o NEW
PLANNING I ZONING
FIRE ZONE
-O'f'ZeJ
PHONE
o REMODEL
o REPAIR
THIS PERMIT ISSUED FOR:
12::- Ie -.ar
STORIES
OCCUPANCY'
'p~o \O-\-e ~~J "I\\IJlAIl'\I\A.-.le <;t~
INSPECTIONS REQUIRED: Foundation 0
INSPECTION:
Framing 0
All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume
to give authority to violate or cancel the provisions of any other state or local law regulati ng construction or the performance of construction.
Plumbing 0
Electrical 0
FINAL ~
Wallboard 0
FOR INSPECTORS USE ONLY:
REINSPECTION:
!APPROVED' NOT
TYPE OF INSPECTION DATE TIME APPROVED
FINAL INSPECTION APPROVED BY
COMMENT DATE TIME APPROVED
.
Building Inspector
OWNER'S SIGNATURE
ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE OCCUPYING B
~
BY
BUILDING DEPT.
I
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1008
~Al
BUILDING ~ERMIT
OWNER'S VALUE
BLDG. DEPT. VALUE
PLAN CHECK FEE
RECEIPT NO.
PERMIT FEE
RECEIPT NO.
City of Bremerton, Washington
Phone: (206) 478-5281
DATE
$ 10,000.
$ 27.04
44914
$ 52.00
44914
5-8-78
SITE ADDRESS I LOCATION 9.38 Callow
OWNER'S NAME Safeway Stores Inc.
Bremerton
ADDRESS 1121 124th Ave N.E. Be11evue
PHONE
CONTRACTOR
Same
STATE CONTRACTOR'S L1C. #
ADDRESS
o RESIDENCE
XJ BUSINESS
o NEW
o REPAIR
PHONE
IX] REMODEL
o ADDITION
PLANNING I ZONING.
FIRE ZONE
STORIES
OCCUPANCY'
THIS PERMIT ISSUED FOR:
Remodel meat dent in grocery stnre
ls per drawings ~1d local codes
E1A~t1"i~Rl,pllln1b;ne: ~nn rI1A~nRni~::ll t.o nA OJ' I'lA~~'Y'~t.A flA'Y'ndt.S.
All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume
to give authority to violate or cancel the provisions of any other state or local law regulating construction orthe performance of construction.
INSPECTIONS REQUIRED: Foundation 0
INSPECTION:
Framing DI
Plumbing or
Electrical Dc
Wallboard or
FiNAL IX]
\
FOR INSPECTORS USE ONLY:
REINSPECTION:
PPROVEo' NOT
TYPE OF INSPECTION DATE TIME APPROVED
COMMENT
DATE
TIME
APPROVED
FI NAL I NSPECTION APPROVED BY
Building Inspector
ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE OCCUPYING BUILDING
OWNER'S SIGNATURE
BY
~
BUILDING DEPT.
\
\
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'e
.
\
N~
45123
\
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Fee $000....................000....___..................___...._________.... ReceIpt No. ...............___.....;___.___.....................___....
BUILDING PERMIT
CITY OF BREMERTON BUILDING DEPARTMENT
F. E. IRISH, Building Inspector . ESsex 3-1411, Ext. 36
J ..0-
~..-_...-
Owner's Value
I Bldg. Dept.
Value DESCRIPTION: -~' r.
o '-<'. ' ,ga..--t.-
1
Lot Block .
~v /C2-<-.o<--!.a~
Additions
$ /3.,,000
Add ress on Job .. .CZ.s..J:... _ _ _'7-':0. -'_.. r:?ad=-I!E!-,~?.o_<:!._... _..__ __ __ m. _ _.. _ _.... __ _ _ __ _ _. _ _ _. _ _ __ _ _ __ __. Date . _~..t" -::/,?_ ':"_, ?'~L.. _ _._ _ __ _ _.00..
Building 00__.___.__._00. x __m____m__u and ____m__m.__. stories .____m____m__uum basement. Lot .m____m___u x m.m__mm.
Front Yard m_u____mu.m_h__ Rear Yard 00__00______00__.__.__00 Side Yard .__.m_m___u_m_m Garage ______mmU______.m.mu
OCCUPANCY PERMIT REQ'UIRED BEFORE OCCUPYING BUILDING Zone ___._om__________m____Umm________
Owner ~~~~:':______~L.!____________________.._______. Address 00_.00__.____._.__.00....._00..__00_____00__ Phone ._____._00._.____
~ 0 ~-
Contractor .~.Q.?";-t.:__!__.____u.._...__.._.___._____ ____ _.__ ._.._ __.... Address .h_____h________.__..u.. _..__..._..___.._ Phone .________..__.___
This permit is issued for:
...4'...rA_,d~:4.. ~-Z 0 L/_././'h_:z--~.Y/ .-d-./ ...A./~./. ..L!!.'1A-.M~.,.L/L --4!/dA.....A/'
. 'j/ - -- -- -.. - _. _. - __}_ ___ __ __ 00...00. __00. __ 00", 0000.__ __. _...u.. _.. 00...00 _ __ 00.__ __ u. __ -p___ _. __.. u _ _u __.. -,__ _;--. _ __. _ _ _ _ _ __ __ __ _ _ __ __ _. _ _;;;- .___ _ _.. _____ _ __. 00_ __' _ __
All work to conform to all applicable building ordinances and amendments. Please note the following
sl)ecial instructions and requirements.
DETACH HERE AND POST THIS SECTION ON JOB
INSPECTION - Reinforcing steel must be inspected after placing and before covering. FORMS shall be inspected
and approved before pouring. All plumbing, wiring and the frame of all buildings must be inspected and approved
before covering. Wood preservative to be used on all wood against masonry. Ventilate foundation and attic. Sepa-
rate permits required for plumbing, wiring and heating. See City Engineer before working on sheets or sidewalks.
-',
---------------------------------------------------------------.-------....-..-..-..----..---. ---------------------------------------------------------------------.-.----------------
'.
. . - - - - - -- - - - - - - -- -- - - - - - - --.- - - - - - - - - - - -; Y - - - - - - - - - - - - -- -. - - - - -- - - -- - - -- - - -- - - - -- - --- - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -- - - -- - - - - -;;,.-" - - - - - - :;;,;-=-~t..: - - - - - -- - - -- -- - - - ---- - -- - ---- --
Owner's signatur~/;;I4(/-!?"'"-~(IS--~"-n~-~m-- By -n@~I/'(r,~ft;1!!:A~::;d-~m--nnnnm
__ 0' Building Inspec;; :::_::=::~~:::::::::::::::::::::::::::::::_::::::::::~
) "
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e
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R}~.3 I r~~~'I ~}~
C:O~.JT? ?J~T(.YR.:
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-
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PROlIE: ",,;f /i6 -, 7t:>~S - 6, .y /.0 - G.a..e/ t:h-J.<~
---LL.d--,~?~.~ .....e,.,.-z:.
-;r ,- : r '
DATS E:C EIV1-~D : ..:5' ~ 7 - '7.$-
-....~~~....".,
-------~~-----~----~~----------------------~-------~--------~-------------------
P'~ld~n- r.na~t~~-~. - '
::1.,,"_ ";':,~'E, ..~:j "- ",-~~'" i",r:_7.~_.._ t....l!.,
w~ Y'" l'e'Tl'''1''+'~'''r-.' .~. '.
....J... ...~ .~ '- o::t_ v.' ...,' .I. \J f "
, '-
D2.t~ PerIni t issL~cr..-!:
!\poroved
)->.nproved
-------------~-------I~~--- --~-----------------------------------------------
. I. ( //
Traffic Deo<.lrt.rr-ent: n,('h-~/ !c~J'0roved Not approved
., .I " ,__
Cc:r:r;ents:
F11gineerirlg I!epa.rt~(:-rlt:
l~ODY"ove:j ~1 at ~J.~)'Jro\led Cor'{"'~cticrl Pe-?~mi t r:::::q~~"ircd
, ...
Sanitary'Drainaf~
StOJ"'1TI "Dr~1.inagt~
7~
G~Ei I<~~in~
/;P C-r;:J -:-----
Thl~ergfound Utilities
Sid"''..l<i,lk
DJ.tc:
-1-'- '"' ~ + l' :;- -J' :- 7.4.:. ~ 77'7~'
,l.1..J.. 'J ~(. _. I' ..)
Cor'ln~.erlts :
El~;c. tricr~l De'partnJent:
l..ppro'"!;ec
~~Gt p~ppro\.red
COrrI(~ents ~
----~---~-~-~---~-~---~---~-----~--~~~---------~--~--~----~----------~------~-~
Plunbing Departn~ent:
t\pprovred
rJ ot ~:T)pl"'o'ved
C O~Y:r.if:nts :
--------------------------------~--------------_._--~.-----~-----------.._~------~
l)l,~.nn.i!}_F Departrr~ent:
'1""'-"!tU F' 7<5
~"'- ~~ :.. ~", v . .
'r,", J" . t.~
... ...__..1 _ or,-....J_. ,_. "
" ."." --
CO!f"anelYts:
This proposal has been determinedto have a non-
significant adverse impact upon the environment.
An EIS is not required under ROW 43.210.030(2)(c)
This decision is reached after review of all infor-
mation on file concerning this matter.
::::::::::::-:~-::::::-~:::~~----::::::~:--_..:;----:::-::::::~:----------
0::-"::,e:_",, I~~ r-"
C cI;r;.~!1t;l':. I
APPLICATION FOR .
.. BUILDING PERMIT '
CITY _BREMERTON :: BUILDING DEPARTMENT
PHONE: 479-5281
10 /i')Q/')' 52 ~ r 27 04- 71 04- "
VALUE $...~~ .~. PERMIT FEE $.. ...... PLAN CHEwK $... ..... RE~EIPT. . .....~.
OWNER S~~W~Y.~~~f0.l~~l?-P-ADDREssIJ~:{lfI-.T~ AY~.N:~..f?~Yl)~ .. PHONE .4-~$:: ~.4-:7.q .~.
" ,
VerilY
.-.- -
CONTRACTOR.. ~....................................... STATE LIC. it................
ADDR E S 5 . . . '" . . . . . . . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . . . . . . .. PHON E .--.. . . . . . . . . . . . ... .
ADDRESS/LOCATION OF JOB. .Q;3.e. ~!;..L;L;QW. .5( .r3R~M~f?1QN). ~\~I\~ji..................
PLANNING ZO~It~G..B::3..... FRONT............ REAR............ SIDE.......~".......
OCCUPANCY. .0......... FIRE ZONE... J........ TYPE OF CONSTRUCTION~,O.t--J~~ ~l.(l:(..... ,
A~ALIC'ATION ISSUED .!OR: €~M.QQ~. f\!1~t<<.OJ2pr .I~. .GRQCJ?RY. ~WR~. . .. ... . .
.'1 hf$.c.. . a.-. Me? · . B. .17:0 J ?Z-~. .. .. (Z. . . . . . .. . . . . . . . . . . . . . . . . . . . . .. . . . '~-:'/S~7i
SIGNATUR~ APPLIcA1&~n&~'~,. .at?~@6ATE:z-:tJ.-:7g. RECEI'(ED BY_.d'~....
. :r:\r:-\'='1'~O"- ~',e.~~Vit'T'
PLANNING COt.1MENTS/REVIEWED BY..I....... ~ N~V'~ ~ ~(~es
'/16 J nGr--ecoL,<j-e.- C-~ '~cJ") 4reCL,
~c.,<--,...--G..- ~-,=- ~ J$<\I'Ih "t-t~,,~
,AJ-@({ <
ENGINEERING COMMENTS/REVIEWED By..........
FIRE DEPT. COMMENTS/REVIEWED By......:...
-HEA.L.T H-
~~~ DEPT. COMMENTS/REVIEWED By..........
6? Ii
~~- ~
~S-:J- ~7g ~
BUILDING DEPT. COMMENTS: '
PLUMBING REVIEWED By..........
El.ECTRICAL REVIEWED By..........
y _ /_(}O ~#
BI)ILDING REVIEWED B~';'Y.vD..
~y
~ ....~J.~.~j
\
,\ED BY COMMISSIONER OF PUBLIC WORKS
\ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
f1 v(J1PJ~&
~1~-~~
OAT E. . . . . . . . . . . . . . . . . . . .
~
BUILDING ')ERMIT
fN!
1392
AI
City of Bremerton, Washington
Phone: (206) 478-5281
/
RECEIPT NO.
OWNER'S VALUE
BLDG. DEPT. VALUE
PLAN CHECK FEE
RECEIPT NO.
PERMIT FEE
DATE
OWNER'S NAME
e,
$/d" CJO
7' -.;2 - 7?
ADDRESS
PHONE
CONTRACTOR
STATE CONTRACTOR'S L1C. #
ADDRESS
RESIDENCE
o BUSINESS
o NEW
REPAIR
PHONE
o REMODEL
o ADDITION
PLANNING I ZONING
FIRE ZONE
STORIES
OCCUPANCY
THIS PERMIT ISSUED FOR:
~~~~
All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume
to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction.
INSPECTIONS REQUIRED: Foundation 0
INSPECTION:
Framing 0
Plumbing 0
Electrical 0
Wallboard 0
FINAL
FOR INSPECTORS USE ONLY:
REINSPECTION:
APPROVED' NOT
TYPE OF INSPECTION DATE TIME APPROVED
COMMENT
DATE
TIME
APPROVED
FINAL INSPECTION APPROVED BY
Building Inspector
ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFORE OCCUPYING BUILDING
OWNER'S SIGN'TUR~L ~ -m, ~~ .
~nt
q- , A~
BUILDING DEP; . .-
,BUILDING .ERMIT
.N~
I
I
1752
I
AI
City of Bremerton, Washington
Phone: (206) 478-5281
OWNER'S VALUE BLDG. DEPT. VALUE PLAN CHECK FEE RECEIPT NO. PERMIT FEE ~C7~~ 91 DATE
$ 'l~d(JO $ /'7~ ~.s- tJ 7 tJ:3.s- $ cf{ '/5'. tJ 0 3-a-4j-/7
SITE ADDRESS/LOCATION 9.3? '"ILo.. CL~
OWNER'S NAME$~~ ~ ADDRESS
CONTRACTOR
ADDRESS
o RESIDENCE
BUSINESS
o NEW
PLANNING / ZONING
FIRE ZONE
~..
v/
STATE CONTRACTOR'S L1C. #
I
I PHONE
I
I
I
I
I
OCCUPANCY
PHONE
o REPAIR
REMODEL
ADDITION
STORIES
0~
~~.
I
I
THIS PERMIT ISS. UED FO~:
.~~ 0//1 ~
/
All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a pkrmit does not presume
to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of constructiori.
INSPECTIONS REQUIRED: Foundation Framing Plumbing Electrical Wallboard I
INSPECTION:
eA-/~~~ .
~p~~~
I
I
FOR INSPECTORS USE ONLY: REINSPECTION: I
!APPROVED' NOT
TYPE OF INSPECTION DATE TIME APPROVED
FINAL INSPECTION APPROVED BY
I
COMMENT DATE TIME APPROVED
I
I
I
I
I
I
I
I
I
I
I
I
I
I
Building Inspector
ISSUANCE OF OCCUPANCY CERTIFIC . TE REQUIRED BEFORE OCCUPYING BUILDING
~ Ii a-'~
OWNER'S SIGNATURE _ . ~ ^. . /" ~~
BUILDING DEPT.
. APPllCA liON
CITY OF BREitlRTON BUILDING IcPARTMENT
C:...?~;c"<1a......) ,PERMIT FEE $..rf?7$.~ LAN CHE s...17!..?!::.. (f'7d3~;~...)
.~~:>R~SS/LOCATIOr~ OF .I0~... .;(t.......... ~'..3.J:... ~~'h""""" ~ :'... ....^./J.PJlJ. :;.:;. ............. ....,. . .'... ...
;APPLICATION ISSUED FOR. ..("'./~:' ......,....r7..<......~....~~~......................
I
f
PLANNING ZONING...,........ FIRE ZONE............ OCCUPANCy............ TYPE OF CONSTRUCTION................
OWNER.... .~~~. ;.~.. .....; ............. CONTRACTOR.............:..................................
ADDRESS...............................;/..... "0' ............ ADDRESS '
Y, 7 .. . . . ; . . . . . . . . . . . . . . . . . . . . . .. . . . . . . . . . . . . . . '" . . . . .
PHONE . ~ . . . . . . . . . . . . ~ . . . . . . . .::r ~.-' . ~ - . . . /..1. . . . .A4(:fQ V' . PHONE. . . . . . . . . . . . . . S TATE LI C. ..........................
"DN"U", A;'''<ANT;.G.~~ DATE.a?~.cf!;:..7'l..... '''''VED ~&.,......
ACCEPTANCE OF ~ICATION DOES NOT INSURE ISSUANCE OF BLDG. PERMIT.
.'''Nj(j"'~~z~i~~~~;::~~
'7 ~. '"
ENGINEERING COMMENTS/REVIEWED ~~~,. V;'2.. '8' ~ ~tZ<L 30~-1 ~L ,.
~ ttfA fA. .n C~~0~ ~ ,
..,...0
c. ", -' . ~ V . <--
~/\l-~.
SEPARATE PERMIT REQUIRED F~R WORK.)N RIGHT-OF-WAY, EXCAVATION, PAVING, SIDEWALKS,SANITARY t STORM SEWER.
FlRE DEPT. COMMENTS/REVIEWED BY..;:-.Z-p{/ _ ~'~__<< Sr--"':-.i...6-r~-'- ~' ~ ~ C~
~b Sl...44 ~ d~ t'L ~ ~ .d~ .ti.d:',-,,",-el~.. ~.. ,
.
.TRAFFIC DEPT. COHl".ENT"S/REVI EWED By..........
6J1(' ~~ ~ ---(- 7/
PLUMBING REVIEWED By.......... V 'V\'ifo "C'M 1<.-" of
fibS ~J Jv1ec~ . +v G.:;i d.<2.s dl"'~l '''' -J-,:. U 'f' c. /}f'p. D;J~~ .
,
.- '1 SEPARATE PERMITS REQUIRED FOR PLUMBING AND MEC"lANICAL HORK.
ELECTRICAL REVIEWED BYt((ft{j... d -1'- lC;
\
/
~ I'" SEPARATE PERMIT REQUIRED FOR ELECTRICAL WORK.
BUILDING \,A, fJ{!:/'
REV I EWED V. r".<", . \JB(. ~~ozJ ~
'~~ -
. -
. .
~d~,,,?A-<Pf )
~I
CITY OF BREMERTON
.
...
/
e
D February 16, 1979
ate _._ _. __ _. __..__ __ _____. _ _____u..._ _ _______ _ _. _..__ ___. _ __ _____.. __ ____. _ __ __.
. Inter-office Communication
T Building Department
o _, _ . . _ - - __ . . . _ _ _ . __ __ - .. __ - u _ . _.. _ . __ _ __ _. .. _ . _ __ _ __ _ _ __ _ __ _ __ __ __ _. _ _ _ _ __ u . __ _ __ . _ _ _.
From m _....~ ~~~. _ ~~~~y._. ___. ___m_ __ ___ __....__u__ _ .m__ ..._ _ _____ _. _ _.___
Subject __ ___~~~.~~_P.>:~_uP.>:J?J?~_~~~~ _ _. __m __ __m.... _____.. _ __ _ u.. __ _ _ _.... ... __ _. __ ____ _ _. _ _ _ _ _ _ m_ ___ _ _ _. _ _ ___ _ _. _ _.... __. _ _.. _ __ _ ___ _ _ __ _ _ __ _ _ __ _ ___ _ _ u __u_ _. ____
Water Department not affected by improvement.
CYvN\
e
.
..
INS P E C T ION S,
-,
Inspections Required For Stated Construction
BUILDING DEPARTMENT
o FOUNDATION
o POST & BE~
o FRAMING
~ELECTRICAL
~PLUMBING
~;~lciL
o INSULATION
o SHEET ROCK OR' COVER
o FINAL
ENGINEERING DEPARTMENT
[]FORM INSPECTION FOR CURB GUTTER AND/OR SIDEWALK
[] FINAL INSPECTION FOR CURB GUTTER AND/OR SIDEWALK
[]CONNECTION TO CITY STORM OR SANITARY SEWER MAIN LINES
[] PIPE INSTALLATION PRIOR TO COVERING
FTREDEPARTMENT
o LIFE SAFETY 0 FIRE CODE
~ FIRE EXTINGUISHING SYSTEM ~SPRINKLING SYSTEM
o REMOVAL & INSTALLATION OF UNDERGROUND TANK THAT WILL CONTAIN
FLAMMABLE MATERIALS
Allow 24 hour prior notice for all inspections. Emergencieswill
be handled as soon as possible. If, required inspections are not
called for and made by the necessary City Departments, a Stop Work
Order will be posted until necessary inspection is completed. Any
materials hindering the inspection will be removed so an adequate
inspection can be performed.
All completed structures will have'a Certificate of Occupancy BEFORE
the structure is occupied. Ifa structure is occupied without a
Certificate of Occupancy, the City will have the water utilities
removed and order the structure vacated until compliance is achieved.
I have read and understand all the above that pertain
Construction at _ q:3 6 No~4L.LO u.J
(address)
SIGNATURE /" J- C:{ ~~ .. DATE
TITLE ~~.,J. '. t)/FL~'
to the
.>hr/7f
/ I (
.,'
e
e
.'
PER M ITS
)
/~
Indicate below what, requirements, permits are required for this project.
PLANNING DEPARTMENT
o SHORELINE
D VARIANCE
o ENVI RONMENTAL
o ENVIRONMENTAL
o REZONE
o SHORT PLAT
[] SPECIAL USE PERMIT
[] CHANGE OF S ITEPLAN
IMPACT ASSESSMENT
-;tit ~ -:te.z.v.ae.", ..y; ~ /'/.
IMPACT STATEMENT
BUILDING DEPARTMENT
, )(BUILDING
DMECHANICAL
o HOUSE MOVING
'Jif' ELECTRI CAL
o GRADING
'~,PLUMBING
-0
o
DEMOLITION
SIGN
ENGI~EERING DEPARTMENT
DSIDEWALK CONSTRUCTION ,,0 ,STORM SEWERS 0 DRIVEWAY
o CURB & GUTTER CONST., 0 SANITARY SEWER, CONSTRUCTION
- '
[]STORM -DETENTION REQUIRED
[]INSURANCE AGREEMENT' FOR RIGHT-OF-WAY WORK'
HEALTH DEPARTMENT
o SEPTIC TANK
o FOOD SERVICE
BUILDING ~RMIT
6135 AI
I fIN!
City of Bremerton, Washington
Phone: (206) 478-5281
OWNER'S VALUE BLDG. DEPT. VALUE PLAN CHECK FEE RECEIPT NO. PERMIT FEE RECEIPT NO. DATE
$ 32512 $ 134.23 73375 $206.50 73375 11/7/84
SITEADDRESS/LOCATION 938 Callow (Safeway store # 362
OWNER'S NAME Northwpstprn Mllrlli'll "~~SS 7 /.0 F.. Wisconsin Ave . Milwk . WS PHONE
CONTRACTOR Pacific Rainier Roofinq 11$<rATE CONTRACTOR'S L1C.# 223-01-PA-CI-FR-R248LC
o RESIDENCE []: BUSINESS
o OTHER 0 NEW
ex REPAIR
o REMODEL
PHONE 367-2S2S
o ADDITION 0 DEMOLISH
o FENCE 0 SIGNS
OCCUPANCY
ADDRESS 10735 Stonp Avp. N Spi'ltt.1p, WA gR1 ~~
PLANNING I ZONING
STORIES
Reroof on Safeway store
1-3735-023~028-0006
2 3735 023001-0007
3-373S-0/.1-012-0004
THIS PERMIT ISSUED FOR:
TYPE M BUILDINGS NOT TO BE USED FOR HUMAN OCCUPANCY
All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume
to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction.
INSPECTIONS REQUIRED: Foundation 0
Framing 0
Plumbing 0
Electrical 0
Wallboard 0
FINAL 0
SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING, MECHANICAL AND ELECTRICAL.
FOR INSPECTORS USE ONLY:
REINSPECTlON:
NOT
TYPE OF INSPECTION DATE TIME APPROVED APPROVED
COMMENT
DATE
TIME
APPROVED
FINAL INSPECTION APPROVED BY
Building Inspector
ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFOR
OWNER'S SIGNATURE
BY
Authorized Agent
BUILDING DEPT.
BUILDING. ~RMIT
~!
6135 AI
City of Bremerton, Washington
Phone: (206) 478-5281
OWNER'S VALUE BLDG. DEPT. VALUE PLAN CHECK FEE RECEIPT NO. PERMIT FEE RECEIPT NO. DATE
$ ~2512 $ 134.23 73375 $206.50 73375 11/2/84
SITE ADDRESS I LOCATION 938 Callow (Safewaystore # 362
OWNER'S NAME Northwestern Mutual 1RPfless 720 F..Wisconsin Ave. ~1ihvkoWSPHONE
CONTRACTOR Pacific Rainier Roofinq IlSO\TE CONTRACTOR'S L1C.# 223-01-PA-CI-FR-R248LC
ADDRESS 10735 Stone Ave. N Seattle, WA 98133
o RESIDENCE []: BUSINESS
o OTHER 0 NEW
ex REPAIR
o REMODEL
PHONE 367-2525
o ADDITION 0 DEMOLISH
o FENCE 0 SIGNS
OCCUPANCY
PLANNING I ZONING
STORIES
Reroof on Safeway store
1-3755-023-028-0006
2-3135-023001-0007
3-3735-023-012-0003
THIS PERMIT ISSUED FOR:
TYPE M BUILDINGS NOT TO BE USED FOR HUMAN OCCUPANCY
All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume
to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction.
INSPECTIONS REQUIRED: Foundation 0
Framing 0
Plumbing 0
Electrical 0
Wallboard 0
FINAL 0
SEPARATE PERMITS ARE REQUIRED (WHERE APPLICABLE) FOR PLUMBING, MECHANICAL AND ELECTRICAL.
FOR INSPECTORS USE ONLY:
REINSPECTION:
NOT
TYPE OF INSPECTION DATE TIME APPROVED APPROVED
COMMENT
DATE
TIME
APPROVED
FINAL INSPECTION APPROVED BY
ISSUANCE OF OCCUPANCY CERTIFICATE REQUIRED BEFOR
Building IMpector
OWNER'S SIGNATURE
BY
Authorized Agent
BUILDING DEPT.
1[_: JJ i~_ r,.{o'i' ~\4"i_:j III ~1r u.'~'lIJ e.J B _ n If - :'8 I I U U'-.B
U" ~ H ~Wlnl;a ru u.. D "" r\ . "
CITY OF.E~/1ERTO[\J BU'LDlr'~G DEPf\RTrV1ENr-;
PH Oi\J E: 478-5281
~I!E#- 3~
di
JOB ADDi1LS::
ii~7.
? 3!J ~M/@J________~~3JO
MAIL ADDRESS
ZIP
CO~;", Ju I~ /f'62ESS~ iJlfi'J~ P.j.,{}, € ';;'~~q/'6rL
Class of work: 6' NEVV 0 ADDITION ~ALTER,inION 0 REPA.IR
[J MECHANICAL
~ PLUMBING
PHOfiE
LICENSE NO.
INSPECTION: Groundwork ____ Gas Test ___
Wasted Vents ',vater
Htg. Ruffin Chimney
i Stove or Insert Refrig
CHIMNE'( (No fee information oniy)
i\l!asonary Lines ____"______ ll;)lined __
Factory Mfg Type 9 Type L
Location: Internal .____ ____m_____.OutsiJe Wall
No.
Type of Equipm9nt
Fee
STOVES Gas__ Oil_ Wood
FiREPLACE INSERT
FURNACE Gas (NaL___ LPG. _) Oi!_
WOl,d add 011 ___ Other.__ Electric_
--
BTU
Type: Up f!ow_ D0wn flow_
HoriZGfltal___._ Wall.__
CONVERSION BURNER: Gas__!Nat..___ LP_)
Under 100,000_ Over 100.000_
Oil_
UNIT HEI1.TERS 8TU____ Gas___ Elec.__
BO"IlER Gas___ Oil.__ Electric___
Othc;r.__._ HP___
GAS SYSTEM iv1ax. 5 outlet Total_
EVAPORATION COOLERS Fioof_ Wiill_
BTU___
-l
-1
f"C UNIT Eie:trlc__ Gas Elec. Combo
3TU__
HEAT PUMP Single P:lckage_. Split...
Add on__ 8TU Ton__
i\il1X1NG OR f1EHEAT BOX CFrvl_ BTU._
AIR HA(ljDlING UNIT CFM_ BTU_
FANS Exhuust__ Supply__ Bath_
R!~NGE HOOD Resid'ilntial_ Comm....____
CLOTHES DRYER Ras.__ Comm
Incinerator
ALTERATION TO DUCT SYSTEM
Heding/Cooling._ ExhauSL-
TANKS Oi!__ Gas__ Propane wlOK
frOf:; Fire Dc'pt._ Ga!!ons__
REFRIGERATiON UNIT
PERMIT S
TOTALFEES
!NAl APPRO\!p.l
(SEE OTHER SIDE)
RECEIPT j'JO.
ty"Jf,i\<;-ORIGINAL, Ye!low-INSPECTOR, Pink.APPLlCANT)
PERMIT N(
No.
Typ" of Fix:ure or Item
WATER CLOSET (TOilET)
BATHTUB
LAVATORY (Wo,SH BASIN)
SHOWER
KITCHEN Slr~K & DISP.
DISHWASHER
LCl.UNDRY TRAY
CLOTHES WASHER
\!VATER HEATER -
UfilNAL
DRINKING FOUNTAIN
FLOOR - SINK OR DRAiN
SLOP SINK
WATER PIPING & TfiEATING EQUiP.-
'NASH INTERCEPTER (Grease)
VACUUM BREAKERS & 8ACKFI.O\N DEVICE
LCl.\/v'N SPRINKLER SYSTEM
SWIMMI~iG POOL - P:;vate Public
GROUNDWORK
SUMP
ALTERATION
POST & B EArv1
SIGNA JURE Or: CONTPACTOR OR AJTflORIZED AGe.;!
SIGNA TURE OF Ov\!,vEFI iif OWNER BUiLDfCpJ
Faa
I-
NOTICE
THIS PERMIT BECOMES NULL MH:: VOiD IF WORK OR CONSTRUCTiON AUTHOf\.
IZED is NOT COMMENCED WITHiN 120 DAYS. OR IF CONSTRUCTION OR WORK IS -
SUSPENDED OR ABANDONED FOR A PERiOD OF 120 DAYS AT ANY TIME AFTER
WORK is COMMENCED.
! HEREBY CERTIFY THAT I HAVE READ AND EXAMINED TH!S APPLICATION AT.m
KNOW THE SAME TO BE TRUE ,lI,ND CORRECT. ALL PROVISIONS OF L<\WS AND
ORDINANCES GOVERNiNG THIS TYPE OF WORK WILL BE COMPLIED WITH WHE-
THER SPECiFIED HEREIN OR NOT. THE GR!l.NTING OF A PERMIT DOES NOT PRE-
SUME TO GIVE AUTHORITY TO VIOLATE OR C.tl,NCEL THE PROVISIONS OF ANY
OTHER STATE OR LOCA.L LA.W REGUlATlr,G CONSTRl'CTION OR niE PERFOR-
MANCE OF CONSTHUCTiON.
PERMIT $
TOTAL $
I
~ J I
~
bfl I
~J5aJ
I JOO]
iDA TE)
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r~ESID[NCE ~ BUSINESS
[J DEMOliSH
[.I SiGNS
PLANNiNG I ZONING
NEW ~ REPtdR
[] REMODEL[] i\DDITION
STORIES
OCCUPi,NCY
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Ail provisions of la\ys ai1(j ()rdilianc(~s govt~rninG this lype of work wii! be cornpJJen1 with whetf1(3r ~).p!~cifi'3d hHrc:n or not. TrH= gr.1ntin.g of ci pormil does not presumE:
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INSPECTIONS
Founc!ation []
FINAL. [J
FrfHT\ing [] , PlrulTIbing [~]
Eiectric:al []
Wallboard [J
SEPAR.A.TE PERMITS .A.RE REQUmED (VJHEr~E APPUCAfJlEj FOF-1 PLUMBING, MECHi'\NiC.AL AND ELECTRICAL.
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FOR INSPECTORS USE ONLY:
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HEINSPECTION:
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FlN/\L !NSPECTIO~~ APPFiOVED BY ______
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BEl/ding Inspector
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iSSUANCE OF OCCUPANCY CERTiFICATE. REQUIRED BEFORE OCCUPYING BUiLmNG
OWNER'S SiGr~,c..TUm;
BY
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/wt!lorf;wd Agent
BUILDING DEPT.
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