HomeMy WebLinkAboutARSENAL WAY, 3517
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BREMERTON PERMIT CENTER
2864t h St reet~ B'remerton II tiJA 98337
Phone:: (360) 478-5275 FAX:: (360) 478...,5278
BUILDING PERMIT
{iPP], J. Gi:1 nt: 'I",IANSDN S I GNCOMPANY
P ,(J" BOX 4280 i3RFMFRTON WA 98~H t:~
Perm:! t No:
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1.0/30/1996
~ Job Addrl 3517 ARSENAL WAY
L.oca t; ion: as 1.7 AI~SE:NAL.I."IA Y
Pf:H'Cf;~ 1 No:: 222401:;:'",037"",2004
ILLUMINATED SIGN (RHINO lININGS)
Owm~Y': CAMBEI.."Lr1Ar~l<
3517 ARSENAL WAY BREMERTON WA 98312
Contrr'icttrr: HANSON SIGN COMPANY
P "0, BOX 42t.:lO f:3REMFRT'ON WA 91:131 ~::
Lie #= HANSOIM221Jl Exp= 12/17/96
subcontY'=
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Valw:rt jon ')I: Pl:.rl"mIt F(~(%j~ :.:i9,.40 "!"o'tl:ll Ci:lJ.culatedFe!!,?= HY7..51.
~~ ~400 ,,00 .1* Plan Chf,~ck j:::'eeH/,;:: 38 ,,61. Addfd()nalFf,~~~H ..OQ _,..,...1....
* Othelf r:'(M!.-H,1!i; . 11...~jO Total Pen"m1t,Fef.'~~ n)7.~)J
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rmitshallbecome null and void if the building or work authorized by this permitH, notcommenceifwithin
days from the'date .or such permit, or if thisbul1dingor work authorized by such Rermit is susPended or
abandoned. at any Hme after the work is c:ommenced fora period of 180 days, '
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NonCE"' It Is theresponsibiUtyof the permit holder, not the City of Bremerton orBuHdingOfftelaItosee!
toJt that required inspect fonsare made, The permi tholder must not i fythe Bul1ding Off 1 oJal 'when ready. for
inspections. Failure of the permit holder to notify the Building OfficiaTor required inspections>maY1"es~lt
Intheetclppage or the work untilsuchtime that the permit holder. can substantiate to the blJHdfJ'l90ff1clal,
that the .concealedwork meetsoy'exceed({coderequ1rements . Any demol it ion, test 1ng, or financialbur.denshalI
be.borne dlrectlybythepermit holder, . Failure to substantiate code n'Jquirements will indemnify thelCity
against any and all responsibility or liability connected with the construction.. "
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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 speci.fied herein
. 0..1 ..not,.. The.....g..rant.i~.i9/...".OJ a.. pe..~r..lt..., dQ.~s not pres.um..~ to .give. auth.Ori.ty to vIolate.. or cancel thep\"ovisionsof
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I certify that I am ~emPtf'rom the requirementl3 of theetatecontr.ac:torls r~gi!!ltraHon lath u!'\d~\"
Section SI-Chapter 126, laws of 1967, .
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BREMERTON PE~MrT CENTER
286 4th Street, Bremerton,. /.JA 98337
Phone:: . (360) 478-5275 FAX:: (360) 478-5278
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,Job f\;dd'f'r::lf:H:~:: :::1151]... r11:~SENAL... ~Jf.lIY
Location: 9517 ARSENAL WAY
AssrAcctNo= 2224012-087~2004
Building Permit No: 96-025~
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INS PEe T ION 5
Item: OlaOO EL~CTRfCAL
Item~ 02700 FINAL
Capt: ST OF WA Division:
Dept: SLDG Division:
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t:JL,:Dl:f::C:tty of H'(~~~mt:lrtCln Bu:i.ld:I.Jl\;;! I:)f!.~Pi:frtment 4'7H.,..,t:i~;~'75
PL;ANNJ:Nt:~~ CJt;YCif f.3n:,~mf~lrt;cm Pli!iTm:l.n{J Df!.~pt:'ir.tm(f.Hlt 47fJ....,S27S
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FIRE: City of eYemerton Fire Marshal IS Office 478~5aBO
ENG= City of Bremerton Ern;ineering Department 478-5270
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, ,ST OF ~~: . State of WADept~ of labor & Inck~Bttie8 . 478-4921. . .1
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App If6ant:: HAN!::;t;:JN S IEiN COMPANY
OWT'H!.H":; .CAMBEI.J,.. Mfil:~K
Cont r ;:~ct cJr":: HANSON !;:i I (;~N COMPANY
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Des' ._o~-'es /. PO BOX4280 ! P ! ^ 'RA 0
~ '1533SHOREWOODDR HONE (360) 373-6015 S lES. N YHANSON
o , , ^' , M , N , , BREMERTON,WA,98312" ,FAX(360)373-5842 DESIGN: TORRIWALTER
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e'l'6 THIS SIGN DESiGN ISTHE PROPERTY OF HANSON SIGNS INC.'" is NOTTO BE REPRODUCED INANVWAVWlTHOUT PERMISSION OR TRANSFER BVSALE '
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. SPRAYED ON TRUCK BEDLINERS
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BREMERTONP~RMrT CENTER
.2864th Street" Bremerton,. f4lA . 9833.7
Phone: (360) 478....5275 FAX: (360) 478~5278
BUILDING PERMIT
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,JobAddr ~~~'il '1 ARSENAL WAY
L or.:at :Lon :3517AHSENAL. 'WAY
Pi:U" eel NQ 2;:;~~~4() l2'""()~F'<W()4
Permit N()~
status:
Applied:
ISBued~
Expt re~3:
96-"O;?S::1
Pf::NDING
()4/;::~~;l/ 1996
Appl:i.cr.'H1tl !':'IANSClN SHiN COMPANY .
P ,0" EmX 4:::~80 rjf~E.MEfrrON WA ,ItEl3 1;:~
Owm~r: CAMBEL.l.. MARf(
~~~:) 17 ARSENAL ,WAY Bf<EMERTON WA r)B81 ;:~
Cont r1:ict.())" l !.;.jANSClN S:r 13N COMPANY
P ,0" BOX 4;2130 13F~E:MERTON WA 98812
Ltc #l HANSOI*221Jl Exp: 12/17/96
Subeontr:
j)esc: ILL.UMINATEDSIGN (RHINO LJNINGS)
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V,duliit ton * P~!lrm:i. t Fee~~: S9..40 Total C:alculr.1.ted Felt:':: l07.51.
:?,40(l,OO * Plan Chi~ckFef~$: ::38.6:1. AddIticmr..d Fe.e~~: ,.00
. .' ' * . Other!" Fee:!l;tl 9,,~)O 'fatal Permit Fer~~1(l7 ,,51
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This perrnitshalLbecorne null and voidi f the building or work authorized by this permit ia not commenced within
1ao daysfro/ll the date ofaucn permit, or if this building or .work authorized by such permit is suspend~d or
abandoned at any time after the work is commenced for a period of laOdays.
"NOTICE ~' It is t.he responsibility of the permit holder, not the City of Bremertonoi Building offtcial.to see
toft that required inspections are made. The permit holder must notify the Building Official when ready for
-inspections. . Fal.lure of the permit holder to notify the BuildingOfficfal or required inspections may result
in the stqppage of the wor~ unttlsuch time that the permitc,holder can substantiate to thebuOding officfal
that the concealed work meets or exceeds code requirements. Any demolition, testing; orfinancfalburdenshal1 .
be borne directly by the permHholder. Failure to substantiate code requirements will indemnify the City>
against any and all responsibility or liability connected withtheconstruct1on.
i hereby certIfy that 1 have read and examined this permit and know the same tobetrueand con eeL All
provisiCnisof laws. and ordinances9overning this type of work will becompiied withwnether specifierLherein
or not. The granting of a permit does not presume to give authority to violate or cancel the provisions Qf
any other l3t~teor local law regulating construction or the performance of construction.
Signature; ., ' " ,',
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Date:
Icertify that Iall1exempt from the requirements'of the state contractor's registration law, under
SectionS, Chapter 126, laws of 1967.
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Pf~rmJt;Cf.:H.ltforr..'..m,Approvl:~d By: , '.
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1 AHSI~rNI~L ~!fW BI<FMI:lffON WA 98312
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1 booOlile null and void if the building 01" ~lork atltht)Y'hed by this perma not comrflef\ced within
180 frt)lll the date of mlc!1penflit ~ ()i this buHdl,flSl or workewthcfrht'ld by ~uch prml'lit iSl1lusperu::led (I'(
r~baf!r.lonei:L~t 1!HWti.!fI~ il!fter thewirrk igco1Yllliern::~ed for a pe'dtx! of lS0r!ays,
WOtWE"' It the reSPQrlsibiHtyof th~~ permIt holdEH' ~oot. the of l3re'lllerton or auHding $fl'a
it that required ifJ~peictions are mi:1Oe, The f)FJ,'mlt tll:lldl}:f' fflUit notify the BlJildint;;! Official ~Jj;-!t!'fn flilad'l for
lnepettions. Fat (jf the p~rmit holder to nnt ify thef.luilding Offi(;ialof required \t.nsP8Ctiofis mal!, 1"I1:sult
in $t~ge of the work Uflt B wen time that the permit: hC.lld$r can eub$tant1at{~ to ,the buildi ng official
that tNil cllr1ceaied work meetsf)'l ~jlWt~dt! codtl reql.drelll\!'.:nh, A:fI;f d''\!'lIOHtli;'1n,te:t!t1ng,iw flnancial burden
clln'lct by p~;n/lit h()lder, Fa! to eubshilt1ate n~ilJii;;;eli1ent$ wU 1 irldemrd fy the Cf~y
agaimilt any lImd~lll re&'PClm~jbiHty or li.abil COI'lflocf:ed wl.th tht:i (1t~natructit)n. '
I lift-yeti)' certify that I rei~d and examined thia permit grid know thill €JaM t(J true and tii:lnect. All
proviahma of and l;lydltlanef!:$ g.{~~rrd,n~1 this of work will bf,'i cClmpl:ied wi,tl1 \'lhether gpi!lcifiad here!,!)
{;If fll;!l;'- The granUng of a permit dtlf~S not preSUlJIti to givr~ authority hi violate or cfll"ifJel the ~rrovlsion{il of
any other or local laliJ 'fegljl~:ting cOMtrucHon or the performance i:lT COflstfllctlttli.
fy that r Sill E$xalllPtfrom thfi r~qUireMilt~ of the t1t~te et.'IntnetCl\d!1l !(I1;thtrat!i:in l"~1 uf\d~r
, Ch~pter 126, of 1967.
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CITY OF BREl\1ERTON · 239 4th Street · Bremerton, WA 98337
BREMERTON PERMIT CENTER
Apr 25, 1996
HANSON SIGN COMPANY
P.O. BOX 4280
BREMERTON WA
98312
SUBJECT: Application No: 96-0253
site Address: 3517 ARSENAL WAY
We have reviewed your application and find it is complete and ready for
processing and plan review. We estimate a decision will be made
within two to three weeks.
For further information, please contact Valarie Wolf at (360) 478-5275.
uJ~
Valarie Wolf
Building and Development Specialist
· Celebrating 50 Years of Freedom .
~---""""'--'-~""I;""'----~-~~~!---;'}~''''''--~-''-->'''-'''''-----'I'--:''
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BREMER'T'ONPERMX'T (:2;ENTER
286 4th Street, Bremerton, UA 98337
Phone r (360)4:1f51-52:1S FAX:: (360) 478-5279
. BUILDING PE:RMIT
;)ob ifddr ~ 9517 ARSENAL, WAY.
1,.00& t't (JO U ;'15 17 AJ~SFNAL WAY
Pt'ih::;el' N('J:~2~12401~?'"'037-"~?004
App 1 i cant: HAN~~ON $ r f3M' 'CtlMPANY
P.tl,(10X 42S0E~RE:r1r::RT(lN WA ?8ZH2
Pen'mi t NtH 96".02sa
St-atus~ PENnING
(iPpJ f f$ch 04/~!3/1
It:tsued:
Expi n~~3:
Owm~r J CAMaEtt. MARK'
~~517 ARSENAL WAY mUi:MEfnON WA 9a~112
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l ,St.!fjC{)flt V' ':
C(mtra(~tcIY'! HANSOM t~N CI)MI:)ANY
P .0, ~lOX 4280 I3REMtnntlN WA9H~H.2
Lie #u t'IANSOI*t:.:~1Jl 'Exp~ t2/17/96
De~~c; ILUlMlNA'tT:1) SHiN (RHINO UNINf.i~;)
,>,,'-
************,**********'********** ********JiH('************'j.f****** **********.)l1~'~")(>****'Ill****'**'~******
", "\1idttat:lof'l * Permit Fe(i~s:~~9 ,,40 Total Ccllculated Ff!le~ 107.51.
;:; _400.00 'Iii plan Chei:::k F~etl.u~: 3fi.Lell Addi. tiQnt:\ 1 Fee~~: .00 .
, * Other Ff!tt;:lfiH 9 ,SO Tf,lt~l P~ffmH F:'*~e:, 107,!H
*********************~*******,lt********** *****,~*********~,***************************.)f*********
This permit shall beoOlllf null and void 1f 't.M building or work authorized by this permit is not cClflullencoo within
100 dewi from the' date of$uc~permit .01" if this building or work authorized bysuchpenait is suspended or
abandooodat any tim!'aftertheworki,a commenced for ~ period, of 1130 days.
- ,
,.NOTICE ., Itb ,the r~eponsibUityof the permit holder, not the City ofaremertonor Building Official to SH
c;to it that yequiredinspecHona are made. lhe penllitholder muat notify the l3uHdil'1Q Official when ready for
!nspections.f'aHul'$ of the permit holder to notify the l3uHdtng Official of requir:ed inwectionetlftay result
in too stoppsge of thewo-rk until such time that the permit holder tan liluootal'ltiate to the blfildinQofficlal
that the concealed work Jfleetaorexceeda code teqlJlrfifment'$.Anydelllolition, testing, or finarlcialbIJr'Clen sl'k'ill
be borne directly by the permit hCllder. FaHureto Stl~$tantiate code requirements will ll'ldemnifyt.ntctly
against any and ill responsibility or liability connected with the constnJctil)li.
thereby certify that I have read and elilttlTlined this permit indkoow theeame to bltn,le and correct .AIL~
pl"oviaioMof 1&4$ .andordinaneea !;lovernill9 ,this type fJf work will be complied wHo whether SPecified herein
or not ~::T-he graflti~ of a permit does not presume to give authority to violate or carn::el the proV16100$ of
. arlYClth$r .stateo.Y' local law regulating construction or theperforJflanee or construction.
,Da-t e : _.....~"'"'...."'*""'__""'..~,...."""""'><<\l>l"'_lIIiI__L~~-'!'Ol"""'\\\..lII;>\M'___
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1 oertifytbat I am exempt from the re<:tuirelllentEl of the state (,Qtltraetor's registuHofl law.l.mcler
Section ::I.CMPter 12'6. laws of 1967.
***** ***~****************~,*
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iiiijii;i(li_lI.'T'~t1i['t.{{l~_.I[._litilllill;
APPLICANT: DOWNER IRr CONTRACTOR D OTHER:
SITE ADDRESS: 3~/1 (JnSGAJ.f.'- uJAi
OWNER:-11 At.Li< O.4.~f.l EU--
CONTRACTOR: Hanson Siqn Co., Inc.
TAX ACCOUNT NO.~"z.,'L~1 -2. - 03'7 - '400,/
ADDRESS: "5('"l"7 t\lILS~4-~ W4'/
ADDRESS: 1533 Shorewood Dr. Bremerton
CONTRACTOR LICENSE # HANSOI*221J1
EXPIRATION DATE: 12/17 /94
CONTACT PERSON: Randy Hanson
CONTACT' PHONE # 373-6015
D SFR D DUPLEX D MULTI-FAMILY D BUSINESS 0 OTHER:
..~SIGN D DEMO
D NEW D REPAIR
D MOVE BLDG.
D REMODEL
D MOBILE 0 GRADING(yds):
D ADDITION 0 OTHER:
JfPR 2 3 1996
BREMERTON
BUILDING DEPARTMENT
NATURE OF WORK PROPOSED: TA..~u.....
l -
( , '
4 )c 1'7 'S l '"51,... '"'F4 c.c:"
I~ '+1Acs ('o,'~
(/ . <:7':) , , -
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6'J("'~;~ ~'b~.. rrll/;vO L / jlJ//lJbS
SQUARE FOOTAGE: Dwelling:
Garage:
Decks:
-- VALUATION_-
$ i.
0. -:;, CO ~
9M"[)~ U4e tJltbf
rIIlt:;:YJ;;A1~;flWiyjls.w}.FltiUI:11rrl:p~ltttfl.ft;;:tII:Ir::::IttJs.URGaARGE$'t':llmMiIIIx&wmiFEE$
$ $ 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 preventedactio.n from being taken. No application shall be extended more than once. In order to
renew action on an application after expiration, the a plicant shall resubmit plans and pay a new plan review fee.
APPLICANT'S SIGNATURE:
DATE:
CITY OF BREMERTON PERMIT CENTER
Application Revievv
Type of Application: 5'lb IV
Site Location: Q~ll A-fL?bJAL-
Submittal Date: J., -- ~ >
Apptiqnt H 1}J\JSO;V 5>t..,,('1,j C--o
Application # q~../ odS-3
Committee Review Date: 1- ...... ~5
... ';'-"';:"':::::';';.::':::::::;';','::".::::-:
(jN
Building
Zoning
Environmental Y N
YN
YN
YN
Engineering/Streets Y N
YN
YN
YN
EngineeringlUtilities Y N
YN
YN
YN
Fire Y N
YN
YN
YN
Other Y N
YN
YN
YN
Additional
Comments:
PERMIT CENTER Id: ROUT130 Keyword: UACT User: VAL 04/26/96
Activity document routing maintenance. SIGN PERMIT
Permit No: 96-0253 Applicant: HANSON SIGN COMPANY
Status: PENDING Address: 3517 ARSENAL WAY
Route: 1 Current Route Line: 4 of 4
Pac~et units Description station status Received Assigned Complete
BUILD
BUILD
BUILD
BUILD
1
2
BUILDING PLAN CK
BUILDING
LAND USE
BUILDING PLAN CK
STRT-B-VW
BLDG -SE
PLNG -JC
END-B -VW
Approved 04/25/96 04/25/96 04/25/96
Approved 04/25/96 04/25/96 04/25/96
Ap Condo 04/25/96 04/25/96 04/26/96
Approved 04/25/96 04/26/96 04/26/96
F1::::!Help, ESC=Exit current screen.
BREMERTON PERMIT CENTER
286 <4th Street, Bremerton, bJA 98337
Phone: ( 360) 478.,..5275 FAX: (360) 478.,..5278
BUILDING PERMIT
Applicant: HANSON SIGN COMPANY
P.O. BOX 4280 BREMERTON WA 98m~~
Permi t No: 96'..025~3
Status: 'pENDING
Applied: 04/23/1996
Issued:
Expire€l:
'Job Addr: 3517 ARSENAL WAY
Loeat ion: 3517 ARSENAL WAY
Pa~cel No: 2224012-037-2004
Owner: CAMBELL MARK
3517 ARSENAL WAY BREMERTON WA 98312
Cc.mtT'i:setor: HANSON SIGN COMPANY
P.O. BOX 4?80 BREMERTONWA 98~H ~~
Lie 1= HANSOI*221Jl Exp: 12/17/96
Subebntr:
Dese: ILLUMINATED SIGN (RHINO LININGS)
***.**************************,****~.*.**********,*,*,**********************************************
Valuation * Permit Fees: 59.40 Total Calc~lated Fee: 107.51
2,400.00 * Plim Check Fees: 38.61 Add it ionalFees: .00
* Other Fees: 9.fiO Total Permit- FfJS: 107.51
*********************************************************************************************
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 fora 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 required inspections are made. The permit holder must notify., the Building Official when ready for
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 sta~e or local law regulating construction or the performance of construction. '
Signature:___~_~_______________________________~____________
Date:
I certify that I am exempt from the requirements of the state contractor's registration law, under
Sect ion 3,Chapt er 126 , laws of 1967. '
@i~ftetYf@I===================================_==____________
Date:
***************************
Dat e :
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eI RREMERTON IPT
M""""M""""""""""""""""""""""""""""""""""""""""""""""""M"M"M"MNH"
Hl'f Numbt:~\( ~, j() Amount ~ ,,90 Ot:v 1 l~) r.
l:;~i~~)lrrH;(mt held ,I N()t; (id; 1. on: t n t t'~ VI;.)
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Descri ion Amount
E~ILOING PERMIT .40
OF t.,IP, SUH(;!~{~lHt;1f 4 . ~;)O
F~~RMIT 5.00
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BRIIMIIRTON BUILDING DIIPAIlTMIINT
Inspection Report
Soope of work: Illuminated Sign
Address: Ar~enal Way, 3517
OWner: Cambell, Mark
Conti'ador: Hanson SignCol
Pennlt Number: 96-0253
Phone:
Phone:
l.-.pecdon cud/approved. plans on she
Footings: ftlqllin:d. Iud plaoement
Footings: ftlqllired width &: depth
. Beulng.oil (toil. anaIysill if appUQlble)
FOUNDATION
Setbacks
Walls: reqlliredskd plaa:ment
W:aIh: required,ize
Special inspectOl' (when appliable)
COMMENTS:
FOOTINGS APPROVED:
WALlS APPROVED:
FRAMING
Plumbing &: medwtical approved
Floor joists and beams/propel' deannoe ,to earth
Foundation vents
Andwr bola: nuts &: _Len in place
Floor joists: size & span
Notching & drilling: joists & beams. sbids
ExhaUllt fans: where required
Whole house fan. oubideair int21ra each bedroom
Range hood
AD'Valt laminations: windows & property line
Winctow.: meets egress requimMtab
Windows: safety glued ~ requirc!d
Stain: headroom clearance
Ficehlocking: wall to ceiling, furred walls fNU'/ 10'
Fire blocking: tubs/shOWU'S
FiAl blocking: stuffholes top &: bottom plata
WaD bracing
T rUlIH8: specs. bracing
Attic ventilation
Shear nailing
Electrical approved.
Crawl apaClie aCOtlS (min. 18 x 24)
Poeitift c:lOI1OCCtiOl1l poets &: beams
POIItIl properly suppomd
MadsiD: tft!a~ macaial
8eamllgirden: ,ire &: 'Pan
SmoIrae dmaor.: aD ftlquiredlocations
bIaa..t ...... imalaCJed: UIKlOIlCiitioned 'pace
Fans tennhJating directly outside
D~ exhaust vent
Finplaoe comb_don air
Windows: propel' U nlae
Ceiling heights
Stain: rile &: ran; proper width
PiAl blocking: stain, soffits. lowaed ceilings
Fire bloddng: 6ds in void spaoes,shafts
Sheetrock backing
RJten size/notching
Attic acua
--
WaD &: roof ,heathing
Building dried in
COMMENTS:
APPROVED:
ENERGYCODECOMP~CE
Insulation: proper fastening
Bottom p...... cauB.d. to tloon
Electrical boxes gaslrdtd. or c:aulJroitd
COMMENTS:
UNDER FLOOR/FOUNDATION INSUlATION APPROVED:
WAll INSUlATION APPROVED:___
CEILING INSULATION APPROVED:__
,~
MECHANICAL
ort
A lima: dearana: to combustibles
Venti : site & au art
Combustion air
Gas i under test
Gas i: ound min. 12" below de
Gas shutoff within 3' of applian<:e
Gas 0
Woodstoves & firepla<:es: Tight-fitting doors .
Manufact:urer's specs on site,
Chimney: separate flues when required
.....
hearth
COMMENTS:_________________
GAS PIPING APPROVED:
FURNACE APPROVED:
OTHERAPPLIANCFS APPROVED:
COMMENTS:
PLUMBING GROUNDWORK.APPROVED:~________PLUMBING ROUGH-IN APPROVED___
SBEETROCK
uired)
COMMP.NTS:
SHEETROCK APPROVED:
E
FINAL
Plumbing & medwdaJ
Smoke decMon whae required
Fire ratings maincained.
E~ 6ghting when required
Building wcatbertigb.t
Building aclclras polled
COMMENTS:
FlNALAPPROVED:_____,_~~__,=___~____~._.._,~,=^~"..---.,--.
CITY OF BREMERTON
Gateway to the Olympics and Home of the Puget Sound Naval Shipyard
BUILDING, LAND USE
AND
ENVIRONMENTAL SERVICES
Apri1lO, 1996
Hurley, Atkins and Stewart Inc.
1800 Ninth Avenue Suite 1500
Seattle, W A 98101
re: Pennit Bond for KIBO building project, Bremerton, Policy #U2591757
To Whom it May Concern:
Please release the above-referenced bond for the landscaping improvements at the KIBO building, :3~17' Arsenal
.Way Rremerton. The landscaping has been installed ,per the approved landscaping ' plans and meets the
requirements of the Bremerton Zoning Ordinance.
If you have any questions, you may contact the Department of Community Development at (360)478-5275,
Sincerely,
~
cc:file
239 4TH STREET . BREMERTON, WA 98310
,>
Date: April 9, 1996
To: BUILDING DIVISION, JANET LUNCEFORD
From: PLANNING DIVISION, JACK ALLINGHAM
subj: BOND FOR LANDSCAPING AT KIBO BUILDING
-----------------------------------------------------------------
-----------------------------------------------------------------
PLEASE RELEASE THE ATTACHED BOND AS THE LANDSCAPING HAS BEEN
COMPLETED.
205 582 84'34
APR- 5-96 FRI 10:50
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KURLH~ A'l'K.IN5 & 8lEWMIT
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FAX NO. 208+882+8494
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lnsur-mc:e . Bonds · .BenefitS
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UbitCld Padftc ID4b1'ancl\ \.0 :
~:'\:)!~~:\~~\\1'~~I$lt~_1J~.!i},#;\,:,,;~,;~,:~,(:~'~'F;"'l~~W';~~:~::V:~W'~I\i'l\!ild~;~~~~\~;f,:~;;(~'~;'W~'N(;~;~;
-"oii16}96' ~ -02/161~ '..1..._,"" ...-.-, .. ,- - . .. -""" , . . . . .-. .'--'"<,, ..,...-.
Anderson Richardson Company
300 130th Ave N I, Bldg2. 1211
UeUevuo. WA i8005
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~~~~~Sf~;~~*~'~?;;;~f~:i~~~\!:j.:i7;,;;;~~(~bf;:"t~~~.
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69999
02/16/96
$5,000. PiRMIT BOND
$
100.00
Invoice Balanc.r
$
100.00
OFF~$TREET iARKING_PERMIT BONO FOR KISO BLDG. PROJECT
OBLIGES; CITY OF BREMERTON
TIllS IS A CONTINUOTJS, NONCANCI;;tL-ABLE BOND AND CAN ONLY BE
RELEASRD BY WRItTEN ~ETTE~ 'ROM OBLIGEE.
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WE ARE PROUD TO BOND TaB BEST.
~l ::...-:;;:~ir.~i!ftt~1.1:~0%:.);~\li:\~\;~~rt~ir~~~~~;~i;~~;~~9~(!!~:~;r~~::~~~:~I\;!:tt)~~:i:~:.:,::Li:;;:~~;.;~!:.;:Ll:!:;~.;:;;crifm~\~~~~~&~\:~;i:;,
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~ CERTIFICATE OF OCCUPANCY .~
. ~ S'IUG. ~ ~ -to AIR DATA EXPRESS, INC. ~
~ ~ at 3515 Arsenal ~~ay ~~ O)f~ ~
~ ~Utat~~~~~uNdttlze~o/~fJJ~ ~
.~\~~~ ~o/~ ~o/fJJ~~~~ i
~ TYPE TYPE OCCUPANCY
CONSTRUCTION OCCUPANCY LOAD COMMON USE
I~ VN B2 6 Office -'t" i~
~~ 2 Storage ~h
r!&de: g;~/7 _ ;7 ~ .
February 17, 1995 #h~-q ~;/ .4A~
! ~ I!I#C<<dDavid A. Nelson ! .
~ This certificate must be posted and permanently maintained in a conspicuous place. ~
~ Permit No. 16085 ?fj
~~~~~
I .
'.,,,,':-/1';" .
BREMERTON FIRE DEPT.
817 Pacific Avenue
Bremerton, WA 98310
478 - 5380
FIRE MARSHAL'S
OFFICE
478 - 5390
Date
FIRE PREVENTION INSPECTION REPORT
( /'7/7~
Time
...-., .-..
.I "'/{>0'
Name of Business
1/.
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Located at
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Phone
Owner/Manager
Bus. Lie No.
Your attention is called to the following violation (s) of the Uniform Fire Code and/or other applicable State and National
codes. We appreciate your cooperation in correcting these violation (s) on or before the date listed. Failure to correct these
violation (s) will result in such further action as the law requires.
D A reinspection will be made at the end of the specified time.
D Please submit a postcard or letter of compliance when these items are corrected.
D NO DEFICIENCIES FOUND.
D Have your portable fire extinguishers serviced by persons properly trained and qualified. This must be
accomplished on at least an annual basis or when indicated by periodic inspections.
(Section 13.302, Uniform Fire Code)
Correction
Date
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. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
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. . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . .
. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . ~ . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .
Owner/Manager
Inspector
.
Bond No. U259 17 57
ROAD ENGINEER BOND
KNOW ALL MEN BY THESE PRESENTS:
That we,
E. R. ANDERSON COMPANY
as
principal,
and
UNITED PACIFIC INSURANCE COMPANY
a
Corporation
organized
and existing under and by virtue of the laws of State of Washington, and authorized
to transact surety business in the State of Washington, as surety, are held
and firmly bound unto the ~.!.:!:~_2!:_~~~~~~:!:2~, in the penal sum of FIVE THOUSAND
AND NO/100 ($5,000.00) lawful money of the United States of America for the
payment of which, well and truly to be made, we firmly hereby bind ourselves,
our and each of our heirs, executors, administrators and assigns, jointly and
severally by these presents.
The conditions of this obligation are such that the above named principal
has applied to the CITY OF BREMERTON for an occupancy permit requiring the construction
of an off-street parking area and any or all of the following installations
required to complete said parking area:
1. Grading and surfacing of off-street parking area.
2. Construction of curbing.
3. Construction of drainage system.
4. Roadway improvements within the City of Bremerton.
NOW, THEREFORE, if the above named principal shall complete the above requirements
to the satisfaction of the City Road Engineer or his authorized assistant, then
this obligation shall be void, otherwise to remain in full force and effect.
If the principal fails to complete the above requirements, the surety hereby
guarantees their performance.
In the event the above requirements are not complied
with by either the principal or surety, the bond shall be forfeited to City
of Bremerton and the principal hereby grants unto City of Bremerton the right
of entry to this property in order to fulfill these conditions.
SIGNED, sealed and delivered this
16th
day of February
, 1995.
E. R. ANDERSON~OMPANY
B~~~
~4 t.-A "5" ~,I <:"/~ r~
L/ " <:-c:. ?12. ~r; .(J e., -;-
UNITED PACIFIC INSURANCE COMPANY
By:
/?Z~/L-cL t? 41'-~~
pi'
Mary A. Dobbs, Attorney-in-Fact
...
RELIANCE SURETY COMPANY
UNITED PACIFIC INSURANCE COMPANY
RELIANCE INSURANCE COMPANY
RELIANCE NATIONAL INDEMNITY COMPANY
ADMINISTRATIVE OFFICE. PHILADELPHIA, PENNSYLVANIA
POWER OF ATTORNEY
KNOW ALL MEN BY THESE PRESENTS. that RELIANCE SURETY COMPANY is a corporation duly organized under the laws of the State of Del-
aware, and that RELIANCE INSURANCE COMPANY and UNITED PACIFIC INSURANCE COMPANY, are corporations duly organized under the laws
of the Commonwealth of Pennsylvania and that RELIANCE NATIONAL INDEMNITY COMPANY is a corporation duly organized under the laws of
the State of Wisconsin (herein collectively called "the Companies") and that the Companies by virtue of signature and seals do hereby make.
constitute and appoint Mark S. Richardson, Steven W. Palmer, Geraldine C. Stewart, Mary A. Dobbs, of Seattle, Washington their true and lawful
Attorney(s)-in-Fact, to make, execute, seal and deliver for and on their behalf, and as their act and deed any and all bonds and undertakings of
suretyship and to bind the Companies thereby as fully and to the same extent as if such bonds and undertakings and other writings obligatory in
the nature thereof were signed by an Executive Officer of the Companies and sealed and attested by one other of such officers, and hereby ratifies
and confirms all that their said Attorney(s)-in-Fact may do in pursuance hereof.
This Power of Attorney is granted under and by the authority of Article VII of the By-Laws of RELIANCE SURETY COMPANY,
RELIANCE INSURANCE COMPANY, UNITED PACIFIC INSURANCE COMPANY, and RELIANCE NATIONAL INDEMNITY COMPANY which
provisions are now in full force and effect, reading as follows:
ARTICLE VII. EXECUTION OF BONDS AND UNDERTAKINGS
1. The Board of Directors, the President. the Chairman of the Board. any Senior Vice President. "any Vice Presidenr or Assistant Vice President or other officer designated by the Board of
Directors shall have power and authority to la) appoint Attorney(sHn-Fact and to authorize them to execute on behalf of the Company. bonds and undertakJngs. recognizances. contracts of indemnity
and other writings obligatory in the nature thereof. and (b) to remove any such Attorney(s)..jn.Fact at any time and revoke the power and authority given to them.
2. Attorneylsl-in.Fact shall have power and authority, subject to the terms and limitations of the Power of Attorney issued to them, to execute deliver on behalf of the Company, bonds
and undertakings. recognizances, contracts of indemnity and other writings obligatory in the nature thereof, The corporate seal is not necessary for the validity of any bonds and undertakings.
recognizances. contracts of indemnity and other writings obligatory in the neture thereof,
3. Attorney(sHn-Fact shall have power and authority to execute affidavits required to be attached to bonds. recognizances, contracts of indemnity or other conditional or obligatory
undertakings and they shall also have power and authority to certify the financial statement of the Company and to copies of the By-Laws of the Company or any article or section thereof.
This Power of Attorney is signed and sealed by facsimile under and by authority of the following resolution adopted by the Executive and Finance Committees of the Boards of Directors of Reliance
Insurance Company, United Pacific Insurance Company and Reliance National Indemnity Company by Unanimous Consent dated as of February 28. 1994 and by the Executive and Financial
Committee of the Board of Directors of Reliance Surety Company by Unanimous Consent dated as of March 31, 1994,
-Resolved that the signatures of such directors and officers and the seal of the Company may be affixed to any such Power of Attorney or any certificates relating thereto by
facsimile. and any such Power of Attorney or certificate bearing such facsimile signatures or facsimile seal shall be valid and binding upon the Company and any such Power so
executed and certified by facsimile signatures and facsimile seal shall be valid and binding upon the Company. in the future with respect to any bond or undertaking to which it is
attached, .
IN WITNESS WHEREOF, the Companies have caused these presents to be signed and their corporate seals to be hereto affixed, this September
26, 1994.
STATE OF Washington
COUNTY OF King
}
} ss.
RELIANCE SURETY COMPANY
RELIANCE INSURANCE COMPANY
UNITED PACIFIC INSURANCE COMPANY
RELIANCE NATIONAL INDEMNITY COMPANY
7~~~
On this, September 26, 1994, before me, Janet Blankley, personally appeared Lawrence W. Carlstrom, who acknowledged himself to be the
Senior Vice President of the Reliance Surety Company. and the Vice President of Reliance Insurance Company, United Pacific Insurance Company,
and Reliance National Indemnity Company and that as such, being authorized to do so, executed the foregoing instrument for the purpose therein
contained by signing the name of the corporation by himself as its duly authorized officer.
,~
In witness whereof. 1 hereunto set my hand and official seal.
''---..
otary Public in and for the State of Washington
~ esiding at Puyallup
I. Robyn Layng, Assistant Secretary of RELIANCE SURETY CO NCE INSURANCE COMPANY, UNITED PACIFIC INSURANCE COM~
ANY, and RELIANCE NA TIONALINDEMNITY COMPANY do hereby I y that the above and foregoing is a true and correct copy of the Power
of Attorney executed by said Companies. which is still in full force and effect.
IN WITNESS WHEREOF, I have hereunto set my hand and affixed the seals of said Companies this ~ day of February
,,-[--''i A
\. ~ /'-
----.
19~,
Assistant Secretary
--'
~ jf/II" ;)
1
2
3
..
5
6
7
8
9
10
11
12
13
14
15
16
17
18
19
20
21
22
23
24
25
26
27
28
29
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31
""
BOND No. U259 16 27
----------------
KIBO BLDG.
LANDSCAPE PERFORMANCE BOND
KNOW ALL MEN BY THESE PRESENTS:
That we, E. R. ANDERSON
COMPANY
as principal, and UNITED PACIFIC INSURANCE
COMPANY
a corporation organized and existing under
and by virtue of laws of the State of Pennsylvania
and authorized
to trans act sure ty bus ines sin the S ta te of Washi ngton as sure ty,
are held and firmly bound unto CITY OF BREMERTON
TWENTY SIX THOUSAND FIVE HUNDRED
in the sum of EIGHTY SEVEN AND 50/100--------- ($ 26,587.50)
lawful money of the United States of America, for the payment of
which, well and truly to be made, we firmly hereby bind ourselves
and our heirs, and executors and administrators and each of our
successors and assigns, jointly and severally, firmly by these
presents.
The conditions of this obligation are such that, the above-
named principal has applied to CITY OF BREMERTON
to grant a building
permit on property described in this application and if it is
granted shall:
Install screening and landscaping as set forth in the
landscape plan attached to Job No. A
copy of the landscape plan is attached hereto and in-
corporated as though it were fully set forth herein.
Said landscape planting shall be planted according to
accepted practice in good soil, irrigated as necessary
and maintained in good condition and guaranteed for a
minimum period of one year after installation.
Trees or other significant vegetation designated to be
retained shall be protected during site work and main-
tained in good condition.
NOW, THEREFORE, if the above-named principal shall complete
the above requirements to the satisfaction of the Manager of the
Building and Land Development Division or his authorized assistan~
then this obligation shall be void, otherwise to remain in full
force and effect.
If the principal fails to complete the above
requirements, the surety hereby guarantees their performance.
Signed, sealed and dated this__~~!~_day of _~~~~~~t____, 19~:__
UNITED PACIFIC INSURANCE COMPANY
(Surety)
E. R. ANDERSON, COMPANY
BY:~~~'
Ma ry A. Do bs" Attorney-w-Fact
s::~ .~
~~f '~r.",.J ..
1/./ <:::-C ~S III tEiJ'T"
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, -...
CITY OF BREMER TON · 239 4th Street · Bremerton, WA 98337
BUILDING, LAND USE
AND
ENVIRONMENTAL SERVICES
November 5, 1996
E. R, Anderson Co,
300- 120th Avenue NE
Bldg #2, Suite 217
Bellevue, W A 98005
ATTN.: Suzanne
re: Performance bonds for KffiO building, 3515 Arsenal Way, Bremerton
Suzanne:
Per our telephone conversation, the Planning and Engineering Departments visited tne KffiO
building site on October 30, 1996 and determined that two street trees shown on the approved
landscape plan have not been installed or have been removed. The enclosed site plan indicates the
location where two additional trees are needed before the bonds can be released.
If you have any questions, you may.contact the Building Department at (360)478-5215.
Sincerely.,
~J-~1~~
Janet K. Lunceford C
Bldg. & Dev, Specialist
cc: IDe
I~~--"'---~----
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. Celebrating 50 Years of Freedom ·
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The land.cape qu.l1tt .sh.l1 _.t or exceed th. controU1n.
..eneT'1I _1nhlU. l.ndsca.,.. requlr...nts tor t:rP4 .. ..\
forth hr its qu1deUnes. It should b. noted that. ,th~
landscape. pl.n shown is an .JIlpprov.d concept. .h~ir'lt: the
.1nbwa pI.nUnc' list. and location. rlnal_ landacapinc
and/or aaaociated irrilatlon sh.dl b. bldd.r-de~l.ned and
ah.I!. be 1nsP'!!ct.ed and appt'oved b" th. Owner" City_when
lnst..l.led _ on the project aUe,
Work shall include. but not nee....rlly b4 11.ited to. the-
tollow1n.- it.ems;
CI.anup and NllIOval ot .11 debr15 1n all plant!o. aroe...
rlnlsh!n. ot prop.r phntltl& .rades. includina Slol1
prep.arat.ion. tert.1l1dn.. plant!n. ot trees. .hcubs. aad'
.round cov<er, and' Includlo., t.QPaotl;" at.-kin.. and
transplantin. ot plants it necessarJ'.
The Land.eape Contractor auat tnclud. a- liat ot sourc..
tor .11 plant .atari.l and specIalty it... t.o b-e. used.
,""en' irrl.lItion 1. uud it .h.U b. COorcUnat.d with' the
lrric:ation Contractor ..- w411 .. ot.her- undercround
constrl.lct.lon. auch .a Il.ctrical and Pluaabina Central..
All land.scapln. wock shall ba done in accordance with ,004
land.cap1n. practIc.. bT tl~. actl..,.. and eXP4'rl>enced it:! t.h.
1.nd5c.~ trade, Th. CQntra.-:tor ..hall auarant.. aa.te~t.l.
tor one ,rowt-h---c7cle, pertQ~lDI ho~l ...lnten.nee untIl
work 1.. .ccepted by Own.,.. and Approylnc q.nc7, and pertorw
cerr'll!Jetl ve ..int-en.nca a. cuarantae. ..J' r.qui re'.
Contractor ahall prepare. ache(hll. at work tor Owner prior
to bot.tnninc work. The Contractor .h.ll ...t with th. Owner
t.o present achedule and r.Y~." alt. ConditIons prior to
cc...ftclnc war.. 1f Landsc.~r flftd. the ....i.tin..
condit.lona t.o be 1n vaclarlc. with t.h. propo..d plea. and
tlork h. ah.-ll notit,. the Owt\-er b.tora pro:c..di~:
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ROUTING SHEET
Project#q</ft;PO g637 Date Received: /'5"- 95"
Application Review date: / ~o / f 5' Pre-submittal meeting date:
Date accepted as complete:
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Date permit application is approved or denied:
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by mail:
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OT1IER PERMITS
REQ'D'!
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Building
Land Use
Engineering
Water
Fire
':1l-_,
CITY OF BREMERTON
II ENGINEERING DIVISION II
Gateway to the Olympics and Home of the Puget Sound Naval Shipyard
MEMORANDUM
SUbj:
Janet Lunceford
Jan stemkOSk~
K.l.B.O. Bldg. (Arsenal between Marion & Loxie Egans)
To:
From:
Date:
March 13, 1992
=================================~==
The site plan proposes using a 20 r easement along the south side of
the property for access. Before this site plan can be approved,
the applicant will have to submit legal documentation of the
easement and approval from Ki tsap County since the easement is
within their jurisdiction.
JS/po
92057
2864TH STREET II BREMERTON, WA 98310 II (206) 478-5270
An Eitual Opportunity Employer
s~',
CITY OF BREMERTON
. DEPARl'MENTOFCOMMUNltY DEVELOPMENT.
G-ateWi!Y ,to the Olympics and Home nf tne Ruget$ound Naval Shipya7'd
, MEM Ol'tA N DU M
February 2S, 1992
'1'0:
Sb.n~JenSQ:Q, Plancbin9 Department
Jan SteInk()ski,En~ineerin9 Department
~-~
<<--~,-~
<--
FROM:
J,anetLunceford,fermi t 'Technician
,80'$3: t>roposed site plan for Schourup Building,
:Property I <Ar,senal Way
Hoskinson
,\
-,
1) on Miles sent mea copy of his revised site planfoit' this project
anJ.tas'ked that, I route to you to See if you had any, additional
aornm.ents 'lor $>~,e,stions.
286 4tHS'fR'EETII ,BREMliJRTON, WA9S31iOi ,II, (206:) 478-5275
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TION RECORD CARD
C IT OF BREMERT0N:BUILDING DEPARTMENT
13842
PERMIT NUMBER
ADDRESS
OWNER
CONTRACTOR
1 I:) 11:) ARSF.NAT, WAY
lULL 5CHOT~TTJ?
SELF
PHONE
PHONE
455-2211 or car 948-9111
"
FOUNDA liON
1. PERMIT ON SITE
2. CHECK PLANS TO PERMIT
3. CHECK SETBACKS
4. PROPERTY STAKES
5. FOOTING WIDTH & DEPTH
6. SOIL BEARING O.K.
~ ~~5 f?
~/y:.., 7~ z.. ., ...- ~ J
7. CHECK FOR FILL
8. REQUIRED STEEL IN PLACE
9. CHECK FIREPLACE FOOTING
10. ANCOR BOLTS
11. FOUNDATION VENTS
12. CRAWLACCESS
COMMENTS: ~ ~ F4 o--L,
wi ~~ ~, J"/I-" 5 "$
~
FOUNDATION INSPECTION
APPROVED BY:
2A
FRAMING
20. FIREBLOCKING
STAIRS
DROP CEILINGS
TUBS OR SHOWERS
ROOF & CEILING LINES
FURRED OUT AREAS
FIREPLACE AT CEILINGS
HOLES PLUGGED TOP & BOlTOM
LID IN VOIDS
21. WINDOWS
MEETS ENERGY CODE CLASS
SAFETY GLAZING
REQUIRED FIRE EXITS
WINDOW SILL HEIGHT
22. CEILING HEIGHTS
23 . SWAY BRACING
24. TRUSSES
PROPERLY INSTALLED
STAMPED
PROPERLY BRACED
25. A lTlC ACCESS
26. RAFTER & JOIST SPAN
27. ROOFING. FLASHING. SHEATHING
2B. SIDING
1. WIRING APPROVED
2.FOUNDATION VENTS
3. SHIELD UNDER POSTS
4. POSITIVE CONNECTIONS
5. SOIL TO WOOD CLEARANCE
6. BEAM SUPPORT
7. TA. MAT. NEXT TO CONC.
B. WASHERS ON ANCHOR BOLTS
9. BEAMS PROPER SIZE
10. FLOOR JOIST SPAN
11. NOTCHING & DRILLING
12. STAIRS
WIDTH
RISE & RUN
WINDERS
LANDINGS
HEADROOM
13. AlTlC VENTILATION (upper & lower)
14. CHIMNEY STRAPS SECURED
15. FIREPLACE COMBUSTION AIR
16. FANS VENTED TO OUTSIDE
17. WATER CLOSET CLEARANCE
1B. SMOKE DETECTOR
19. SHEETROCK BACKING
UNDER STAIRS
ABOVE GARAGE DOOR HANGERS
COMMENTS:
FRAMING INSPECTION
APPROVED BY:
23 INSULA liON
COMMENTS:
1. PROPER R-VALUE
2. VAPOR BARRIER
3. PROPER FASTENING
INSULATION INSPECTION
APPROVED BY:
MECHANICAL
1. PERMIT ISSUED
2. FURNACE LOCATION
3. FURNACE CLEARANCE
4. 'B' VENT SIZING
5. 'B' VENT CLEARANCE
6. 'B" VENT SUPPORT
7. COMBUSTION AIR
8. DUCT SIZING
9. DUCT SUPPORT & JOINTS
10.GAS PIPING TEST
11. GAS PIPE SIZING
12, GAS PIPE SUPPORT
COMMENTS:
~v~
HVAC APPROVED BY:
GAS PIPING APPROVED BY:
WDST
1. WOOD STOVE CLEARANCE
2. CHIMNEY CLEARANCE
3. HEARTH EXTENSION
4. CHIMNEY HEIGHT
,
WDST APPROVED BY:
--
'J PLUMBING
1. PERMIT ISSUED
2. UNDER TEST
3, WATER PIPE SIZING
4. OWV SIZING
6. PROPER SUPPORT
COMMENTS:
6. PROPER FITIINGS
7. REQUIRED CLEANOUTS
8. PROPER GRADE
9. HWf PRES. RELIEF VALVE 8.. LINE
10. SEISMIC STRAP
UNDERGROUND APPROVED
BY:
ROUGH-IN APPROVED
BY:
-
1
3
WALLBOARD
6. FIRE SEPARATION IN GARAGE
7. ATIle ACCESS
8. DRAFT STOP IN A TIIC
9. PROPER CONST. OF FIRE WALLS
10. DROP CEILING & LIGHTING
1. LID OVER SIDES
2. NAILING
3. W/R AT TUB OR SHOWER
4.5/8 UNDER STAIRS
5. FURNACE ENCLOSURE
COMMENTS:
WALLBOARD APPROVED BY:
L~ FINAL
1. HANDRAILS
,~l,LGUABOAAlL.S,
HEIGHT
INTERMEDIATE
3. EXHAUST FANS
4. WATERPROOFING IN SHOWERS
5. DISHWASHER A1RGAP
6. FIRE DOORS
LABLED AS REQUIRED
SELF CLOSING
7. FIRE DAMPERS INSTALLED
8. PENETRATIONS IN FIRE WALLS
9. HOTWATEA TANK PAL
___,_10. oUrSIOE,GBADE-,.. w____,
11. SOIL TO SIDING CLEARANCE
12. SMOKE DETECTORS
13. FIREPLACE HEARTH
14. SAFETY GLAZING
15. INSULATION
WINDOWS MEET ENERGY CODE
UNDERFLOOR & ATIICE INSUL.
WATER PIPE & HEAT DUCTS
16. WOODSTOVE APPROVED
17. WINDOWS & DOORS CAULKED
COMMENTS:
FINAL PLMB. APPR. (comm.)
FINAL MEeH, APPR. (comm.)
FINAL BUILDING APPR.
" ,,' ',r"... ;.;
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C'TVOF:BREMERT'ON:~BUtLDIN~::6EPARTMENT
, ,,,,,,' ;,,",r' ,,,,,.n~"',''':'.>,,\:": :: " ' . <,.,.- ",,-"'"~''''' ,.:' K' -L"--, '>';~., " . . " ,J,,>\; , '", ,-' / ,:~> .," " ^ ,", ,""., ',' . '. "-
478-S21S:""'286,FpURTH STREETi.'fJREMERTON, WA 98310'
,. '. -' ", , ' " ' , ,',;
"-.:J
JINSPEbTION .eiltoRT'... PERMIT N!I:
.1, ", :': ,: . ': " <~' '~'~:: ."- :";' ,'~ " '. ", '" " ,~, , ,_' '~
" ,~ I have thi_dayln$pected this $trll~tur'~ and these pr~mise$ and have foond the following violatiot's
i01 City, Couri,1Y ilnd/or State laws:.governing same:::~ '., ',"..; T ',/ ...,' ,
, f" "'" t; " "
.IApfvo v~t-. j '. .,. ~ :+t-L:.
'1"Slpec-I~X' 0",>~",-~0r:-e.r9-y<f
c":,,,;':s- v'6-~ +t~ct:.'\;: '\'d"",.'i ,'t:", ;, "'i IC
"
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You are hereby notified that no more work shall be ,covered upon these premises until the above
~;N~; Fi;;o~;n Th~OT;~:~Ema~~j~~f3ns~
, ' INSPECTOR FOR BUILDING DEPT.
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^ ',-
.GEOTECH
'CONSULTANTS, INC.
13256 N.E, 20th St (Northup Way), Suite 16
Bellevue, WA 98005
(206) 747.5618
FAX 747-8561 .
KIBO Corporatlon
c/o ESM, I nc .
34004 9th Avenue South,
Federal Way, Washington
Attention: Bob Scholes
June 17, 1992
IN 92244
Building A
98003
Subject: Geotechnical Engineering Study
Proposed Commercial Building
SW Corner of Arsenal Way and Marion Avenue
Kitsap County, Washington
Gentlemen:
We are pleased to present this geotechnical engineering report
for the commerci a 1 bui 1 di ng to be constructed on ,Arsena 1 Way'
in Kitsap County, Washington. The purpose of our work was to
explore site surface and subsurface conditions and to provide
general earthwork recommendations and design criteria for
foundations, retaining walls, and pavements. The work was
authorized by your acceptance of our proposal, P-9794 dated
May 18, 1992.
"
The subsurface conditions of the proposed building site were
explored with five test pits. The explorations generally
encountered 3 to 4 feet of loose weathered soils with organics
overlying medium-dense sands. The sands became dense with
depth. The proposed structure can be 'supported on
conventional foundations bearing on the medium-dense sands.
The on-site sand soils encountered are generally suitable for
use as structura 1 fill.
The attached report contains a discussion of the study and our
recommendations. Please contact us if there are any questions
regarding this report, or if we can be of further assistance
during the design phase of this project.
Respectfully submitted,
GEOTECH CONSULTANTS, INC.
t7Xil f;f.:t ,~
~:s R. flnlty, Jr.;
'principal
P.E.
, ~" ',~ ,', ,'..
--~
1
1:~.~"
~-,~..."
GEOTECHNICAL ENGINEERING STUDY
PROPOSED COMMERCIAL BUILDING
SW CORNER OF ARSENAL WAY AND MARION AVENUE
KITSAP COUNTY, WASHINGTON
This report presents the findings and recommendations of our
geotechnical engineering study for the site of the proposed
commercial building to be constructed on Arsenal Way in Kitsap
County. The general location of the site is illustrated on
the Vi~inity Map, Plate 1. We were provided with a site plan,
developed by Miles Consulting and dated May 1992. Based on
these plans, we anticipate that the building will consist of a
high bay, concrete tilt-up structure with 'a footprint of
approximately 14,000 square feet. The finished floors are to
range from elevation 126 to 130 feet. Paved parking is to be
provided around the structure. Cuts are the order of 16 feet
are planned for along the southeast corner of the site and
fill up to 6 feet in the western portion of the site.
Development of the property is in the planning stage,
therefore, detailed plans were not made available to us. The
plans provided to us located the property boundaries and
proposed building footprint, and provided some site grading
and topographical information.
SITE CONDITIONS
SURFACE
The site is an irregular-shaped parcel covering about 1.25
acres just west of the puget Sound Naval Shipyard in Kitsap
County. Currently undeveloped, the site is vegetated with
scattered evergreen and deciduous trees, and brush with native
grasses in the western portion. The parcel is relatively
level in the western portion of the site. The eastern portion
of the site slopes moderately to steeply down toward the w~st.
The top of this slope runs along the eastern property
boundary. It appears that some cuts have been made into the
slope in the past possibly indicating past borrowing
activities. The surrounding area consists of single-family
residences to the east, south, and west.
SUBSURFACE
The subsurface conditions were explored with five test pits at
the approximate locations shown on the Site Exploration Plan,
Plate 2. The field exploration program was based upon the
proposed construction, site topography and access, subsurface
GEOTECH CONSULTANTS, INC.
I,.i'
" ,~
K I BO corporati{>n
June 17, 1992"'
IN 92244',
Page 2
conditions revealed during excavation, the scope of work
outlined in our proposal, and time and budget constraints.
The test pits were ~xcavated on June 4, 1992 with a rubber-
tired backhoe owned and operated by Evans Brothers Excavating.
A geotechnical engineer from our staff observed the excavation
process, logged the test pits, and obtained representative
samples of the soils encountered. "Grab" samples of selected
subsurface soils were collected from the backhoe bucket. The
Test pit Logs ar~'attached to this report as Plates 3 through
5. -'
In general, the test pits encountered 3 to 4 feet of loose,
weathered sands with organics overlying medium-dense sands.
The sands became dense with depth. Test pit 1 located near
the southeast corner of the proposed building encountered 6
feet of loose, weathered soils overlying the medium-dense
sands.
" .
Test pits 3 and 5 located along the northern and western ends
of the site respectively, encountered medium-dense, silty
sands at a depth of 3 feet. The silty sands became dense with
depth. These silty sands have been glacially consolidated,
and are referred to in this report as glacial till.
The final logs represent our interpretations of the field logs
and laboratory tests. The stratification lines on the logs
represent the approximate boundary between soil types at the
exploration locations. The actual transition between soil
types may be gradual and subsurface conditions may vary
between exploration locations. The relative densities and
moisture descriptions indicated on the test pit logs are
interpretive descriptions based on the conditions observed
during excavation. The logs should be reviewed for specific
subsurface information at the locations tested.
GROUNDWATER
No groundwater seepage was observed 1n our explorations,
however, the test pits were left open only for a short time
period. Therefore, the lack of seepage levels on the logs doe?
not necessarily indicate that groundwater 'will not be
encountered in the proposed excavation. It should be noted
that groundwater levels vary seasonally with rainfall and
GEOTECH CONSULTANTS, INC.
KIBO Corporation
June 17, 1992
JN 92244
Page 3
other factors. We anticipate that groundwater could be found
between the near surface weathered soil and the underJying
denser soils.
CONCLUSIONS AND RECOMMENDATIONS
GENERAL
<, ,
The proposed structure can be supported on conventional
continuous and spread footings bearing on 'the medium-dense
sands or on structural fill placed on the medium-dense sands.
The glacial till soils encountered in Test pits 3 and 5 are
generally silty and therefore moisture sensitive. Moisture
sensitive soils can be difficult to compact. The sand soils
encountered in Test pits 1,2, and 4 are suitable for use as
structural fill or retaining wall backfill.
Based on the site plans provided, we anticipate foundation
cuts of up to 16 feet in the southeastern portion of the site
with a maximum temporary cut slope inclination of 1:1 (H:V).
It does not appear that excavation shoring will be required as
there should be sufficient room between the building and the
property line.
It is recommended that Geotech Consultants, Inc. review the
final plans to verify that site specific geotechnical
engineering considerations are addressed. 'We may recommend
changes in the plans or design criteria, based on geotechnical
considerations that become more evident during the review.
CONVENTIONAL FOUNDATIONS
The proposed structure can be supported on conventional
contin~ous and spread footings bearing on undisturbed, medium-
dense sands encountered underlying the loose weathered soils,
or on structural fill placed above the medium-dense sands.
See the later sub-section entitled GENERAL EARTHWORK AND
STRUCTURAL FILL for recommendations regarding structural fill
placement and compaction beneath structures. Continuous and
individual spread footings should have minimum widths of
sixteen (16) and twenty-four (24) inches, respectively, and
should be bottomed at least eighteen (18) inches below the
lowest adjacent finish ground surface. The footing, subgrade
GEOTECH CONSULTANTS, INC.
KIBO Corporation
June 17, 1992
IN 92244
Page 4
must be cleaned of loose or disturbed soil prior to pouring
concrete. Depending upon site and equipment constraints, this
may require removing the disturbed soil by hand.
Depending on the final site grades, some overexcavation may be
required below footings to expose competent native soils.
unless lean concrete is used to fill the overexcavated hole,
the overexcavation must be at least as wide at the bottom as
the sum of the depth of the overexcavation and the footing
width. for example, an overexcavation extending 2 feet below
the bottom of a 3-foot-wide footing must be at least 5 feet
wide at the base of the excavation.
, .
footings constructed according to the above recommendations
and bearing on the medium-dense sands may be designed for an
allowable soil bearing pressure of three thousand (3000)
pounds per square foot (psf). footings bearing on structural
fill may be designed for an allowable bearing of two thousand
(2000) pounds per square foot. A one-third increase i'n this
design bearing pressure may be used when considering short-
term wind or seismic loads. for the above design criteria. it
is anticipated that total post-construction settlement of
footings founded on competent, native soils or on structural
fill up to five (5) feet in thickness will be about one-half
inch, with differential settlements on the order of less than
one-half inch.
" .
Lateral loads due to wind or seismic forces may be resisted by
friction between the foundations and the bearing soils, or by
passive earth pressure acting on the vertical. embedded
portions of the foundations. for the latter condition, the
foundations must either be poured directly against relatively
level, undisturbed soil or level structural fill must be
placed around the outside of the foundation., We recommend
the following design values be used for the foundation's
resistance to lateral loading:
Parameter
Design
Value
Coefficient of friction
Passive Earth Pressure
0.40
350 pcf
Where:
(1) Pcf is pounds per cubic foot
(2) Passive earth pressure is computed
using the equivalent fluid density.
GEOTECH CONSULTANTS, INC.
KIBO Corporation
June 17, 1992
JN 92244
Page 5
We recommend that a safety factor of at least 1.5 be used for
design of the foundation's resistance to lateral loading.
SEISMIC CONSIDERATIONS
The site is located within seismic Zone 3 as illustrated
figure No. 2 of the 1988 Uniform Building Code (UBC).
accordance with Table 23-J of the 1988 UBC, the site
profile is best represented by Profile Type S2.
on
In
soil
SLABS-ON-GRADE
The building floors may be constructed as slabs-on-grade atop
the sand soils following the removal of the surface organics.
The subgrade soils must be in a firm, non-yielding condition
at the time of slab construction. Any soft areas encountered
should be excavated and replaced with select imported
structural fi 11 .
. .
All slabs-on-grade should be underlain by a capillary break
layer consisting of a minimum four (4) inch thickness of free-
draining granular structural fill with a gradation similar to
that discussed later in PERMANENT fOUNDATION AND RETAINING
WALLS. In areas where the passage of moisture through the
slab is undesirable, a vapor barrier such as a 6-mil plastic
membrane should be placed beneath the slab. Additionally,
sand should be used in the fine grading process to reduce
damage to the vapor barrier and to provide uniform support
under the slab.
PERMANENT FOUNDATION AND RETAINING WALLS
Retaining walls backfilled on one side only should be designed
to resist lateral earth pressures imposed by the soils
retained by these structures. The following recommended
design parameters are for walls less than twelve (12) feet in
height which restrain level backfill:
GEOTECH CONSULTANTS, INC.
KIBO Corporation
June 17, 1992
JN 92244
Page 6
Pa rameter
Design
Value
Active Earth pressure*
Passive Earth Pressure
Coefficient of Friction
soil Unit Weight
30 pcf
350 pcf
0.40
'125 pcf
Where:
1) Pcf is pounds per cubfc foot
2) Active and passive earth pressures are
computed using the equivalent fluid
densities.
, '
* For restrained walls which cannot deflect at
least 0.002 times the wall height, a uniform
lateral pressure of one hundred (100) psf
should be added to the active equivalent
fluid pressure.
The values given above are to be used for design of permanent
foundation and retaining walls only. The passive pressure
given is appropriate only for the depth of level structural
fill placed in front of a retaining or foundation wall. An
appropriate safety factor should be applied when designing the
walls. We recommend using a factor of safety of at least 1.5
for overturning and sliding.
The above design values do not include the effects of any
hydrostatic pressures behind the walls and assume that no
surcharge slopes or loads will be placed above the walls. If
these conditions exist, then those pressures should be added
to the above lateral pressures. For a maximum 12-foot wall
below the existing 50 percent slopes, an equivalent active
fluid density of 55 pcf is appropriate. ,If the wall is
restrained, the 100 pounds per square foot (psf) surcharge
should be added to the active fluid pressure.
Heavy construction equipment should not be operated behind
retaining and foundation walls within a distance equal to the
height of the wall, unless the walls are designed for the
additional, lateral pressures resulting from the equipment.
Placement and compaction of retaining wall backfill should be
accomplished with hand-operated equipment.
,. ,
GEOTECH CONSULTANTS, INC.'
KIBO Corporation
June 17, 1992
JN 92244
Page 7
Retaining Wall Backfill
Backfill placed behind retaining or foundation walls
should be free-draining structural fill containing no
organics. This backfill should contain no more than five
(5) percent silt or clay particles and have no particles
greater than four (4) inches in diameter. The percentage
of particles passing the No.4 sieve should be between 25
and 70 percent. The sands encountered in the slope
underlying the weathered soils are acceptable for us as
retaining wall backfill. Due to their high silt content,
if the glacial till soils are used as backfill, a
drainage composite, such as Miradrain or Enkadrain,
should be placed against the retaining walls. The
drainage composites should be hydraulically connected to
the foundation drain system.
The purpose of these backfill requirements 1S to ensure
that the design criteria for the retaining wall are not
exceeded because of a build-up of hydrostatic pressure
behind the wall. The top foot to eighteen inches of the
backfill should consist of a relatively impermeable soil
or topsoil, or the surface should be paved: The sub-
section entitled GENERAL EARTHWORK AND STRUCTURAL FILL
contains recommendations regarding placement and
compaction of structural fill behind retaining and
foundation walls.
ROCKERIES
We anticipate that rockeries will be used in the site
development. A rockery is not intended to function as an
engineered structure to resist lateral earth pressures, as a
retaining wall would do. The primary function of a rockery is
to cover the exposed excavated surface and thereby retard the
erosion process. We recommend that rockeries be limited to a
height of eight (8) feet and that they be placed only against
dense competent native soils.
The construction of rockeries is to a large extent an art not
entirely contro11~b1e by engineering methods and standards.
It is imperative that rockeries, if used, be constructed with
care and in a proper manner by an experienced contractor with
proven ability in rockery construction. The rockeries should
be constructed with hard, sound, and durable rock in
GEOTECH CONSULTANTS, INC.
KIBO Corporation
June 17, 1992
JN 92244
Page 8
accordance with accepted local
maintenance, such as access to
considered in the design.
practice. provisions
the rockery, should
for
be
EXCAVATIONS AND SLOPES
In no case should excavation slopes be greater than the limits
specified in local, state, and national government safety
regulations. Temporary cuts to a depth of about four (4) feet
in unsaturated soils may be attempted vertically. Based upon
Washington Administrative Code (WAC) 296, Part N, the soil
type at the site would be classified as Type B, and therefore
slopes greater than four (4) feet cannot be excavated steeper
than 1:1 (Horizontal :Vertical) extending continuously between
the top and bottom of the cut.
The above recommended temporary slope inclination is based on
what has been successful at other sites having similar soil
conditions. Temporary cuts are those that will remain,
unsupported for a relatively short duration to allow
construction of foundations, retaining walls, or utilities.
These cut slopes should be backfilled or retained as soon as
possible.
All permanent cuts into native soils should be inclined no
steeper than 2:1 (H:V). Fill slopes should not be constructed
with an inclination greater than 2:1 (H:V). Water should not
be allowed to flow uncontrolled over the top of any slope.
Also, all permanently exposed slopes should be seeded with an
appropriate species of vegetation to reduce erosion and
improve stability of the surficial layer of soil.
Any disturbance to the existing slope outside of the building
limits may reduce the stability of the slope. Damage to the
existing vegetation and ground should be minimized, and any
disturbed areas should be revegetated as soon as possible.
Soil from the excavation should not be placed on the slope,
which may require off-site disposal of surplus soil.
DRAINAGE CONSIDERATIONS
We recommend the use of footing drains at the base of all
footings and backfilled earth retaining walls. These drains
should be surrounded by at least six (6) inches of one-inch-
minus washed rock wrapped in non-woven geotextile filter
fabric (Mirafi 140N, Supac 4NP, or similar material). At the
GEOTECH CONSULTANTS, INC.
KIBO Corporation
June 17, 1992
JN 92244
Page 9
highest point, the perforated pipe invert should be at least
as low as the bottom of the footing and it should be sloped
for drainage. All roof and surface water drains must be kept
separate from the foundation drain system. A typical drain
detail is attached to this report as Plate 8.
No groundwater was observed during our field work. However,
seepage into the planned excavation is possible, and if
encountered should be drained away from the site by use of
drainage ditches, perforated pipe or French drains, or by
pumping from sumps interconnected by shallow connector
trenches at the bottom of the excavation.
The excavation and site should be graded so that surface water
is directed off the site and away from the tops' of slopes.
Water should not be allowed to stand in any area where
foundations, slabs, or pavements are to be constructed. Final
site grading in areas adjacent to the building should be
sloped at least two (2) percent away from the building; except
where the area is paved. Additionally, a drainage swale
should be provided upslope of the building to intercept
surface run-off and direct it into the storm drains.
PAVEMENT AREAS
All pavement sections may be supported on competent native
soils or structural fill following removal of the surface
organics, provided these soils can be compacted to 95 percent
density and ,are in a stable, non-yielding condition at the
time of paving. Structural fill and/or fabric may be needed
to stabilize soft, wet or unstable areas. We recommend using
Supac 5NP, manufactured by Phillips Petroleum Company, or a
non-woven' fabric with equivalent strength and permeability
characteristics. In most instances where unstable subgrade
conditions are encountered, twelve (12) inches of granular
structural fill will stabilize the subgrade except for very
soft areas where additional fill could be required. The
subgrade should be evaluated by Geotech Consultants, Inc.
after the site is stripped and cut to grade. Recommendations
for compaction of structural fill beneath pavements are given
in a later sub-section entitled GENERAL EARTHWORK AND
STRUCTURAL FILL. The performance of site pavements is
directly related to the strength and stability of the
underlying subgrade.
GEOTECH CONSULTANTS, INC.
KIBO Corporation
June 17, 1992
JN 92244
Page 10
The pavement section for lightly loaded traffic and parking
areas should consist of two (2) inches of asphalt concrete
(AC) over four (4) inches of crushed rock base (CRB) or three
(3) inches of asphalt treated base (ATB). We recommend that
heavily loaded areas be provided with three (3) inches of AC
over six (6) inches of CRB or four (4) inches of ATB. The
heavily loaded areas are typically main driveways, dumpster
areas, or areas where truck traffic occurs, especially where
trucks are turning.
The pavement section recommendations and guidelines presented
in, this report are based on our experience in the area and on
what has been successful in similar situations. We can
provide recommendations based on expected traffic loads and R
value tests, if requested. Some maintenance and repair of
limited areas can be expected. To provide for a design
without the need for any repair would be uneconomical.
GENERAL EARTHWORK AND STRUCTURAL FILL
We recommend that the building and pavement areas be stripped
and cleared of all surface vegetation, all organic matter, and
other deleterious material. The stripped or removed materials
should not be mixed with any materials to be used as
structu ra 1 fill.
Structural fill is -defined as any fill placed under the
building, behind permanent retaining or foundation walls, or
in other areas where the underlying soils need to support
loads. Geotech Consul tants, I nc. shoul d observe si te
conditions 'during and after excavation prior to placement of
any structural fill.
All structural fill should be placed in horizontal lifts with
a moisture content at or near the optimum moisture content.
The optimum moisture content is that moisture content which
results in the greatest compacted dry density. 'The moisture
content of fill soils is very important and must be closely
controlled during the filling and compaction process.,
The allowable
material type,
passes made to
exceed twelve
ta-b1 e presents
fill:
thickness of the fill lift will depend on the
compaction equipment used, and the number of
compact the lift. In no case should the lifts
(12) inches in loose thickness. The following
recommended relative compaction for structural
GEOTECH CONSULTANTS, INC.
KIBO Corporation
June 17, 1992
JN 92244
Page 11
Location of Fill placement
Minimum Relative
Compaction
Beneath footings, slabs or
walkways
Behind retaining walls
95%
90%
Beneath pavements
95% for upper 12 inches
of subgrade, 90% below
that level
Where: Minimum Relative Compaction is the ratio,
expressed in percentages, of the compacted
dry density to the maximum dry density, as
determined in accordance with ASTM Test
Designation 0-1557-78 (Modified Proctor).
Structural fill which is to be placed in wet weather should
consist of a granular soil having no more' than five (5)
percent silt or clay particles. The percentage of, particles
passing the No.200 sieve should be measured from that portion
of the soil passing the three-quarter-inch sieve.
LIMITATIONS
The analyses, conclusions and recommendations contained 1n
this report are based on site conditions as they existed at
the time of our exploration and assume that the soils
encountered in the test pits are representative of the
subsurface conditions of the site. If the subsurface
conditions encountered during construction are significantly
different from those observed in the explorations, we should
be advised at once so that we can review these conditions and
reconsider our recommendations where necessary. Unanticipated
soil conditions are commonly encountered on construction sites
and cannot be fully anticipated by merely taking soil samples
in test pits. Subsurface conditions can also vary between
exploration locations. Such unexpected conditions frequently
require that additional expenditures be made to attain a
properly constructed project. It is recommended that the
owner consider providing a contingency fund to accommodate
such potential extra costs and risks.
This report has been prepared for the exclusive use of KIBO
Corporation and their representatives for specific application
to this pr~ject and site. Our recommendations and conclusions
GEOTECH CONSULTANTS, INC.
KIBO Corporation
June 17, 1992
JN 92244
Page 12
are based on the site materials observed, and selective
laboratory testing and engineering analyses. The conclusions
and recommendations are professional opinions derived in
accordance with current standards of practice within the scope
of our services and within budget and time constraints. No
warranty is expressed or implied. The scope of our services
does not include services related to construction safety
precautions and our recommendations are not intended to direct
the contractor's methods, techniques, sequences or procedures,
except as specifically described in our report for
consideration in design. We recommend that this report, in
its entirety, be included in the project contract documents
for the information of the contractor.
ADDITIONAL SERVICES
It is recommended that Geotech Consultants, Inc. provide a
general review of the geotechnical aspects of the' final
design and specifications to verify that the earthwork and
foundation recommendations have been properly interpreted and
implemented in the design and project specifications.
It is also recommended that Geotech Consultants, Inc. be
retained to provide geotechnical consultation, testing, and
observation services during construction. This is to confirm
that subsurface conditions are consistent with those indicated
by our exploration, to evaluate whether earthwork and
foundatjon construction activities comply with the intent of
contract plans and specifications, and to provide
recommendations for design changes in the event subsurface
conditions differ from those anticipat~d prior to the start of
construction. However, our work will not include supervision
or direction of the actual work of the contractor, his
employees or agents. Also, job and site safety, and
dimensional measurements, will be the responsibility of the
contractor.
GEOTECH CONSULTANTS, INC.
KIBO corporation
June 17, 1992
JN 92244
Page 13
The following plates are attached and complete this report:
Plates 6
7
Vicinity Map
Site Exploration Plan
Test pit Logs
Grain size Analysis
Footing Drain Detail
Pl ate 1
plate 2
Plates 3 - 5
Plate 8
Respectfully submitted,
GEOTECH CONSULTANTS, INC.
,~p. ~'rl(P-~
Lloyd J. Reitz
Geotechnical Engineer
l EXPIRES 8/17/ 13
James R. Finley, Jr., P.E.
Principal
Attachments
LJR/ JRF: cka
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JUNE 1992
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TEST PIT 1
uses Descriptio/l
;;:;::\Dark&ray, silty, fine SAND with organics, moist, loose
;;;;;; (topsOil).
r~J:J Brown to light brown, silty, fine to medium SAND, trace
m,. gravel, moist, loose (abundant tree roots).
Elevatio/l 14 1
(becomes medium-dense)
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Brown to gray, slightly silty to silty, medium SAND, some
gravel to gravelly, moist, medium-dense.
1:~ "
, (becomes dense)
Test pit terminated at 14.0 · below existing grade on 6-4-92.
No groundwater seepage encountered during excavation.
No caving.
TEST PIT 2
Elevatio/l 1 34
uses Description
:,:'i ~ Dark ~ray, Silly" fine SAND with organics, moist, loose
:: 8M (topsOil). ..
~: ::,:: Brown, silty, fine to medium SAND, trace gravel, moist, loose
;:~ifi;~i "" (abundant tree roots). , '
'gp't Brown to gray, slightly silty, gravelly SAND, moist, medium-
dense.
~
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Gray, slightly silty, fine to medium SAND, trace to some
gravel, moist, medium-dense.
Test pit terminated at 10.0 · below existing grade on 6-4-92.
No groundwater seepage encountered during excavation.
Slight caving 3 to 7'.
--tl ~!.2~~~;I~
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TEST PIT LOGS
SW OF ARSENAL WAY & MARION
KITSAP COUNTY, WASHINGTON
Job No:
92244
Date: Logged by: Plate:
JUNE 1992 BRH 3
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TEST PIT 3
uses
Description
Dark gray, silty, fine SAND with organics, moist, loose
(topsoil).
Brown, silty, fine to medium SAND, dry, loose
(abundant tree roots).
Brown to gray, slightly silty to silty, medium SAND,
gravelly, moist, medium-dense (glacial till)
(becomes dense)
Elevation
131
~~~~
L.L.LJ; I ,01.1
Test pit terminated at 7.0' below existing grade on 6-4-92.
No groundwater seepage encountered during excavation.
No caving
TEST PIT 4
Elevatioll
133
uses Descri tioll
:.....: Dark gray, silty, fine SAND with organics, moist, loose (topsoil).
: SM: Brown to light brown, silty, fine to medium SAND, trace gravel,
:,,::;.:,,:,,:, moist, loose (abundant tree roots).
Brown to gray, slightly silty, medium SAND, some gravel to
gravelly, moist, medium-dense.
Test pit terminated at 1 1.0' below existing grade on 6-4-92.
No groundwater seepage encountered during excavation.
No caving.
--&1 ~~2~~~N~
'~
1...__. ~.....-:::::.. ~.
.
TEST PIT LOGS
SW OF ARSENAL WAY & MARION
KITSAP COUNTY, WASHINGTON
-:- -...,..-
Job No:
92244
Date: Logged by: Plate:
JUNE 1992 BRH 4
I
~;.. ~~
~ ~~
~ '~,$
~~' $CJrf
TESTPIT 5
o
uses Description
fJff,:~ \ Dark bro~n, silty, fine S~D with organics, moist, loose (topsoi~).
~ ~ ~ Brown, sIlty, fine to medIUm SAND, some gravel to gravelly, mOist,
::::::: loose.
~~~~~~~ ..... (becomes medium-dense)
::::::: Gray, silty, gravelly, medium SAND, moist, dense (glacial till).
:~:
Elevation 1 22
..,
5-
7.9
(hard digging)
"
10 _
Test pit terminated at 8.0' below existing grade on 6-4-92.
No groundwater seepage encountered during excavation.
No caving
15 _
. .'
--tJ
i
l~ ~ 0-=---<
:,..;;.
GEOTECH
CONSULTANTS, INC.
TEST PIT LOGS
SW OF ARSENAL WAY & MARION
KITSAP COUNTY, WASHINGTON
-~
Job No:
92244
Date: Logged by: Plate:
. JUNE 1992BRH 5
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SIZE OF OPENING IN INCHES
ANALYSIS
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N
100
90
80
20
10
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GRAVEL
GRAIN SIZE IN MILLIMETERS
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SAND
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HYDROMETER ANALYSIS
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SOIL CLASSIFICATION
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GE01'EC\\
CONS\J\.:r ~N1'S
JOb No,'
, 92244
oott'
JUtlE 1992
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Slope backfill away from
foundation, ~
"""
_ T1GHTLINE ROOF DRAIN
0- - Do not connect to footing qrain,
, ,
,
~t~
,
GEOTECH
CONSULTANTS
~
t.~~ __._ _:..- _
~ .... -----
r VAPOR BARRIER
I I'
,/,,,,'""'<"', ',," 4'"
,,, , '" ,... /' / min.
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SLAB
FREE - DRAINING
SAND/GRAVEL
4" PERFORATED HARD PVC PIPE
Invert at least os low os footing and/or
crowl space, Slope to drain, Place
weepholes downward.
, FOOTING DRAIN DETAIL
SW OF ARSENAL WAY & MARION
KITSAP COUNTY, WASHINGTON
Job ND, I
92244
$&'t1/':
N.T.S.
Pfaf, :
'8
f)Q" :
JUNE 1992
-' 4
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REPQRT DISTRIBUTION tIST
~
Project: KIll) Bldg. 3515 Arsenal Way - Brererton
E. R. Anderson - Original
300-120th Avenue NE, Bldg. 2, Suite 217
.Bellevue, WA 98005
City Of B~rton Building Departlrent
286 4th Street
Brererton, WA 98310
Kitsap Ready Mix - 1 Copy Concrete Reports
POBox 853
BrE'llErton, WA 98310
ATIN: Darryl Lindsley
~- , U B 8067
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General Testing Laboratories, Inc.
18970 3rd Ave. N.E., P.O. Box 1586
Poulsbo. Washington 98370
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lZ06) 119-9196
J08f3. ~ /,
. I 'testing \.8\)orator1es. Inc:.
,enera p 0 eo~ 1.586
18970 3rd A'Je. N.~" . 98370
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REPORT DISTRIBUTION LIST
Project: KIBO Bldg. 3515 Arsenal Way - Brarerton
E. R. Anderson - Original
300-12Oth Aveme NE, Bldg. 2, Suite 217
Bellevue, WA 98005
City Of Brarerton Building Depart:lrent
286 4th Street
Brarerton, WA 98310
Kitsap Ready Mix - 1 Copy Concrete Reports
POBox 853
Brarerton, WA. 98310
A1TN: Darryl Lindsley
\. ,..;
"
B 8067
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"":"al Testing laboratories, Inc.
18970 3rd Ave. N.E.. P.O. Box 1586
Poulsbo. Washington 98370
;/ Lv,h~ JOi5 fO~ 7
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REPORT DISTRIBUTION LIST
B 8067
Project: KIOO Bldg. 3515 Arsenal Way - Br~rton
E. R. Anderson - Original
300-12Oth Averrue NE, Bldg. 2, Suite 217
Bellevue, WA 98005
J.ity Of BrE'1rerton Building DepartlIEnt
286 4th Street
Br~rton, WA 98310
- 1 Copy Concrete Reports
I'
DATE
JOB NO.
General Testing l~boratories, Inc.
18970 3rd Ave. N.E., P.O. Box 1586
Poulsbo, Washington 98370
TO
(206) 779-9196
$, II. A.cIkiti t1.t
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PROJECT
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LOCATION
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CONTRACTOR
P;~/J~/e7t~d4.(
WEATHER
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PRESENT AT SITE
B- 8Dt:. 7
OWNER
TEMP, ~~ 0 at 8~
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AM
PM.
300 - 120th Averroe NE
Bldg. 2, Suite 217
Bellevue, WA. 98005
THE FOLLOWING WAS NOTED:
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FmD REPRESENrATIVE: Jim Coonick
COPIES TO SEE REPORT DISTRIBurION usr
!~~~
, @ Con\8nllI: 4Q%'f>re.Consumer. 10% Post.(:onsumer
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PAOOUCUll [_1It1c.,~,_0141t.T.OoIorPltONETOUfllEE1_ '
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General Testing Laboratories, mc.
11910)N A\'C1\UIe !'Ice.. P.o. 8",lC \;86. P'~'. '.~,>n ~l~
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'CONCRETE TEST REPORT
E R ANDERSON
CUENT
PROJECT
CONTRACTOR PRIDE CONSTRUCTION
CONCRETE SUPPUER KIT SAP READY MIX
DATE CONCRETE SAYPlED 9/30/94 INSPECTOR ,TTH C,OMNICK
LOCATION OF CONCRETE PlACEMENT FOOTINGS. RETAINING WALL. SIX INTERIOR PADS. GRID LINE
], AND LINE C
K-I B 0 BUILDING
. . .
REPORT NO.
NO.
5
B-8067
LOCATION SAMPLED
NO. YAROS PlACED
UIX DATA:
CEMENT 5
ADMIXTURES
INTERIOR PADS
9 at ] 5 TRUCK SAMPLED 20
l:NVOJI% lb. 02] 06
TIME SAMP1.ED I I : 50
SK. TYPE
NONE
un
MAX. SIZE AGGREGATE
AMOUNT
7/~"
,
N/A
CONCRETE TEMP.
AIR TEMP. 680
700
SLUMP 3 II
REQUIRED SLUMP
WEATHER OVERCAST
4"
AIR CONTeIT N I A
REQUIRED AIR
REQUIRED 28
DAY STRENGTH 2500
PSI
COMPRESSIVE STRENGTH TEST RESUUS CON fOR M S
CYL NO. lAB. NO. DATE TESTED AGE UNIT LOAD P .s.!.
5 A" 10/07/94 7 2870
5 B 10/28/94 28 4040
5 C ]0/28/94 ....ll- 4]20
5 D 10/28/94 28 4030
-
CEATlFtED BY:
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DATE JOB NO.
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- PRESE. T-'~T 'SITE _ -'. -'. _ _'
Gener~1 Testing laboratories, Inc.
18970}3rd Ave, N.E., P.O. Box 1586
"l'ol,llsOO, Washington 98370
TO,
, (206)779-9196
g17'~~43;T '
THE FOLLOWING yYAS NOTED: '
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PRODUCT 241. (NeBS line., Groton, Mass 01471. To Order PHONE T9LL FREE 1.800-225-6380
SIGNED
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'S Contents: 40% Pre-Consumer; 10% Post-Consumer
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'General Testing laboratories, 'Inc.
18970 3rd Ave. N.E., P.O" Box 1586
, Poulsbo. Washington 98310
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PRODUCT 241 !NeBS!lnc, Groton, Mass 01471. To Order PHONE TOll FREE 1~800-22~5-6380
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GY. RECYCLED PAPER , . /
~(9 Contents: 40% Pre-Consumer. 10% Post-Consumer;;
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REPORT DISTRIBUTION LIST
B 8067
Project: lCIOO Bldg. 3515 Arsenal Way - Br~rton
E. R. Anderson - Original
300-12Oth Avenue NE, Bldg. 2, Suite 217
Bellevue, WA 98005
I I City Of Br~rton Building DepartlIEnt
V 286 4th Street
Br~rton, WA 98310
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Kitsap Ready Mix - 1 Copy Concrete Re{X>rts
POBox 853
Br~rton, WA 98310
ATIN: Darryl Lindsley
A
1.
General Testing Laboratories, Inc.
18970 3rd Avenue NE. P.O, Box 1586. Poulsbo. Washinl!ton 9tH?\}
The HART Company ,
MOISTURE-DENSITY RELATIONS OF SOILS REPOIIT
ER Anderson
KIBO Bldg. - Breuerton
Client
Project '
Contractor
Date Sampled
09/29/94
Date Tested
FIELD DATA:
Source of Material
Location Sampled
Area Representing
Dept. or Elevation Sample Taken
sampled b y Richard Adams
LABORAlORY:
Max. Density Dry 120.6 Lbs.lCu. Ft.
Opt Moisture 9.4' %
Dry Den., (Min. for --25....% O:>mp.) 114.6 I bs.lCu. Ft.
FIELD VALUES:
Max. Dry Wt.
Field Dry Den.
Rock in Fill
Density taken
Soil: Type & Color
Opt.Mo~ %
Field Moist %
%
Day after Fill was placed
2IClV. sand
Test Specifications
AS1M D-1557
Cylinder 6 " Hammer 10 Lbs.
Drops 18 " 5 I~rs
,
';6 Blows/Layers
Tested by Ri C"h;n-d Arl;llltCl
CERTIFIED BY: ~///~ Af:
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Report No.
Project No.
Test No.
DateReported - - - - - - - ----
2
B 8067
942539
--'-' --'
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09/29/94
I'
. .
Vertical Limits
MOISTURE 'I. OF DRY WEIGHT
~ I
.126 -
:+--:::
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-:
124
2
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General Testing Laboratories, Inc.
18970 3rd Avenue NE. P.O. Box 1586. Pllulsrll. W.lshlOl!tlln 98JiO
The HART Company
MOISTUR&DENSITY RELATIONS OF SOILS REPORT
CJ~nt E R ANDERSON
Project KIBO Bldg. - Bremerton
COnaacror E R Anderson
Date Sampled 03/ 10/93 Date Tested
FIELD DATA:
SoUlCe of Material native on-site
Location Sampled -18' below original grade
Area Representing subgrade for footing
Dept. or Elevation Sample 18keI1 -----------------
LABORATORY:
Max. Density Dry 12 I . 8 Lbs./Cu. Ft.
Opt Moisture 12 _ 0 %
Dry Den., (Min. for ~% COmp.) 1 1 'l 7 Lbs./Cu. Ft.
FIELD VALUES:
Max. Dry Wt.
Field Dry Den.
Rock in FUl
Density taken
Soil: Type &.. COlor
Opt. Moist %
Field Moist %
%
Day after FUl was placed
fine sand with minor gravel
Test Specifications
ASTM 0-1557-70
Cylinder
Drops
6
18
56
Penn
Seely
.. Hammer
I 0 I bs.
5 I~
Blows/1ayers
"
,
Tested by
CEImFIED BY:
~A_~
lIAR 1 8 1993'
03/12/93
Report No.
Project No.
Test No.
Date Reported
I
B 8067
93082
I'
Vertical Limits
MOISTURE.. Of DRY WEIGHT
.
1 I
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-
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t: : 122 - --
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-. CONCRETE TEST REPORT
E. R. ,Anderson
REPORT NO.
NO.
4
B 8067
CUENT
PROJECT KIBO Bldg. - Bn!Derton
CONTRACTOR &. R. Anderson
CONCRETE SUPPUER Kitsap Ready Mix
DATE CONCRETE SAMPlED September 9, 1994 INSPECTOR
LOCATION OF CONCRETE PLACEMENT footiIlgs
t'
t .
Jim Camick
LOCATION SAMPLED
NO. YAROS PlACEO
MIX OATA:
CEMENT 5
ADMIXTURES
footings
9 Qf 9
TRUCK SAMPLED
ImOD:E lb. 01663
I & II
118
TIME SAMPlED
1:00 pn
7/8"
N/A
COtICRETE TEMP.
AIR TEMP.
no.r
66 o.r
I 1/2"
SLUMP
REQUIRED SLUM? 4"
WEATHER overcast
AIR CONTENT
REQUIRED AIR
N/A
REOUIRED 28
OA Y STRENGTH 2500 PSI
~
COMPRESSIVE STRENGTH TEST RESUOS
CYL NO. LAS. NO. DA TE TESTED AGE UNIT LOAD P.S.I.
4 A 09/16/94 7 2950-
4 .
B 10707/94 28 4430
4 C' 10/07/94 ..lL 4390
4 D 10/07/94 -lL 4440
CERTIFIED BY:
---,
GENERAL TESTING LABORATORIES
~~
C'
~
LAB MANAGER
! "'~,
t' .i,
L..I
\___ Testing Laboratorlet")ftC.
\ .., Ave. N.E.. P.O. Box 1586
t>>o. Washington 98370
(206) 779-9196
,* E.~. A~v-~~
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PRO.IECT
JOlt lOIO.
~o
LOCATION ~ S"15
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OWNER
CQHTRACTOR
TEMP,
Oat
Oat
AM
PM
WEATHER
300 120th Avenue ME
Bldg. 2, Suite 217
Bellewe, llt\ 98005
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REPORT DISTRIBUTION LIST
Project: KIID Bldg. 3515 Arsenal Way - BrenErton
, E. R. Anderson - Original
300-12Oth Avenue NE, Bldg. 2, Suite 217
Bellevue, WA 98005
City Of BrenErton Building Depa.rt:nent
286 4th Street
BrellErton, WA 98310
Kitsap Ready Mix - 1 Copy Concrete Reports
POBox 853
BrenErton, WA 98310
ATl'N: Darryl Lindsley
\~'
B 8067
j?errn,6 d- K r!; I ?g~ d--
/
w GENERAL TESTING UBORATORIES,INC.
18970 Third Avenue NE, P.O. Box 1586, Poulsbo, Washington 98370
City/County, KITSAP
Permit#! 13842
.
CONCRETE TEST REPORT
CLIENT E .R. ANnt<-:R..::;(w
PROJECT KTRO RT~.
CONTRACTOR E.R. ANlER..c;rn
CONCRETE SUPPLIER KTTSAP READY MTX
DA TE CONCRETE SAMPLED 11/0P,/Q4 INSPECTOR TARRY r,RrnN
LOCATION OF CONCRETE PLACEMENT TTT.T-lJP PANRT.<; fllO, IQ. 20, 23 AND 32
REPORT NO. 12
NOQ-.('('Ir'l
LOCA TION SAMPLED
NO. YARDS PLACED 70
MIX DATA:
CEMENT
ADMIXTURES
PANRT. fl17
OF 40 TRUCK SAMPLED
INVOICE NO. 70AA
TYPE TT MAX. SIZE AGGREGATE
AMOUNT
AMOUNT
CONCRETE TEMP.
AIR TEMPERATURE
1
TIME SAMPLED
P, = 1 ')
') SK
7/P."
Hm' lJA'l'RR
4"
AIR CONTENT
REQUIRED AIR
"p.O
SLUMP
REQUIRED SLUMP
WEATHER
~"
L..AO
cr flT1IW
REQUIRED ?A DAY STRENGTH 1nm PSI
COMPRESSIVE STRENGTH TEST RESULTS
CYLINDER LABORATORY DIAMETER AREA SQ. DATE AGE UNIT REMARKS
NUMBER NUMBER INCHES IN. TESTED (DAYS) LOAD (pSI)
12 A 6 28.27 11/ 15/94 7 3040
12 B " " 12/06/94 28 4880
12 C " " 12/06/94 28 4990
CERTIFIED BY:
DATE: (l-~r-C;c.r
GENERAL TESTING LABORATORIES .~/"z>/~ " ~
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LAB MANAGER
Quality Assurance for Northwest Constl1ldioR
POULSBO (206) 779-9196
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-'
"" KIllil1lldg. 35 \5 ~ \laY - 11_-
. At\(le1:SOtl - ()ci.ginal
\2Otb A.~ li\B, 'Bldg. 2, suite 217
.~, 'Wi\. 98005
Y Of 11"""'''"''' ~ ~
) 4th St1:eet
enertOtl, 'WA. 983 \0
icsat> 1lea<lY Mix - \ 0JVf ~ Jlel'O<Cs
, 0 'Bo1t 853
~~-rt.0tl, \o1A. 983 \0
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~}'"~i}ENEtaL'~TESTING UBOIlA TORIES iNC.~~i~~(~{:'~ :
",' , , -
18970 Dird Aveaue NE"P.O. Box 1586, Poulsbo, Washington 98370
. t ' ,
City/County.
Permit#!
KITSAP
13842
CONCRETE TEST REPORT
CLIENT E .R. ANDERSON
PROJECT KIBO BUILDING
CONTRACTOR E ,R. ANDERSON
CONCRETE SUPPLIER KITSAP READY MIX
DATE CONCRETE SAMPLED 11/02/94 INSPECTOR
LOCATION OF CONCRETE PLACEMENT T'ILT UP PANELS
REPORT NO.
NO
II
B 8067
LARRY GREEN
LOCA TION SAMPLED
NO. YAROS PLACED
MIX DA TA:
CEMENT
ADMIXTURES
134 OF
PANEL /t25
170 TRUCK SAMPLED 20
INVOICE NO. 02709
TYPE r IT MAX. SIZE ~GGREGA TE
AMOUNT 23 OZ. /YD
AMOUNT
CONCRETE TEMP. 580
AIR TEMPERATURE 450
TIME SAMPLED 10 20
5 0 SK
POLYHEED
7/8"
SLUMP 4 "
REQUIRED SLUMP 4 "
WEA THER CLOUDY
AIR CONTENT
REQUIRED AIR
REQUIRED 28 DAY STRENGTH 3000 PSI
COMPRESSIVE STRENGTH TEST RESULTS
CYLINDER LABORATORY DIAMETER AREA SQ. DATE AGE UNIT REMARKS
NUMBER NUMBER INCHES IN. TESTED (DAYS) LOAD (PSI)
II A 6 28.27 11/09/9" 7 4750
II B " " 11/30/9" 28 6200
II C " " 11/30/9" 28 6150
CERTIFIED BY:
D'ATE: /'Z . <':,',7", ?f'~ y:
" ~ ,,<. . .:$ r " ~
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GENERAL TESTlNGUUJORATORIES ~/f)r///P~ .4
/
-
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LAB MANAGER
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Quality Assurance for Northwest Construction
, POULSBO (206) 779-9196
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,5~~,1_ ,,_,.,d: GENERAL TESTING LAB ORA TORIES,INC. ,.,
I ' u: , ~B?70 11Urd Avenue NE, P.O. Box 1586,'POIIIsbo, Washington 98370
City/County. 'KITSAP
Permit#! 13842
CONCRETE TEST REPORT
CLIENT E .R. ANDERSON
PROJECT KIBO BUILDING
CONTRACTOR E . R. ANDERSON
CONCRETE SUPPLIER KITSAP READY MIX
DA TE CONCRETE SAMPLED I 1/02/94 INSPECTOR
LOCATION OF CONCRETE PLACEMENT 'T'Tf.1' lIP PANEl.S
REPORT NO.
NO
10
B-8067
LARRY'GREEN
LOCA TION SAMPLED
NO. YARDS PLACED
MIX DATA:
CEMENT 5.0 SK
ADMIXTURES POLYHEED
PANEL 1122
38 OF 170 TRUCK SAMPLED 3
INVOICE NO. 02697
TYPE I II MAX. SIZE AGGREGATE
AMOUNT 230Z. !YD
AMOUNT
AIR CONTENT -- ---- CONCRETE TEMP. r.:; 70
REQUIRED AIR -- ---- AIR TEMPERATURE 430
TIME-SAMPLED 8: 30
7/8"
SLUMP 1~
REQUIRED SLUMP 4 "
WEATHER CLOUDY
REQUIRED 28 DAY STRENGTH 3000 PSI
COMPRESSIVE STRENGTH TEST RESULTS
CYLINDER LABORATORY DIAMETER AREA SQ. DATE AGE UNIT REMARKS
NUMBER NUMBER INCHES IN. TESTED (DAYS) LOAD (pSI)
10 A 6
IO
10
B
"
28.27 11/09/9l 7 5240
" I.l /30/9l 28 6230
,. 11/30/9l 28 6340
C
"
CERTIFIED BY:
DATE: /2, '/
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GENERAL TESTING LABORATORIES ~;t'''h''/:r- ~ ~ r~;:r/?
,
,.., ,j LAB MANAGER
- ,.", -,'~.- Kl'"~' _. ,I
,
Quality Assurance for Northwest Construction
POULSBO (206) 779-9196
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...--G'eneral Testing Laboratorle!nc.
18970 3rd Ave. N.E., P.O. Box 1586
Poulsbo, Washington 98370
JOB NO.
OATf; r-
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, PROJECT
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OWNER
TO
(206) 779-9196
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, CONTRACTOR
WEATHER
TEMP.
Oat
Oat
AM
PM
300 t20th Avenue NE
Bldg. 2, Suite 217
Bellevue, WA 98005
PRESENT AT SITE
THE FOLLOWING WAS NOTED:
> G.Tk (lrr-;v.<.e\ ctt <1:55 lkc'''s d~f~. Sc."); \ c.o.....p~t:(f'" tp~t,~
('f~ ~ddh~ Ir~~ <'IA S'~c...iJtt'" ~ti~\" of bJdj lot.
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FIElD REFRESENrA.TIVE: Richard Adams
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WIQETIJD) ~JFCD)~
SIGNED 1<.~ 8.. ~ I
#II.. RECYCLED PAPeR ..J
'6CI ConNnls: 4O'lI. ~.11Jll1..-.r.-
COPIES TO
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General Testing Laboratories, Inc.
18970 3rd Avenue NE. P.O, Box 1586. Pllulst--ll. Washingtlln 9!B70
The HART Company
MOISTUR&DENSITY RELATIONS OF SOILS REPORT
Client E R ANDERSON
Project KIBO Bldg. - Bremerton
Contractor E R Anderson
Date Sampled 03/10/93 Date Tested
FIELD DATA:
Source of Material native on-site
Location Sampled -18 I be low original grade
Area Representing subgrade for footing
Dept. or Elevation Sample TakeI'l ------------------
LABORATORY:
Max. Density Dry 12 I . 8 Lbs./Cu. Ft.
Opt Moisture I 2 . 0 %
Dry Den., (Min. for -2.5-% Comp.) 1 1 'l . 7 Lbs.lCu. Ft.
FIELD VALUES:
Max. Dry Wt.
Field Dry Den.
Rock in Fill
Density taken
Soil: Type &. Color
Opt. Moist %
Field Moist %
%
Day after Fill was placed
fine sand with minor gravel
Test Specifications
ASTM D-1557-70
Cylinder
Drops
6
18
56
Penn
10 Lbs.
5 Layers
Blows/layers
" Hammer
"
.
Tested by
Seely
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CERTIFIED BY:
03/12/93
Report No.
Project No.
Test No.
Date Reported
I
B 8067
93082
Vertical Limits
MOISTURE.. OF DRY WEIGHT
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LAB MANAGER
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(tP)
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REPORT DISTRIBUTION LIST
Project: KIOO Bldg. 3515 Arsenal Way - Braoorton
E. R. Anderson - Original
300-12Oth Avenue NE, Bldg. 2, Suite 217
Bellevue, WA 98005
City Of Brenerton Building Depa... uucut
286 4th Street -
Bremerton, WA 98310
Kitsap Ready Mix - I Copy Concrete Reports
POBox 853
B.....::1U::...i..uu, WA 98310
ATrN: Darryl Lindsley
"
B 8067
:' '\,
~
,
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General Testing Laboratories, me.
189m,W A,"Cf\UC'!'It"E. P.O. e.~x 1;86. r,~.. ~~Ift 'Mli~
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'CONCRETE TEST REPORT
. . .
BUlLOiNG
REPORT NO.
NO.
ENT
OJECT
CLIENT'
CONTRACTOR
., CONCRETE SUPPUER
DATE CONCRETE SAYPlED
LOCATION OF CONCRETE PLACEMENT
E. R. ANDERSON
KIBO BUILDING
6
B-8067
KITSAP READY MIX
10/05/94
INSPECTOR JIM
RETAINING WALL LINE 5. FOOTINGS LINE C & 7
LOCATION SAMPLED FOOTINGS
NO. YARDS PlACED 9 of
MIX DATA:
CEMENT 5 SK. TYPE
ADMIXTURES MICRO-AIR
TRUCK SAMPLED 3
~!b. 02197
TIME SAMPLED 2: 15
I tv IT
MAX. SIZE AGGREGATE 7/8"
AMOUNT 4 OZ/YD
3"
SLUMP
REOUIRED SLUMP 411
WEATHER
AIR CONTENT
REQUIRED AIR N I A
N/A
CONCRETE TEMP.
AIR TEMP.
700
660
OVERCAST
REQUIRED
28
DAY STRENGTH 3000 PSI
COMPRESSIVE STRENGTH TEST RESULlS
CYL NO. LAB. NO. DATE TESTED AGE UNIT LOAD P oSJ.
6 A 10/12/94 '. 7 2640
6 B 11/02/94 28 3960
-
6 C 11/02/94 28 3820
6 D 11/02/94 28 3580
CERTIFIED BY:
L
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GENEAAl TESnNG lABORATORIES ~ '~ .~'
lAB MANAGER '
..
.. '
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General T esting Laboratorie~, mc.
1897"JN A,,~ ~"E. P.o. B..s 1;86. P.wuY-... "\t'.N.incrt~\-4Kli~
n.. HAA1' c::o.....,
c:ntIODU:r
, !f'.IIHII ,:
, 'CONCRETE TEST REPORT,
CLIENT
PROJECT KTRO RTTTT nTNC
CONTRACTOR CLIENT
CONCR~ SUPPUER KITSAP READY MIX
DATE CONCRETE SAUPLED 10/07/94
LOCATION OF CONCRETE PLACEMENT
. .
REPORT NO.
NO.
7
B-8067
E. R. ANDERSON
INSPECTOR GWS
FOOTINGS LINE C BETWEEN 8 & 10
LOCATION SAMPLED
NO. VARDS PLACED 5
MIX DATA:
CEMENT 5
ADMIXTURES
LINE C @ 9
of 5
K - 3 TIME SAMPLED 1 :45
TRUCK SAMPLED
INIlOICE lb. NA
SIC. TYPE S /B II *
NONE SHOWN
MAX. SIZE AGGREGATE
AUOUNT
CONCnETE TEMP. 7 20
ASiEMP. 680
4"
SLUMP
REOUIRED SLUMP 4 "
WEATHER
AIR CONTENT
REQUIRED AIR
REQUIRED 28
* TAG MARKED TYPE III CEMENT PROBABLY WRONG
DAY STRENGTH 3000 PSI
COMPRESSIVE STRENGTH TEST RESUOS
CYL NO. LAB. NO. DATE TESTED AGE UNIT LOAD P .5.1.
7 A 10/14/94 L- 2400
7 B 11/04/94 ZL- 3800
7 C 11/04/94 ?L- 3650
7 D 11/04/94 2L- 3760
CERTIFIED BY:
GENEAAl TESnNGlABORATORlES ~~. .~
lAB IWfAGER
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.......
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projeCt: ](llP Bldg. 35\5 """",,1 \oh!Y - B""",t\:J)O
"E. R. Anderson - Q-rigi!\3.l
:J(lO-\2Oth 1<_ fi',. Bldg. 2, suite 2\1
'Bellevue, w.. 98005
citY Of B~ 1\tlilding uepat-"'
286 4th St-reet
B-rere-rton, w.. 983\0
Kitsa!' BeadY W>t - \ (j)pY =tet<! Rel"ttS
1? 0 1301t. 853
B-rerert.on, w.. 983\0
A!rN~ Ua:rryl Lindsley
"
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B 8067
. ....~
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OWNER .. " J
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TEMP. 0 at
Oat
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PM
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THE FOLLOWING WAS NOTED:
~
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WEATHER
~r
_NT AT SITE
TEMP. ,Oat
Oat
AM
PM
, THE FOLLOWING WAS NOTED:
, -
"~.:.,7?~/e~ ~E:J>Ar 9:.60, ~._ ..,""~ ,~~ ~57S. -r;;srs -rAk.vJ
f::~-;;:;'M.s '1AQ,//J ~ ia.. ~~ -~~~~
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b:ij t.~~~e j UAJ~~ B/ 9110_ aw~'~AJ pUtceJ ~C,\l(.\,TE, Jti!>V'~
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,r;;~ze OdJll~ S/~'5~~I) ftJ:;e.fojj/;"~~~55; ~~ #~c
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GENEIML TESTING LABORA1'ORIES, INC.
/8970 Third A~IIU.NE, P.O. Box /586, PouLrbo, WlShillglOll 98370
1
'~~~CLIENT: Elf IhvlJ~o-/ CONTRACT #: DATE: /I-8--C(fj PAGE .l.OF
PROJECT We.<<:.AXo"v eel. PROJECT #: ,eB33lf REPORT #:
. ... - "
CO~IKACTOR ~~,e. !JNIJerSorJ SUB-CONTRACTOR
-IN-PLACE D~NSITY TEST METHOD: () ASTM D-1556 ~ D-2922 MAXIMUM DENSITY TEST METHOD:
Sondcone Nuclear
....LO
DINlrn'
LOCATION
LA' CUIlYI
YALU.'
'1Ile.NT, I
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MOIITUIlI DIY wr.
WAT.Il.. L",lCUn.
I }&)'(<;;/ t~".3 I tf.l ~ L'~7151
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'CONCRETE TEST REPORT
. . .
REPORT NO.
NO.
9
B-8067
Ct.IENT E R ANDERSON
PROJECT KIBO BUILDING
CONTRACTOR CLIENT
CONCRETE SlJPPUER KITSAP READY MIX
OATECONCRET'E SAMPlED 10/11/94
LOCATION OF CONCIErE PlACEMENT
INSPECTOR
FLOOR SLAB
JIM
LOCATION SAMP1.ED
NO. YAROS PlACED 122
UIXOATA:
CEMENT 5 SK.
ADMIXTURES NONE
MIDDLE LOWER LEVEL
of 160
TRUCK SAMPLED
JJMllIE }i:). 02309
I & II
15
TIMESAMPt.EQ 9:30 A.M.
MAX. SIZE AGGREGA1"E '7/8"
AMOUNT
typE
SLUMP 4 1/4"
REQUIRED SLUMP 5"
WEATHER OVERCAST
CONCRETE TEMP.
AIR TEMP.
640
480
AIR CoNTENT NA
REOUIRED AlR NA
REOUIRED
28
CAY StRENGTH 3000
PSI
'''l>O!qf'~-ORl.lS
~ I~ ' 'Vi
COMPRESSIVE STRENGTH TEST RESUOS
CYL NO. lAB. NO. CATE TESTED AGE UNIT LOAD P .s.L
9 A 10/18/94 7 3120
q B 11/08/94 28 4700
9 C 11/08/94 28 4530
q D 11/08/94 28 4600
csm~ED BY:
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'CONCRETE TEST REPORT
cuENT E R ANDER!;ON
PROJECT KIBO ,RUTT .nTN~
--. '
. .
REPORT NO. R
NO. R-ROfl 7
CONTRACTOR CLIENT
CONCRETE SUPPUER KTT!;A P RRA nv MTY
DATE CONCRETE SAYPLED lO/ll/Ql..
LOCATION OF CONCHETE PlACEMENT
INSPECTOR
FLOOR SLAB
11M
LOCATION SAMPLED
NO. YARDS PlACED
UlX DATA:
CEMENT 5
ADMIXTURES
EAST END
56 of 160 TRUCK SAMPLED
I!lQOItE lb.
17
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SIC. lYPE
NONE
T F. TT
MAX. SIZE AGGREGATE 7 I R II
AMOUNT
SLUMP
3 1/211
AIR coNTENT NA
REOUIRED AIR NA
CONCRETE TEMP. "l.. 0
AIR TEMP. h." 0
REQUIRED SLUMP 511
WEATHER OVERCAST
REOUIRED 28
DAY STRENGTH 3000 PSI
CONFOR~~S
COIIPRESSNE STRENGTH TEST RESULlS
CA TE TESTED AGE UNIT LOAD P .5..1.
10/18/94 7 2900
11/08/94 28 4340
11/08/94 28 4320
11/08/94 28 4510
-
CYL NO. lAB. NO.
8- A
8 B
8 C
8 D
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Project: K.IBO Bldg. 3515 Arsenal Way - BrE'lllE'rton
E. R. Anderson - Original
30G-120th Avenue NE, Bldg. 2, Suite 217
13ellevue, WA 98005
City Of Bremerton Building Depart::nent
286 4th Street
Bremerton, WA 98310
Kitsap RPady Mix - 1 Copy Concrete RPJXlrts
POBox 853
BrE'lIl?rton, WA 98310
AITN: Darryl Lindsley
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B 8067
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18970ard Ave. N.E., P.O.90x1586
"poulsbo, Washington 9~10 ".' .
: DATE
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B 8067
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Project: I.<IID Bldg. 3515 Arsenal Way - Brerrerton
E. R. Anderson - Original
300-12Oth Avenue NE, Bldg. 2, Suite 217
Bellevue, WA 98005
City Of BrE'1l:erton Building Depar1::nEnt
286 4th Street
B.teJrerton, WA 983 10
Kitsap Ready Mix - 1 Copy Concrete Re{X)rts
POBox 853
Brenerton, WA 98310
ATIN: Darryl Lindsley
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FEB 0 '7 1~~:5
BREMERfON
BUllOING DEPARTMENT
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Poulsbo, Washington 98370
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Cityof BremertoI\,
BUILDING: 478-5281
DEPARTMENT OF CO NSTRUCf ION
AND LA,ND USE
PLANNING: 478-5275
Building Department
Request for Issuance of Certificate of Completion
TO: Building
~usiness License
~Engineering
, \
PI ase review this request for a Letter of Completion to be
issued to the following structure and return to this Department
by ASAP ____0 Thank you.
~ire
/.t.~lanning
'-v--i)ttr
tJk.J r af f i c .-'Jai"Yt# 11 77
~ water/Wastewater
Permit Technician:
Bonnie Krause
Date_~li(22------
*****************************************************************
Address of Building
Building Owner
___-1.512_ ArsenaL~L
____~IBO (BiJ!:,~E.2~~l_____________
Nature of Construction
New Warehouse
Contractor
___-!.:Q32-Bu=LJEin&.______
Seattle Realty Inc
Name of Building
Permit :#
1487~~085 __
9/10/93
Permit Date
Type of Construction
Square Feet
..
13,960
*****************************************************************
~ , ,...
Conunents:
. ..
,
-----------------------------------------------
Approved __ Disapproved _ By:_________________Date__________
Cityof BremertoIt
BUILDING: 478-5281
DEPART~IENT OF CONSTRUCfION
AND L.A..l.'\ID USE
PLANNING: 47S-5275
Building Department
Request for Issuance of Certificate of Completion
TO: Building
Business License
Engineering
Fire
Planning
Traffic _j:J,'Jo't #11 7'7
water/wastewater
Please review this request for a Letter of Completion to be
issued to the following structure and return to this Department
by ASAP ____0 Thank youo
Permit Technician:
Bonnie Krause
Date
2/14/95
*****************************************************************
Address of Building
BUilding Owner
3515 Arsenal ~
KIBO (Bill Sch2~1__________
Nature of Construction
New Warehouse
Name of Building
__~-9- Bui:J4in&.______
Seattle Realty Ine
Contractor
Permit Date
14872, 16085
9/10/93
Permit #
Type of Construction
Square Feet
13,960
*****************************************************************
1"
Conunents:
"
-----------------------------------------------
Approved __ Disapproved __ By:_________________Date_____________
PUCET POWER CONSERVATION
-,-, -'"",
~ _.c...~
NREC Information
JURISDICTION Ci ty of Bremerton
PERMIT #
16085
\
\
,
Certificant of Occupancy Date
Applicant Name
Bill Schourup (KIBO Building) by E.R. Anderson Co
Applicant Phone
(360) 453-:-8717
Project Name
KIBO Building interior remodel (add office)
Project Address
3515 Arsenal Way, Bremerton, WA 98312
Construction Type
I!dl New
I!dl Addition
I!dl Alteration
I!dl Change of Use
Permit Type
I!dl Envelope
I!dl Lighting
I!dl Mechanical
Square Footage
Project Valuation
Facility Type
I!dl Office
I!dl Grocery
"' I!dl Warehouse
I!dl School (K-12)
I!dl Restaurant I!dl Hospital
I!dl Retail I!dl Other Health
I!dl , !{~l~gous I!dl Parking
IF1l Otl,,,,r
Building Inspector ,
SPEIIW ABa certi
I!dl yes
I!dl no
/
~ .~
l ~\JtY 1)J~
tY~v "{
/
Send the above infoq
Puget Power
P.O. Box 97034 OBI
Bellevue, WA 980m
Att~: NREC
For questions regarding this form, caTr46Z:'~~'U"""r -. __ ,93.
ft
Puget Sound Power & Light Company PO Box 97034 OBC-08N Bellevue WA 98009-9734 \..1
Cityof BremertoIl
BUILDING: 478-5281
DEPART~MENT OF CONSTRUCfION
AND L.A,.i.'\ID USE
PLANNING: 478-5275
Building Department
Request for Issuance of Certificate of Completion
TO: Building
Business License
Engineering
Please review this request for a Letter of Completion to be
issued to the following structure and return to this Department
by ASAP Thank you.
Fire
Planning
Traffic -"""'i6n-t #~ /T
Water/Wastewater
Permit Technician:
Bonnie Krause
Date
2/14/95
*****************************************************************
Address of Building
Building Owner
3515 Arsenal \'@L.
KIBO
(Bill Scho~l__________
Nature of Construction
New Warehous~__
Contractor
__~2- Buil~ing
Seattle Realty Inc
Name of Building
Permit :It
1487~, 16085
9/10/93
Permit Date
Type of Construction
Square Feet
13,960
*****************************************************************
Conunents: /\1' ~,(., ~~ h:~q... A-f -fh;L.:f;_e'~,
g...~lf~.J-I,/L..b~~~__Jg.!!.1:?k;~-..?_!~:LLa:.dJ!J./J~___________-_----
Approved ~ Disapproved __ BY:~________Date~J$~€______
Cityof Bremerto1l.
BUILDING: 478-5281
DEPART~IENT OF CONSTRUCfION
AND L.A..I.'ID USE
PLANNING: 478-5275
Building Department
Request for Issuance of Certificate of Completion
TO: BUilding
Business License
Engineering
Fire
Planning
Traffic -~n-t #~77
water/Wastewater
Please review this request for a Letter of Completion to be
issued to the following structure and return to this Department
by ASAP Thank you.
Permit Technician:
Bonnie Krause
Date_--1Ll~22--____
*****************************************************************
Address of Building _____ 3515_Arsenal-~
Building Owner KIBO (Bill Scho~l_______________
Nature of Construction New Warehouse
Name of Building
___ KIBQ. Bui12in~
Contractor
Seattle Realty Ine
Permit Date
14872, 16085
9/10/93
Permit #
Type of Construction
----------------------------
Square Feet
13 ,960
*****************************************************************
Conunents: If.-Ik76e fiA~-( i-f-~~ ~5--r ,U?;.J/!. t pap 4::. ~Ve::.r&Lf?
~7'~f?-fftlO.uJ~_-,___f2EJ:l~J./d.f:_..ftl. 6(J~?12..~J?E~g__<;PNO,:zpJ5
P Ulo",J r;.
By :~~~ate__.5.:_d..:.-2~_
RECEIVED
Approved 'b
Disapproved _
FEB 1 5 1995
Dept. ot Public Works and
Utilities
City of Bremerton
J
t'
&
BUILDrNG: 47&-5281
Cityof Bremertol1.
DEPART~IENT OF CONSTRUCfI8NE ,... t:::
AND L.l~'ID USE .. ,., fi ~
FEB 1 4
Building Department CITY Or . r 7995
BReNit'''. ,
'\ fUr"
Request for Issuance of Certificate of Completion
PLANNING: 47&-5275
",...
r~'
TO: Building
Business License
Engineering
Fire
Planning
Traffic .- {<:1m #1171
water/Wastewater
Please review this request for a Letter of Completion to be
issued to the following structure and return to this Department
by ASAP Thank you.
Permit Technician:
Bonnie Krause
Date
2/14/92-___
*****************************************************************
Address of Building
Building Owner
3515 Arsenal ~
KIBO (Bill Sch2~1__________
Nature of Construction
New Warehouse
Contractor
___ KIB2- BuilEing
Seattle Realty Inc
Name of Building
Permit #
1487~~085 __
9/10/93
Permit Date
Type of Construction
Square Feet
13 , 960
*****************************************************************
Conunents: NtJ'l ~VEftf Q.oStE ~ J~__Cf2}1/lr:rm \J)11.f
-LY_~~_~Yt\_{R_~~~D~~t - __~Ij_'rE__~~ ~____
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Approved __ Disapproved~ BY:~___Date-iZiif.-S" _
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aCT 1 2 1SQ2
BREMERTON BUILDING DEPARTMENT
PERMIT APPLICATION
DATE:
BUlLDJNIJ Ut,PAHTMENr
21 Sept 1992 , 199
TO BE COMPLETED BY
26 Sept 1992
, 199
Ot-mER
CONTRACTOR
3515 Arsenal Way
LOCATION OF JOB
New Bu il di ng
FOR
ENGINEERING COMMENTS/REVIEWED BY ~~
,
R/~.t/:r--tJ/-W/I'Y Pe~JI'7lr KE~/ReD# 70 M~".v ""'OE~~
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CITY OF BREMERTON BUILDING DEPARTMENT
PERMIT APPLICATION
DATE:
7-13-, 1992
TO BE COMPLETED BY
7-l'n-
1992
Ri 11 <:(,~Q'Irllp
OWNER
OI'Y'1el
CONTRACTOR
3515 Arsenal Way
LOCATION OF .rOB
FOR grading permit 2500 cy
ENGINEERING COMMENTS/REVIEWED BY ~~
I'Ve' ~;rcJR/-t A../.HT6:..e S/7"/fLt..... /:;>~ /.:?LLc;rvV'.eD /W ..bKJ"J/N ~I'.J TO rJi)JI'tCeWf
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Cityof Bremerto1l.
BUILDING: 478-5281
DEPARTl\'IENT OF CONSTRUCfION
AND LA..l.'lD USE
PLANNING: 478-5275
Building Department
Request for Issuance of Certificate of Completion
TO: Building
Business License
Engineering
Fire
Planning
Traffic .- ~/"Yl f:k117'T
Water/wastewater
Please review this request for a Letter of Completion to be
issued to the following structure and return to this Department
by ASAP ____. Thank you.
Permit Technician:
Bonnie Krause
___Date
2/14/95
*****************************************************************
Address of Building
Building Owner
___ 3512_ArsenaL~
KIBO (Bill Scho~l__________
Nature of Construction
New Warehouse
Name of Building
___ KIBlL BuilEing,
Contractor
Seattle Realty Inc
14872, 16085 ~,
9/10/93 0f/~ (I.
-------- '~
Type of Construction ~ ~~
Square Feet 13,960 ~ '.'"';' J'~~. ^. .. . -
~O/A1.,:(liol "'.....'0..,
*************************************************'~~*%t***~*** **
~P4 '1/1
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Permit i
Permit Date
Conunents:
/)
---------------------------------~~~~/
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Approved _~isapproved __ By:
Date~:L.s.=-.=-7's:.
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BUSINESS LICENSE
OR REGULATORY LICENSE
BREMERTON, WASHINGTON 98310
To All ro Whllllt these Presel1!s Sheil! Come, Greetings:
f'l:1] person j company named hereon is authorized to engage in business within the City of Bremerton pursuant to
Ordinance 3898 oj tile B,M,C, as amended,
l
LICENSE NUMBU=; / OWNER
."
9904
1995 BUS LIC
15218
AIR DATA EXPRESS, INC.
525 S FRONT ST
SEATTLE WA 98108
BUSINESS SITE
525 S FRONT ST
SEATTLE WA 98108
ISSUE DATE:
EXPIRATION DATE:
12/20/1994
12/31/1995
LICENSE FEE
PAYMENTS
DUE 12-15-94
30.00
30.00
.00
CODE
TYPE OF LICENSE
BUSLIC BUSINESS LICENSE
1995 BREMERTON BUSINESS LICENSE
/) !~D/~
I Ii.! / h1tj (J1U4?--'
;' ,',' ~(U-{ IPI v
Tax an1License Official
-r:-!!~' !,ICTNS::= MUST Ri :-'(~)::;T:-'D It\J PUC[ !C VW\N
Cityof BremertoIl
BUILDING: 478-5281
DEPARTl\'IENT OF CONSTRUCfION
AND LA.l.'ID USE
PLANNING: 478-5275
Building Department
Request for Issuance of Certificate of Completion
TO: Building
Business License
Engineering
Fire
Planning
Traffic .- ~IYL #~ 7'T
water/Wastewater
Please review this request for a Letter of Completion to be
issued to the following structure and return to this Department
by ASAP Thank you.
Permit Technician:
Bonnie Krause
Date_~l~J2--____
*****************************************************************
Building Owner
3515 Arsenal Way-
KIBO (Bill Scho~l______~..::.:-__
Address of Building
Nature of Construction
New Warehouse
Name of Building
Contractor
__~-9- BuilEing _______
Seattle Realty Inc
Permit i
14872, 16085
9/10/93
Permit Date
Type of Construction
Square Feet
13 ,960
*****************************************************************
Corrunents:
.......--"'\
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j?;;/7s-
Approved __ Disapproved
~~~
BUILD, [N~~~l r5':J
~~ ~p
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<:o~ ~,
0,$'"
~~~' Request
'-;\ rn @ rn 0 WI rn --:-
CityofBremertOI\. ,DJ
, ,1 FEB I 6 1995 " ,! ;-
DEPARTl\'[ENT OF CONSTRUCTI~J~ , PLANI'IN6:~47B-5275
, AND Lfu~D USE !' r
'BREME,RTON FIRE DEPARTMENT I
Building Department
for Issuance of Certificate of Completion
TO: Building
Business License
Engineering
Please review this request for a Letter of Completion to be
issued to the following structure and return to this Department
by ASAP ____. Thank you.
Fire
Planning
Traffic _~in ~~77
water/wastewater
Permit Technician:
Bonnie Krause
Date
2/14/92-___
*****************************************************************
Address of Building 3515 Arsenal W~
BUilding Owner ___KIBO-0Lill Sch,s:t!:!.~l_________
Nature of Construction New Warehouse
Name of Building
____ KIB2- Bui:@in&.______
Contractor
Seattle Realty Inc
Permit Date
14872, 16085
9/10/93
Permit t
Type of Construction
Square Feet
13 , 960
**********...*.........*...:~*...*...........*..*****.****.***
Comments: e q;s---r- eA.Jl) 3~s- __fl2d 0 Y
if
-------------------------------------------
----Date-5;;I;Z;s:-
APprove~isapproved __ By.____
~7ife _ ~
______'7""'_",- --_..~----"- ~'''.-'
H;<'/;"_"_'~
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---'~-'-' -~_.._~--".._.'-~
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FILE COMMENTS
SITE ADDRESS:
J
05) 5 _)(~a ~.J APP. NO. qQ2 Pc- fo 5 g () /
~ l {) 0 NO. PLANS \..3
OWNER:
TYPE OF CONSTRUCTION
SQ. FTG.
acC. LOAD
VALUATION
PLAN CK.
BLDG.
SRCHG.
FEES PAID:
PlBG.
MECH.
OTHER
ROUTING:
DATE DATE
SET # SENT RETURNED
APP. WI NOT
APP. COMMENTS APP. REVIEWER
.... ';';":'.v ... ........~:'.:.. ,:.;:.}..,:,:{,::;:;
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DATE COMMENTS
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B U I L DIN G
D E PAR T MEN T
B REM E R TON
PER M I T
~--------------------------------------------------------------------
---------------------------------------------------------------------
[ ]
[X]
[ ]
[X]
[ ]
( ]
Addition (] 10 Final [X]
;~~~iX;~i~J;~-- - ~ ~~~~:71J- -- --- --- - ~~~~~~~~ - ;;~-- -,~-; ~ ---0~/ -(~~-~iq-~ . '
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
Building Contractor:
,'....,
Contractor
Street
City
Phone
Representative
State License #
City License #
Nature of Work:
13,960 square foo
Building Valuation
Council District
Construction
Type
Residence
Business
other
New
Repair
Remodel
'\
09/16/1992
09/10/1993
Applicati~n Number 92AP05801
Permit Number 14872
Project Group
3515 ARSENAL WAY
KIBO
3515 ARSENAL WAY
BREMER TON
(206)
First MI
state WA Zip 98310
BILL SCHOURUP
SEATTLE REALTY
[ ] Grading
[ ] Move Building
[ ] Mobile Home
Phone(206)
Phone(206)455-22~1
\
] Sign \ [] Pa~i'ng
] Burning \ [] Underground
an Cl ear \, [ ]/~mol i tion
'\
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------------------ - ------------
f
building shel: VP~
~~h+
Prftl ~ ,pN
fl~vr7
$ 2 7 20 Ou ;vu-n-----
7
Census Tract
Sq Feet
Inspections
Required
Zoning
Type
Foundation
Framing
Insulation
Plumbing
Mechanical
Wallboard
[X]
[X]
[X]
(X]
[X]
[X]
Status
Code
to.
B REM E R TON
BUII...DING
D E PAR T MEN T
PER 14 :r T
====~==~=~~=~~============~~====:===================:================
Application Date
Issue Date
Assessor Acct #
Si te. r..ocation
Owner - Last Name
- street
.- ci ty
- Phone
o'..".Tenant. 's Name
Agent's Name
Architect's Name
[X] Building
[ ] Mechanical
[X] Plumbing
.
,
01/05/1995
01/17/1995
222401-2-037-2004
3515 ARSENAL WAY
SCHOURUP (KlBO)
PO BOX 1060
'1~RACYTON
(206)
MICHAEL SHAFFER
[ :I Grading
r J Move Buildinn
[.' ] '"
Mobile Home
Applicat.ion Number 95AP08339
Perroit Number 1608S
Project Group
First BILL M!
I
state WA Zip 98393
Phone(2:06)
Phone(206)453-B717
[ ]
[ )
[ ]
[ J Paving
[ :] Undergroun.d
[ ] Demolition
1
Sign
Burning
I..and Gl ear
-----~---------~-~-~---~----------~---~-~-------~~-------~~--~-~---~-
Building Contractor:
Contractor
street
city
Phone
Representative
state License #
Ci t.y r...i.cense #
E R ANDERSON CO
300 120TH AVE NE
BELLEVUE
(206) 453-8717
MICHAEL SHAF.FER
ERANDC*221Nl?
BLDG #2
state WA Zip 98005
Expiration Date 08/18/1995
Expiration Date
Nature of Work:
office construction (512 sq ft addition)
I
A,PPROVED PLANS AND SITE PI,AN MUST REMAIN ON SITE AND
AVAILABLE FOR INSPECTION.
Building Valuation
$27500.00
Cou.ncll District
---------~--------------------~~---~-------~-~----~--------~---~-----
\,
Constnwtion
Type
Census Tract
9
Sq ~"eet
Inspections
Required
Residence [ ] Zoning Foundation [Xl
Business [X] tl'ype Framing [X]
Other [ ] Insulation [X]
New [XJ Plumbing (X]
Repair [J status Mechanical [ ]
Remodel [] Code ~allboard [X]
Addi tion [] .'1 ) 12 l"ina 1 rXl
_ _ _ _ _ _ _ _ _ _ _ ~ _ _ _ _ ,..,tI- .A. _ _ _ _ _ _ _ _ - ..I J _ _ ._ - - -' -" .. .. - _ .. - <- .- -, - - - - -, - - .. - -, f': ,- Ii "' ~ :, - : -. .-
::::~::~_~~_________~_~________ A~:::~_~~='~_m__
-----~-~---------~--~~--------------~~~--~-----------~--~---------~--
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B U I L DIN G
D E PAR T MEN T
P L U M B 1. N G
l? E R M I T
A P P LIe A T ION
-------------~---~--~-~-----~------~----~--~----------------~~~------
--~~~_~_~______~_~_~_~__~_~_____~~_~_________________~~______~___~~_.4
~pplication Number 95AP08339
Contractor
street
city
Phone
Representative
state License :#
Ci ty i,i cense :#
E R ANDERSON CO
300 120TH AVE NE
BELLEVUE
(206) 453-871'1
MICHAEL SHAFFER
ERANDC*221NP
BLDG #2
state WA Zip 98005
Expiration Date 08/18/1995
Expirat.ion Date
..
2 Toilets
Bathtubs
2 Basins
Showers
Kitchen Sinks
Dishwashers
Laundry Trays
Clothes Washers
1 Water Heaters
1 Urinals
Drinking Fountains
Drains
Slop Sinks
Water Piping and Alterations
Interceptors
Hose Bibb
Lawn Sprinkler
Private Pools
Public Pools
Bui 1 ding Se'Vler
Gas Pipe
Roof Drain
Private Hot Tubs
publ i'c Hot Tubs
Other Options
------------~-------~--~----------~----------~-~--------~------~----~
----~---------~----~~-~~~--~-----~---~-----~-----------------~-------
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CON D I T ION 8
o F
PER M I T
------------~-~----------~---~~-~------------~------------~~--~-~~---
_._~--~----~-----------~~--~--~~~-~~~-------~----~~-~---~-----~-~--~--
Application Number 95AP08339
Permit Number 16085
SPECIAL INSPECTOR REQUIRED FOR ALL ENERGY CODE COMPONENTS
(INCi,UnING INSULAT!ON, IiIGH'I'ING, AND HVAC) IT IS THE
- RESPONSIBILITY OF THE PERMIT HOLDER TO PROVIDE DOCUMENTA-
TION OF INSPECTION APPROVAL BY CERTIFIED ENERGY CODE
INSPECTOR PRIOR TO COVER OF ANY ENERGY CODE COMPONENT.
ENGINEERING.... .
1) Sidewalk to be constructed through driveway per City
of Bremerton standards.
2) Owner to work with puget Power to insure edge of power
pole greater than 2 feet from back of curb and guy wire
is not in sidewalk.
3) Right of Way permit required from EngiPBering, prior to
construction.
FIRE. . . . .
1) 12u address required.
2) Extinguishers required.
3) One storz adapter.
4) One knoK box required.
5) Hydrant required within 150' of all exterior walls.
6) Access roads and working hydrants shall be installed
prior to any construction above the foundation.
7) Pi re protection systems must pompI y wi th UFC, NFPIL
UBe, and
,required)
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-;-l
C\Q N D I T ION S
o F
PER M I T
===========================~================~=~~=~===~==~=~=~~==~====
Application Number 95AP08339
Permit Number 16085
~-~-------~----.---~--------~-~----~----------,-------------~~--------~
WA'r:&~R. . . . .
Separate irrigation meter recommended, sewer charges are
calculated from water use at meter water main plans have
been reviewing, approval pending submittal of revised plans.
.,.. ,Sewer service to Rodgers & Constitution Ave is feasible
with private easement alternate to Arsenal Way & Marion Ave.
BUILDING. . . . .
1) Approved with revisions.
----~-----~----~~~~~~-~------------------------~-------~-----------~-
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RBCIIPT . 088174
8 REM E R TON
II U :r [., DIN ,G
t',,;,", .
Bu,:i I ding
62-:)22,1001
p J uml:d:o.9
62-<~22, 100~~
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stnrz Adapter
34-388.1000
Sales of Maps/Pubs
16- :Hl. 5000
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KIBO
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D E PAR T MEN T
* This Is, Not APet'\td, t *
Pel":mi. t, Fees
S 27 L 50
$
5:2.50
other Fees
$ 118,64
$ .00
~{,on:tflg ~'ees
Amount Paid
$ 271,50
s
52.50
$ 324.00
~~~%~=~~====~=====~=~=~
$3?4,OO
ft
L,
;1atl 1" 19
P hm Check Fees Amount Paid
$ 116.48
$
$
24.3ft
'4..38
==~=:==;:=:=:===~~M=~=~
$ 200.86
62-345,8300
:;
24. :38
1; 1:13.14
$ 128.64
$ 4,50
G(~n Payment
ot: he r ,Fees
Enet'qy Charge
st sIc
643-237 .l~"l.
Total Fees $
Amount Paid $
Prtcn~ Payment $
~~;~:z:~~Z+=
651':$.00
4a1.5~~
116,48
;:r~:::t C.t ~::: ~ t:.~:z;:;;
Fla I an(:e Due
$
.00
On 0 1/1'71199~~
For # 95APfHn39
_~.fe.!~~~~~'Jflll-
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.
NonCE - It is the respcnsibility 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 agai.nst any and ail responsibility or liability connected. with the construction.
I hereby certify that I have read and ex.amined 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 local law regulating construction or the performance of construction.
Signature
Date
I certify that I am exempt fro m the requirements 0 f the state contractor' s registration law, under See. 3.
Chap. 126, laws of 1967.
/~ /7,- c;!7
Date Permit Number
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B REM E R TON,
BUILDING
,D EP ART M EN T
PER M I T
A P P L I CAT ION
==========~==-~=========='====~========='====~=.=======~================'=
Application Date
Issue Date
Assessor Acct #
, Si te Location
Owner - Las~.Na~e
- street
- City
- Phone
Tenant's':Name
. Agent's Name
~rchitect's Name
[X] ,Building
[ ] Mechanica I
[X] Plumbing
0+/05/1995
. '
Application Number 95AP08339
Permit Number '
Project Group
3515 ARSENAL WAY
,SCHOURUP
PO BOX 1060
TRACY TON
(206)
First BILL
MI
state WA Zip 98393
Phone(206) .
Phone(206)4Sj-8717
MICHAEL SHAFFER
[ ] Grading
[ ] Move Building
[ ] Mobile Home
[ ] Sign
[ ] Burning
,[ ] Land Clear
[ ] Paving
[ ] UndergJ:"ound
[ ] Demolition
. " .
------------------------------------------------------------~---------
. . .. .
Building Contractor:
Contractor
Street
City
Phone,
Representative
State License #
City License #
ER ANDERSON CO
300 ],20TH AVE NE
BELLEVUE
(206) 453~8717
MICHAEL SHAFFER,'
ERANDC*221NP
BLDG #2
State WA Zip 98005
Expiration Date 08/18/1995
Expiration Date
Nature of Work: 0
Office construction (512 sq ft addition}
APP.ROVED PLANS AND SITE PLAN MUST REMAIN ON SITE AND
AVAILABLE FOR INSPECTION.
Building Valuation
B?SoO
' ~eoo. 06
Council'District
, , '
~-------------------------_._----------------------~--'----------------
Census Tract
Construction
Type
1
Sq Feet
Inspections
Required
Residence [ ] Zoning ,Foundation [X]
Busin~ss [X] Type Framing [X]
Other [ ] Insulation [X]
New, ['X] Plumbing' [X]
Repair [] Status Mechani~al [ ]
Remodel [] Code Wallbo~rd [X]
Addition [] 12 Final [X]
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'Application Number 95AP08339,
Contractor
street
City
Phone
Representative
state License#'
City License #
E R ANDERSON CO
300 120TH AVE NE
BELLEVUE
(206) 453~8717
1<<,1 CHAEL SaAFFER ,'"
ERANPC*221NP
BLDG #2
State WA Zip 98005
Expiration Date 08/18/1995
Expiration Date
2 Toilets
Bathtubs
2 Basins'
Showers
Kitchen Sinks
Dishwashers
LaundryT!:'ays ,
Clothes Washers'
1 Water'Heaters
1 Urinals
Drinking Fountains
Drains
Slop 'Sinks
Water Piping and Alterations
Interceptors
Hose Bibb
Lawn Sprin~ler
Private Pools
publ ic Pools.',
Building Sewer
Gas, Pip~
Roof Drain
Private Hot,Tubs
Public Hot Tubs
Other Options ,'"
--------'-------------------~------------------------,-----------------
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APPucANT: 0 OWNER U8J CONTRACfOR 0 OTHER:
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SIn: ADDRESS: '3 S" IS-$.. "5,c;j/p t..
OWNER: 3 / c.. c 5' <- hbv~c.J P
CONTRAG1'OR: 8..)Co #-"v~S eN c.e. '
CONTRACfOR LICENSE #eR~ 4iJ.- Oe..- '2..1-./ A/?
. CONTAcrPERSON:J.)6~L.4.5
hI<' c../1Y!R1') -~ ~
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COUN1Y ASSESSOR PARCEL I: tE, 1 Z '1 cr cf-
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ADDREss: f'/?..11-<.""7'bIJ, 98! C;y - ,.C~ <:)
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ADDRESS:, :3e::t:...<-e:y~_ tA..J~ 9c50Cj'S
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,EXPfRA110N DATE: 8//& / 95'
CONTACfPHONEI(t..c:>Cc.) c../)'s-871 7
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o SFR 0 DUPLEX
o SIGN 0 DFMO
aa NEW 0 REPAIR
o MUL TI..PAMTLY l2?[ BUSlN~S 0 OTH~~:~".
o MOVE BLOC. 0 MOBILE 0 GRADING(yd,):
D REMODEL D ,ADDITION 0 OTHE~:
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INTENDED USE:~v'K...'~ ;Je-/<J.-->Ic.. t? ZONINC CLASSIFIC\T!ONf.:z-:r=: COUNCIL DI~ICI\_~__
NATI1RE OFWORK ~ROPOSED: o'Fri<:::...E ~IJ 5"7'R-VG 71 c:vJ 4 j ?-a...<.., oJ:.
,4- n:iJ~-;: /~?/<()Vf:Z~;-, ~ .~ ~ 7)~J+ ~KP;?'e-5"5
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SQUARE FOOTACE: , O....llillf,. Ca"sc:
T Lu~etn:ore ~J ++8 "S~. r-r.
4X1
Fot'De artment Use O,d
:ii4)~ii,VAt.ttATl.('.H\f~i;\i2::;i;Y:PfA:'N;:Rm1~, ' "'ltl[ii }~8W~KJ~l.l~~t[tam\1t;ii,i~~; ~\;ffi!G\irstJRmiRGi..Si#:~m; ;ig~tft!~;r.rQ.r;(t;;~ES':W
$ --D I"~ ' $ $ ENERGY: $50.00 $
~ ~ STATE: $4.50
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Applications for ~kh no permit is issued within 180 da}'$ following the date of application shall expire
Hmitation, and plans and other data subm.itted for review may thereafter be returned to. the appJi~nt
destroyed by, the b~ilding official. The buUding official 'may extend. the time for attion by the' appUant f(
period not exceedin,g 180 days on request by the applicant showing that ch:~mstanc.es bqonq the control of
applicant have pr~nted action from being totken. No. application sball be c:nended more than once. In orde
repew' .action on a~l application after expiration, the applicant shall resubmit plans and pay a new plan revieW !
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I here"l certIfY that the above in
APPLICANT'S SIGNATURE-
. Qrrect to the best o/my knowkdge,
DATE: / z... /2,.13 /9 cr '
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APPLIC)\NT: DOWNER [RJ CONTRAcrOR 0 OTHER:
COMMENTS: I( /1$0 '6 L IJ <$. - 4.?... 7J?1-1"'rl- E. x?l2-err-
SITEAbDM$S~ 3sT I S- ~ 5c}..J4 L.
OWN~R: 73/(... '-; J c:::::::. 't!:!?...uP ~.
CONTRACTOR! e, /<. ~ab1. ")/)1-1 ~.
CONTRACTOR LlCE~SE #~t!/? ~-.4-,.J - [)~Z.I IV?
OWNER PHONE#__,4'Z.b~ 7 7 31._~ 8888
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RD. r.?c::>)( /0(;0
ADDRESS: 'T/Z....4<::. ...,,7btJ 9/B~9 y- / O~O
~oo - /2..0 ~ ~tt..~, 1t.J., e,
ADDRESS: 1?~{..~t/ve-lI'- e:v.4-. 9B'~
EXPIRATION DATE: t!5 I,~ 8 / 9 S _._
CONTRACTOR PHONE tf{~~ 1 ~~:Js 71 7
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,NO::":,::::::::':,::-:::}roEOF::EQOIJ!MENT;,<::i:~:::\!;;::,:::::l/~FEE::::,:: +:NQC:: \/9f~P::::+iFi~!:FrYPEip F"FIxru RE:X:i:i:':;i;i:::t::it ,,::;.Ff:.E
RANGE '
WOOD/PELLET STOVE
GAS FURNACl;. btu 1:
CONVERSION BURNER bntJ:
UNIT HEATER btu's:
~...~Oll.ER bht't,'~
GAS PIPING
EVAPORATIOt-r COOLERS btu's:
AC UNIT btll}:
HEAT PUMP : btlts: t(ms:
REHEAT eox bru's:
AJR HANDLfNG UNIT btu's:
E.XHAUST FANS
RANGE HOOf? (residential)
RA.:"IGE HOOD (commercial)
~H.f.S DR)'F.R - ._
INCINERA1'OF,
1------.
DUCT AtTERATION
, -TANKS typ~.':'7'-
I REFRIGERATI~)N UNIT
OTHER.! i
MECl-lANIC..AI:PE"RMIT FEE
$15.00
Z- WATER CLOSET
BATHTUB
'Z. LAVATORY
SHOWER
KJTCHEN SINK
DISHWASHER
LAUNDRY TRAY
CLOTHES WASHER
WATER HEATER
URINAL
DRJNKING FOUNTAIN
FLOOR SINK OR DRAIN
SLOP SINK
WATER PIPIING & ALTERATION
CREASE TRAPI1NTERCEP'rOR
HOSE BleaS
LAWN SPRINKLER SYS'fE.:vf
-
SWIMMING POOL
BLDG. SEWER (rnobiL:J moved house) _
ROOF DRAINS
OT~ER: . ~[~
PLUMSINC PER..\1IT FEE OS.OOor 4.50)
1--'
c=
/
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MECHA.~ICAL FEES:
PLUMBING FEES:
TOTAL FEES:
APPLICANT'S SIGNATU~ ~'~
7;)OUG,L.#'S ;<I<~ 5"00
_DATE: / ~/z8/9'T
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H R E M IE n 'I' {) ~N B U I J:. D J N G
HECEIPT :I 088147 '* This "is Not A
Eu) Iding
62-:322,1001
Plml'lb:l..
"322.1003
Permit Fees
$ 1.50
A,fi1ount
$ 52,,50
storz Adapter $
34- ;:,H38 , 1000
z
~==3====~Q~==:=~=======
$ 324,00
(,,,,
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Recei
~~t'CHn :
!:R Andel:'I;;or~ #38659
t *
D E PAR T M R N T
.1an 09, 1995
.00
id
plan Check ,F'ees Amt.'rl.mt Paj,d
$ 176.48 S 176.48
$ 14.38
====z;:=:c====~====:===
$ 200.86
62~'345. 8:300
Ch'!!) Payment
ot Feem
,F.neq;y Cha.rge
state S{C
643-- 237 .l:~
Tot.al Fee,JJi;
Amount PE'.Iid
Prior Payrrlen't
Balallce Due
On 01/09/1995
F'cl!" #95AP08:~39
$ 176.48
$ 25'1.2tl
$ 4.50
......_""'. ~ ""'1 <''''. ~~... ,- ,-
-"''' ",.... ~... ",.< .""" ..... "'''' '-'" "..,
$ 786,64
$ 176.48
$ .00
;~~
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\
Application Date
Issue Date
Assessor Acct. #
Si te {,ocation
bwner Last Name
- street
- city
- phone
Tenant's Name
Agent's Name
Architect's Name
(X] Building
[ ] Mechanical
[X] Plumbi.ng
,C
01./05/1995
Appl ica.,tion Number "95APoa,339' '
Permi t Ntunber "" '
projec~ Gr.oup
3515. ARSE:NAL WAY
SCHOURUP
PO BOX 1060
TRACYTON
(206)
First BJ~L MI
state WA Zip 98393
'Phone(206)
~Phone(206)453-8717
MICHAEL, SHAFFER
[ ] GradinQ
( ] Move Building
r. ] Mobile Home
[ ] Sign
( ) Burning,
[ ] l..and Clear
[J Paving
[ ] Underground
I: ) Demol i tion
--------~----~---------------------~------.--------------'---------'----
Building Contractor:
contractot.
street
city
Phone
Represel1tati, ve
state License :It
City License #
E R'ANDERSON CO
300 120'l'H AVE N'E
BELLEVUE
(206) 453-8117
MtCHAEIJ SHAFFER
ERANDC*221NP
BI.DG #2
state WA Zip 98005
Expiration pate 08/18/i99~
Expiration Qate
Nature of Work:
Office construction (512 sq ft addition)
, APPRO", ED PLANS AND SITE PI.AN M,UST, REMAIN ON sr,TE AND, r)' . /, "
), "',' AVA!LABLE FOR INSPECTJO~ ,) I , , h' ,', .?' /5'"t?:Jr:.
,r,' , /;;2// ttcBv-..ea5 '~i' -<J E-, ~r-, ~ 1,-<. -;) Rys rR.J ", ,,' ,_ ~ ;
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-- - ~.- ---- - - ---- -- - - - - - - -- - - - - - -..;: -- -- - - -- -- ,-- - - - - -~~- - - ----
CouDoil District 9 Census Tract
Construction eq Faet Inspections,
Type Required
Refddence [ ] Zoning Foundation [X]
Busi.ness [X] Type Framing [X)
Other r 3 Insulation [X]
New '(X] Plumbing nn
Repair [ ] ,Statu.s Mech~nical [ )
Remodel ( ] Code Wallboard [X]
Addition [ ] 12 F:tnal [K]
:-~~' :.1;:::::: :;:t,::::::::;::-::;::;;;;::: ::::;;::::::::;::::: ::::::::: :::;~:::::::::: ::;;:::::: =:::::::::::::: ::;::::::::::::::;:::::::::::::::::;:;::::::::::::::::::::::::::: ::::::;;::;::::: :::::::::::::: :::::;:::::::::;;.;:;;:; ::;:,::::;:;=
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,Appl ication Number 95AP08339:,
Contractor
street
Ci.ty
Phone
Representative
$ t a.,t e t"i c ens e,. "
cityt,i canse # "
E R ANDERSON CO
300 120TH AVE ME BLUG #2
BEl,I~EVUE
(206) 453-8717 state WA
MICHAEL SHA~;'Fr.1r',:-~~'"'-
E~ANrlc*221N'P,' ~~"', 'Expira:t;,ion
" \ .
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" ""I
2 Toilet.s
Bathtubs
2 Basins
Showers
Kitchen Sinks
Dishwashers
Laundry Trays
Clothes Washers
], Water Heaters
1 Urinals
Drinking Fountains
Drains
Slop Sinks
Water Piping and
Interceptors
Hose Bibb
{,awn Sprinkler
Private Pools
Public Pools
Building Sewer
Gas Pipe
Roof Orain
pri va.te Hot ,Tubs
Public Hot Tubs
Other Options
Zip ,98005, ,
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Date, 08/18/19'95
Da t e \
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fIre ~xfingoisher plan will be
requIred with this project, ,to
comply with UFC standards. '
Premise Id~ntmeQtt, , ' '"
aO,d 8MC standardso~~eqlJlt'l:!d tei UFe
. If'tAOch min'
, ,/mum.
Access roads and . " " ,
" h Wonrng hYd '
,s all be installed ' , rants
Al terat1onSCOnstruclien ab Prior 10 any,
, eVe Ihe foundar '
, Ion.
Submit all plans to the
Sremerton DCD, Permit center '
, ,.
lCnox b ' '
, OX M k'ey leek 'b " , '
,,' to UFC d ox reqoir~
',', an BMC stahdol"ds..
Hydranfs renoire Sto'
.., rz adapt .
QCGordance with BMr. ers m
, \l. stGndQrds,
, ,
~=====;==:==~==:=======:==============================~==;===========
# ,
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Fire profeciionsysfemsmust comply
with Uf(, NFPA, use, cnd BMC
_doeds, Plan ~e'(jew required.
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==:=c;~=~==~~==~o===~==~ ======~=~=~==~=====:===~===~~====~===c~:==:~
Appl i.catio:n Number 95AP063:~9
Permi. t l\Jumber'
Pro j~ct Gr~:lUp
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Appl.i. ('jat.:i"on Data 01/ OS/ 1995
Issue l:late ~... II I ~ 7
AsseSlflor Acet:l d., 0< 'to - ~j.O 8 - ,J.tJOL.j
81 ter"ocrat:i?rJ , 3~15 ARS,:a:NAI, WAY~'
Owner - ll~u'H'; Namee$-I"UOUlHJP. k/Bo
- street PO BOX 1060
t y TRACY.'l'ON
- Phone (206)
Tenantls Name
Age:n,t t sHam€'!
· Archi tee t; 's Name
[X] Bu:Udinq
[ '-1 M,eehani(~a 1
[X] plumbing
First BItL HI
St.te WA Zip 98393
M I GHAE:f.. SHAFFER
1?hone(206)
Phone(206)453-8717
[ ] Grading
[ ] Nove Building
[ :I Habi) e :aome
Sign
Burning
l,a,nd C] eB r:
r. ] Paving
( ] Underground
I: ] DemoH t ion
f. 'J
[ ;1
[ J
""'" --' ..~ ......,_ _ __ ""'/" """ _ _ ."", "w> ""', ..... . """"..-. '-<- _ _ ....., ....... "...,..." ~"" ""'" _. __ _...... _, '.... _ _ _" ."". _ .,.Iot ..... ".,.. ...... _"""", "'''' __ ___"..,. _ ,,,,,. """ ,.,.~ -. ...... .-...... _ _ _ _ _ -... _ ....,.. '..... ..",.. ,~ ..... '.....
Building Contractor:
(~orlt r..c'l",or.
St ret:o\'t
<:::it.y
. Phone
'ttept:esentative
s't. t. e l.i censf.l' :I
OJ. ty t.icense I
it R ANDERSON CO
300 120'J!H AVE NE
BEJ..t.EVUE
(2(6) 453-8717
M I GHAEI, SHAWFER
ER.ANDC*2?clNP
Hl,DO :1:2
ate WA Zip 98005
Eipiration Date 08/18/1995
l!:xpirati,on Dat.e
Nature of Work:
','Office construction (512 sq ft addition)
AJ?PROVED Pf,.ANS AND S tTE PLAN MUST REMAIN ON SITE ANn
AVAn:..AaM~ FOR !NSPECTION.
Sq Fleet
(nspe(~timH.l
.Requi, red
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_, ,.' _ _, ".. _ .'" _ _.' _ _ _. _ _, .' ._ _ _, "'. _, '. ,_ _, .., ". _ ~ _......e, '" ,_ '"' _ ,_ _ ,~ _ ,,_ ... _ ... _ ,_ ,..
Coune:U Dist ct: 9 Ceruuls Tract
c,Ollst:r\Jcti on
1~yp~
[ ] Zordng Foundation un
[X] 'rypef:'~ramin9 [X~
[ ) Insulation [X],
[X] Plllmhi.nq un
[ ] status MBchanic.l [ ]
[ ] Code Wallboard [Xl
r ] 12 Final [X]
::;:; ,~~ Q~:Aft:::p 1:: :;t:r" ,:: t:l17:::: I "6 ~1' qS~~:'~ ;~:;, ~:;GJ t C"l: :.r:;;e;v~ fiJe.s ~ t ~~q;:;:;, ~~ ~::: ,;:: :;::::::: ~~
.. I~I IJ /2,fQr
l~e~d
ihll!:d. n e as
O-t; he:r
New
R €'!pai 1."
R .m(H~, e 1
Addition
'<'- ~ =-~_.,
~.~^u_ ~ ~_~_'-,~'
-------'''~--~ ,~,--~., ~~~~.,'- --~ ,.~~~,..,....,......".....-.--.,-.-~ ._--,~
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B R B M B R TON
R U 1 L DIN a D E PAR T MEN T
l? L U M BIN (J
PER M [ TAP P LIe A T ION
=~====;=:=====:===~~==~=:~~=====~====~:=====;==~===~=u~~==========:~=
Cont.ractor
St.reet.
Ci.ty
Phone
Repn'!~H'r)tati ve
stat.e I..i.cense i
City 1.:ice:r.H'lE' #
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1\pp l. i ca,ti. on Number. 95AP013339
Jt: R, ANDEl:R SON GO
:SOO 1 ?'OTH lWF. NI!~
l:1:Ki.. I. :fl:VUF:
(206) 453'"8717
M I CHAEJ... SH,
fo:R,ANDC*:>' ~ l.:.~,
fH,OG #2
State WA
--
Zip 98005
'f'~"'". .
~,:'" 'EkPl rat-lon, nat.e 08/18/1995
F;xp:i:r~tion Date
'2 Toi.let.s
Bathtubs
? Basins
Showers
Kj,t("jh~n Sinks
Dishwashers
I.ilunch:y Trays
Clothas Washer.ul
1 Wa,t:,ev:' ,Heat.er.'s
]. U:rinals
Dri.nk 1. ng Fou,n t.a. lntS
Drai,ns
Slop Sink.$
Kater Piping and AJterations
In t e,t'cept. t':H:'S
Hose Bibh
(.awn Spd.nkler
Private Pools
Public Pools
Building S~we:r.
Gl':l.S P.:i.pe
Ro()f })rai n
Pr:brlil.t<~ Hot. Tubs
PubLi c Hot 'J'ubr,1
Other Opt.:i.Qns
==~===~=~~=====:=====~=~=~=~===:==;=========~~=====~~===:====~===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
. Agent's Name
Architect's Name
[X] Building
[ ] Mechanical
[X] Plumbing
01/05/1995
Application Number 95AP08339
Permit Number
Project Group
3515 ARSENAL WAY
SCHOURUP
PO BOX 1060
TRACYTON
(206)
First BILL MI
State WA Zip 98393
MICHAEL SHAFFER
Phone(206)
Phone(206)453-8717
[ ] Grading
[ ] Move Building
[ ] Mobile Home
[ ]
[ ]
[ ]
Sign
Burning
Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
---------------------------------------------------------------------
Building Contractor:
Contractor
Street
City
Phone
Representative
State License #
City License #
E R ANDERSON CO
300 120TH AVE NE
BELLEVUE
(206) 453-8717
MICHAEL SHAFFER
ERANDC*221NP
BLDG #2
State WA Zip 98005
Expiration Date 08/18/1995
Expiration Date
Nature of Work:
Office construction (512 sq ft addition)
g~o~~~o
A+lECEI\'ED
JAN 131cr5
~ ~,_ ",""I n.""
Dept. 01 r "'-:.:: ,--
Utlhtllii
City of Bremerton
APPROVED PLANS AND SITE PLAN MUST REMAIN ON SITE
AVAILABLE FOR INSPECTION.
Building Valuation
Council District
---------------------------------------------------------------------
Construction
Type
,'.
:':;'1
Residence [ ]
Business [X]
Other []
New [X]
Repair []
Remade 1 []
~A i.t' []
~ ~ /
, ;q'J
\"\ 1~
9 Census Tract
Sq Feet Inspections
Required
Zoning Foundation [X]
Type Framing [X]
Insulation [X]
Plumbing [X]
Status Mechanical [ ]
Code Wallboard [X]
12 Final [X]
------------------~~=~==============
BeR EM E R TON
B U I L DIN G D E PAR T M F. N T
P L U M BIN G
PER M r TAP P LIe A T ION
=~====;===========~=================================~~===============
Application Number 95AP08339
'.
Contractor
Street
City
Phone
Representative
Sta,teLJce'n::u'!/'
dityticense"#'
E R ANDERSON CO
300 l20TH AVE NE BLDG #2
BELLEVUE
(206) 453-?717 state WA Zip 98005,">" I
MICHAEL SHAF"F:f.lf'::-:--
E.p.ANnc*221N'l?-c "~~", E'xpi~ ra,t,ioil Date, 08/18/19'95
" '.' \', ''E'~'i ra;td,J~n Date'
. -
:<~ <>" ~.. ',,,,- '2 <,{
..... ~-
i' 'liaf 1 eta
Bathtubs
2 Basins
Showers
Kitchen Sinks
Dishwashers
Laundry Trays
Clothes Washers
1 Water Heaters
1 Urinals
Drinking Fountains
Drains
Slop Sinks
Water Piping and
Interceptors
Hose Bibb
'(.awn Sprinkler
Pri vate Pool s
Public Pools
Building Sewer
Gas Pipe
Roof Drain
Private Hot Tubs
Public Hot Tubs
Other Options
\..
-~,
Fire extingUisher pian will b
" d e
req,ulre with th!s project, to
comply with UFC standards.
Premise Identirleat
and 8Me standard Ion ~@q!JI"~d Id UFC
S, 6 lOch mini
mUm.
Access roads and W k"
or Ing hyd
shall be installed' rants
Al t era t i onsconstruction ab hPr/.:>r 10 any
aYe I e faundar
lOll.
Submit all plans to the
Bremerton OeD, Permit center.
Knox box . Ke r
to UFC Y ock box requ/rflfl
and 8Me standards.
Hydranfs re~uire Storz ada .
C1cacrdance with BMG: pters 11)
s1r;;mdardl,
==========:==~==========================:============:======~========
.s&~ Fire Fro~edion system~ musf comply
7e( eeJbA 1(0",\ ME 'ft:..e,. ~CO^^ M€.."'\De,{) I 5 .e\iU€L ~c.:s wit:"j UfC, r-:f?A. ua:, end 8MC
f\1e.e: CArt..L..r..J1.. 47.eo pt2C;/V'\ 1AiA-7"€.e... (.)sE.. @. MtE-re.t<... *o.C:ar:ds. Plan ~e'(jew re9uired.
WA7€.e. ,,^-A{,.J. p~ i-I~ ~ ~/L:-'t...lG? / 11f1f'M4L P4J.PM6 ~ ;::;;
jCJ13^"",~ CJ1Z e.eV/$a;> fL-ANS ~ /1 Y
;)eVJ~ seev/Gt: 7"0 (2c06.~ ~ al'NSTI"f'/.J,7/ClJ ;t\t~ is r~16tL jA.{.17"~ pR.IVA,-re ~~
IU...-r&eNItce. Rev7"&. 15 70 Ae.s~ (;\J4'1" ~ M~~ A~,#";
I4l1f?<Ncp:
~~ S~? 6/&; -7"6::;/ ~
/-/7-75
- - - - - - -- - - -. ..--, - -- - - - -------".--~---..,..".,..--~------..-- .;:~----:;- - ---:-:--.- -~ - - - -
LETTER OF TRANSMITTAL
ESM Inc.
34004 Ninth Ave. S. , Bldg. A
FederalVVay, VVA 98003
Phone: 838-6113 or 927-0619
DATE: 12/2/94 IJOB NO. 265-14-910
ATTN: DAN EISSES
RE: ARESENAL WAY SITE FOR KIBO CORP.
TO: CITY OF BREMERTON
PUBLIC WORKS
2864THSTREET
BREMERTON, W A 98310
VIA: Courier
X Mail
Pick up
RECE'VED
DEe 06 1994
CITY OF BREMERTON ENGINEERS
WE ARE SENDING YOU:
X Prints
Copy of Letter
Other - REPORTS
Plans
Change Order
CAD Disk
Original drawings
COPIES DATE NO. DESCRIPTION
-
2 12/1/94 ARSENAL WAYROADIMPROVEMENTS
-
-
-
THESE ARE TRANSMITTED as checked below:
For approval
X For your use
As requested
For review and comment
For your signature
REMARKS AS YOU REQUESTED, WE HAVE REVISED OUR PLANS FOR THE CONSTRUCTION IN
FRONT OF THE SITE, FRONTING ARSENAL WAY REVISED PLANS INCLUDE CONCRETE CURB AND
GUTTER AND CONCRETE SIDEWALK ALONG THE MAJORITY OF THE FRONTAGE. AT THE EAST END
OF THE FRONTAGE, WE WILL INSTALL EXTRUDED CURB AND AC SIDEWALK IN THE TRANSITION
THIS WILL ALLOW FOR ANY FUTURE EXTENSION OF THE CURB, GUTTER AND SIDEWALK
IF YOU NEED ANYTHING ELSE, PLEASE CALL.
COPY TO: BILL SCHOURUP
SEATTLE REALTY
SIGNED:
I,
-
~ ~/ /<. ( eo RUlo)l i,;[f)-=-_ =-__~m -- __mm .. .-
New __>~-cf. ?L~_~"/~vJ__,_,________1
-
___ ______ _0 SI!:>~w~Lk.. ~ ~€ Cb,,~-re<.J~~ ~~ '
+0 ------------------,--------~-,--------~-~~--,------
L:>~'ue.w~ ,~' c...\~ ~~'htte3)~ '
- ----- __________._____~____L_~~__~_~_______.____._~______~______~_______
_,______ ~___ tJu/,v't~_ytt>_____uNJ~1::. ____~!__rL__,_I:~_~~T _?~EL _'-_
_________ ~ t'N.!>c.J~ ~~~__~, €.t2~ff__~~_______________
___~--'-- '-_~~ vJ~~t::J ~___e. ~,c;J'<;~~-g'~-----_
_____________~ .: ~q~AJ _____..z__J~JE:l___~-------,6AcZ--- CJ~________.._____~'
~______ _____ ~ u ~)3--_----,~~p,---_---~C/ ~ _~~_~ ___~f________.._~___
- '/'? ~-r /~______:s;~_~~~_c__________.._,__,_____,___________..___
-----------.. -, -,------'-------'--..--~--------'-'-------I----'---..-------:;!ii----~--~--------
,______~_ r '~: ", ~ ~A-?/ -r /:~I///<;:'J . <:) ~
( -- ___,____u,_______,_________ -------,----,- 1_=--/,_'-:-,- --r-- -----,-
, ~ 7;L -----,--
_______ ~-~~/~~!:. ~--:.----- ?~t?/.__~__~~__~~----
\' F-
~------,-----------,-c_------------,..---------------(!L~---'--,---
; ~"_ __ _I."
~~;~ ~_~___Jjl~~m~. ~=
;f ...__ _ ,~... ,.,~^- 1.J.. ~ i1.J...,.- /. '~ -- J.. A ......~ b-2.L- 1!:1./
--------~---~--- ~------~~~---------~~-~.-~--------~----.-~~--~tJJ?L~~----------
v J~ 1\ ~' (_ ' J/ ,/",
~-------,---- :-,---,..----L15:>______~--, , ____ __ ____, _____...___1RP ~~__
:12 ' '~ fu I ~
------,---,-- - ,~-CZ_----~----, - - - ------~--- '--~ --, - -----~--__
-------~.. -~--~--, , __.., _ _~___c:;_~Ll~~~ ~
" (
J(2!-!_i:/' -_-~-~~--,_j_-.r:-----~~'-~ ____~_____
-. ~~--~._>I',g,..~~... ~~_._-
BREMERTON BUILDING DEPARTMENT
286 FOURTH STREET
BREMERTON, WA 98310
478-5275
CERTIFICATE OF COMPLETION
I
I _,
This letter certifies that the building, structure or portion thereof, as described
below, is completed and has met the requirements for final approval pursuant to the
Building and Fire Safety Codes, as adopted by the Bremerton Municipal Code for
the City of Bremerton that are applicable to this project. Furthermore, the building
is ready for occupancy.
Work as defined in building permit #14872 and 16085 has been completed at:
(Shell only - Warehouse)
3515 Arsenal Way
Bremerton, W A 98312
The building, structure, or portion thereof as defined above passed final inspection
on November 7,1995.
SCOTT O. ERICKSON
Building Official
DATE
~
" R E HER TON
9.;) - S:gg
~~2
PER M I 'I'
B U I L -D I N G
D E PAR T M ~ N T
A P P LIe A T ION
===============================================~"==:===================
Application Dat~
.rU:JlH~ Dut~
AU:J~::l::lor Acct #
site Location
Owner - Last Nam~
- Street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[ 1 Mechanical
[ ] Plumbing
Building Contractor:
Contractor
Strl1e::t
City
Phon",
Representative
Stat.e License It
City License #
09/16/1992
3515 ARSENAL WAY
KIBO
3515 ARSENAL WAY
BREMER'l'ON
(206)
BILL SCHOURUP
Sl<:A'l"l'LE REAL'l'Y'
r :I Grading
[ 1 Move Building
[ ] Mobile HOlTle
SEATTLE REALTY
700-l00TH AVENUE
BELLEVUE
( :> 0 t:i) 4 !l ~) - ~ 2 11
BILL SCHOURUP
SEA'I'TI 1( 212BH
Application. Number 92AP05801
pt::'uld t. NUlIlbtH:
PnJ"je::ct Group
First MI
State WA Zip 98310
Phone(206)
Phone(206)455-2211
[ ]
[ 1
[ ]
[ ] Paving
[ 1 Underground
[ ] Demolition
Sign
Burning
LiWd Cl ear
N l!: 8 U I 'n: 10 4
Ututu WA ZiV ~"q04-510
Expiration Date 08/19/1992
Expiration Date
Nature of Work:
13,960 square foot building shell only ~~~
~ vJ(y1/(:;~~: (~ftte.~-~-9'J-) .
_lo-A (. IF- 'flttb?vrf' ~ '!Z> j)77U~ ~ k~ JVIrt{ WtJ)
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~~~:~~~~-~::~:::~~-~------_:~~~~~~:~~---~~~-~-;r-:--i-----
Council District 7 Census Tract ~~
Construction Sq Feet I,$'I,~'Z- Inspections
Type Required
Residence r ] Zoning Foundation [X}
Business [X] ~ Framing [X]
Other [ ] In~ulation [X]
New [X] Plumbing [X]
Repair [ ] Mechanical [X]
Remodel [ ) Code Wallboard [X]
Addition [ ] 10 F'inal (X]
~ =====================================================================
I __~$=-__. q ~c) L~_~________________
~/_- '
Ci ty of Bremerton
NOTICE OF ACTION TAKEN J
APPLICANT:
K.I.B.O. Corp. (Agent: Bill Schourup)
SUBJECT:
New 14,720 sq. ft. office/warehouse building with
accessory parking and landscaping.
LoCnnON I
3535 Arsenal Way -- south side of Arsenal Way,
west of Marion Avenue in West Bremerton.
Tho City of Bremarton has taken rocant action
on this matter, as described in this NOTICE.
Please direct any questions or requests for
additional information to the Bremerton Planning
Division, 286 Fourth Street, or call 478-5275.
DATE OF ACTION: December 1. 1992
DEADLINE TO FILE APPEAL: 'pe~ember '14. 1992
ACTION TAKEN BY: 0 City Council
[] Planning Commission
~ Director of Community Development
o Other:
ACTION TAKEN: . 0 DENIAL
o APPROVAL
~ APPROVAL with the following conditions/modifications:
If the City needs to utilize the Arsenal Way ROW, the
landscaping placed within the ROW will be relocated
on si te~' ~s per requirements of the zoning ordinance.
CITY OF BREMERTON
ANALYSIS AND DECISION
OF THE DIRECTOR OF COMMUNITY DEVELOPMENT
REGARDING:
KIBO SITE PLAN REVIEW
(FILE# SPR-04-92)
*************************************************************************************
SUMMARY
1.
APPLICANT:
KIBO Corp. -- Bob Scholes
c/o ESM, Inc.
3400 9th Avenue S. #A
FederalVVay, VVA 98003
2.
BUILDING PERMIT NUMBER:
Application #92AP05801
3.
PROPOSAL:
New 13,960 square foot building for office & warehouse with
accessory parking.
4.
LOCATION/PARCEL SIZE:
South side of Arsenal VVay west of Constitution
Avenue near the corner of loxie Egans Boulevard in
VVest Bremerton.
5.
REQUIREMENT:
Zoning Ordinance Chapter X, Section 6 [Site Plan Review] requires
a Site Plan Review for all land use and development proposals
involving residential structures of three or more dwelling units and
all non-residential uses and structures.
FINDINGS
1. PROJECT DESCRIPTION: Office (9,120 sq. ft.) and warehouse (5600 sq. ft.) building
with accessory parking lot (55 spaces) on a 1.27 acre
(55,266 sq. ft.) parcel.
2. COMPREHENSIVE PLAN: RESIDENTIAL 7-15 Units/Acre (medium density), but is
next to INDUSTRIAL designation to the west, across loxie
Egans Blvd.
1
I'
3.
ZONING:
-IP -- Industrial Park-
LOT DEVELOPMENT REOUmEMENTS:
Required
Proposed
Front Yard Setback:
20 ft.
50 ft. min.
Rear Yard Setback:
20 ft.
20 ft.
Side Yard Setback:
15 ft.
20 ft. (east)
+ 70 ft. (west)
28 ft. (approx. max.)
Height:
30 ft. (to 80 ft. w/PUD)
Lot Coverage:
50% Allowed
27% (approx.)
Landscape Plan:
YES
SUBMITIED
Parking:
Lot -A- features:
Office: @ 1/300 sq. ft.
Warehouse: @ 1/2000 sq. ft.
Total required: 33.4 spaces
Total provided: 55 spaces
5. Landscaping on the north (front) of the subject property will be provided in a seven foot
strip within the Arsenal Way ROW, as well as along the front property line.
6. Exterior signage has not been proposed at this time, and is not part of this Site Plan
Review.
7. CRITERIA FOR SITE PLAN REVIEW:
Bremerton Zoning Ordinance Chapter X, Section 6-B includes the Criteria for Site Plan
Review. The Director shall approve a Site Plan unless the Director makes one or more
of the following findings with respect to the proposed development
1. The bulk, height, location, or placement of structures or the intensity of uses of the
proposal would:
a. Be detrimental to other development in the neighborhood; or
b. Result in loss or damage to unique natural or topographic features of the
site that are important to the quality of life in the City.
2
2. The provisions for vehicular and pedestrian circulation and parking on the site and
on adjacent streets would:
a. Create hazards to public safety; or
b. Result in serious loss of natural or topographic features.
3. The landscaping provisions do not adequately protect neighboring properties from
the development.
4. The Site Plan fails to provide for soil and drainage problems that will be caused
by the development.
5. The provisions of exterior lighting are inadequate or will adversely impact adjacent
properties.
6. The applicant has not set forth a reasonable plan for the private care and
maintenance of open spaces provided on the site.
7. The proposed development will impose an undue burden upon public services
such as sewer, water, and streets. '
8. RESPONSE TO CRITERIA FOR SITE PLAN REVIEW:
The issue of landscape buffering was raised during the comment period. Properties to
the east and south of the site are residentially zoned by Kitsap County and have existing
homes on them. The Bremerton Zoning Ordinance Ch. VII, Sec. 4 (K-1) requires that
trees for screening be provided at a rate of 1 per 50 lineal feet of property lines abutting
residential zones. The developer has provided a substantially greater number of trees
for screening than is required by the zoning ordinance. These trees will be 8 foot
Douglas Fir and Canadian Hemlock.
CONCLUSIONS
1. The use is consistent with the Comprehensive Plan. Although the project is not directly
located within the INDUSTRIAL designation, it is in close proximity. The Comprehensive
Plan is designed to be general and not site specific. Therefore, this project is allowable
because of the flexible nature of the Plan.
2. The proposed use is allowed by zoning.
3. The development conforms to the Lot Development Requirements of the IP zone and any
setbacks required in relation to the abutting County residential zoning (R-5MH).
3
"""l
.
4. More than adequate parking has been provided on site (33 required -- 55 provided).
Therefore, if the City needs to utilize the ROW that is to be landscaped as part of this
project, there is enough room on site to relocate any landscaping that may be displaced.
DECISION
Based upon the above Findings and Conclusions, I, the duly appointed Site Plan Review Official,
hereby APPROVE the above-referenced proposal identified as File #SPR-04-92, subject to the
following condition:
1. If the City needs to utilize the Arsenal Way ROW, the landscaping placed within the ROW
will be relocated on site, as per requirements of the zoning ordinance.
~~j'-I ;&-
DONALD L PRATT
Director of Community Development
~rlrqr;d-
Date '
* NOTE:
This administrative decision may be appealed to the Bremerton Planning
Commission within fourteen days of the posting of this decision.
4
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Permit Number: 1487?
BIIBMBRTON BUILDING DBPARTMBNT
\Inspedlon Report'
Scope of work: BUTT,DING SHF.T,T,
Ad....: 'ARSENAL WAY, 3515
OWner: KlBO
Contractor: SEATl'LE REALTY
Inspecdon card/approved plana on site
Footings: requirecl. steel pJaoement
Food...: ftlquirecl. width Ie depth
. Bearing soil (soils analysis if applicable)
COMMENTS:
Pbone:
Pbone: 455-2211
POUNDATlON
Setbacks '1' <..
Walls: requirecl. steel plaammt
Walls: aequired size
Special inspector (when A>
, ~.:C. ~ .,;:-~o/~
/~/K '
/;,/~~~7"
~ Sf
'r~ ~ q-/iil.:rc.f
FOOTINGS APPROVED:
r-e~~
7:r:~
WALLS APPROVED:
PIIAMING
Plumbing Ie mechanical approved
Floor joiSb and beams/proper dearalKlC to earth
Foundation venb
.Anchor bolts: nub Ie wuhen in plaCle
Floor joiSb: size &: span
NotdUng Ie drilling: joists &: beams, studs
Exhaust fans: where aequired
Whole house fan, outside' air int3lra each bedroom
Range hood.
AU -vent raminations: windows Ie property 60e
Windows: meets egren requu~...entll
Windows: safety glazed where aequiml
Stairs: headroom dear:uwe
Fileblocking: W3II to a:iling. funed walls every 10'
Fire bloddng: tubs/showas
Fire bloddng: stuff holes top &: bottom plates
Wd braang
T l'UBIleS: spec:s, braang
Attic ventilation
Shear nai6ng
~-~ ~ /,,~?~
~ !f7V ~/~ :z., 7-~.>
COMMENTS:
APPROVED:
ENBRGY COOB COMPLlANCB
Insulation: proper fastening
Bottoua plat. Glu.lL.d. to &on
Electrical boxes gaslreud or cauW
COMMENTS:
UNDER FLOOR/FOUNDATION INSUlATION APPROVED:
WAlL INSUlATION APPROVED:
CEILING INSULATION APPROVED:
MECHANICAL
,...coated
heartb.
COMMENTS:________________
GAS PIPING APPROVED:
FURNACE APPROVED:__
OTHER APPLIANCES APPROVED:
DWV Be water piping under test
DWV: proper sizing
DWV Be wata' piping: proper support
Vent tenninanon
Wata' supply: proper sizing
Wablt heablt: ga~valve on cold wablt supply
Wablt heablt relief valve drain to outside
R-lO pad underwablt heabltwhen required
Gmue lin tors: where uired
uired
COMMENTS:
LLH ...
-r "",,"c::;. { __
~Je.v'7 r~ k~ (4.-e ~~
9-l..?:-1'~
PLUMBING GROUNDWORKAPPROVED:___PLUMBING ROUGH-IN APPROVED
SBBBTROCK
nails-8" o.c. vertical plane
_12" eM:. hoftz. pIane(1I2") 24" eM:. fnming
saews-12" o.co vert. plane(1I2")-24" o.Co framing
saews-l2" o.Co horiz. plane(5/8")-24" o.Co framing
saews-l2" o.Co horiz. pIane(5/8")-24" o.Co framing
Dnftstops whae required
Wabltboard wb.ere tequired (~ on ceiling)
COMMENTS:___
SHEETROCK APPROVED:
~/~
I/Lrl1t~
FINAL
Plumbi Be mechanical
Smob detKtors where
File ran maintained
. 'VVhen uired
COMMENTS:
FINALAPPROVED:_
~-'~'--'--"'--'--'-"~'<"""""""'-'----"--'-~,------:'"~----="""",
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D E PAR T MEN T
PER M I T
---~------~---------------------------------~----~---~~-~----------~-
_~~~~~__~______~_______~~____________~~_____~___~____________K_~_~~~~_
A,pplication Date
Issue Date
Assessor Acct #
8i te I.,ocation
Owner - Last Name
- street
,- Ci ty
~. Phone
Tenant's Name
Agent's Name
Architect's Name
[X) Building
[ ] Mechanical
[ ] Plumbing
Building Contractor:
Contractor
street
City
Phone
Representative
state J...icense #:
city License #
Nature of Work:
Fire alarm system.
12/27/1994
01/17/1995
222401-2-037-2004
3515 ARSENAL WAY
1<180
3515 ARSENAL WAY
BREMER'rON
(206)
Appl ication Number 94,P.P08317
Permit Number 16086
Project Group
First
MI
state l>lA
Zip 98310
Phone(206)
Phon,e(206)
[ ] Grading
[ ] Mqve Building
[ ] Mdhile Home
[ ]
[ )
[ ]
Sign
Burning
Land Clear
[, ] Paving
[ ] Underground
[ ] DemQlition
CUSTOM HOUSE INC
PO BOX 3407
LACEY
(206) 491-6320
St.ate ViA
Zip 98503
COSTOHI06H..7
Expiration Date 06/27/1996
Expiration Date
filOR INSPECTIONS CALL FIRE DEPARTMENT 478-5384
Bui.lding Valuation
Council District
Construction
Type
$4100.00
7
Census Tract
Sq Feet
Inspections
Required
\
Residence [ ] \ Zoning Foundation [ ]
~
Business [xl Type Framing []
Other [] Insulation [ ]
New [ ] Plumbing []
Ran..'].' r ["'J st t M l.- 1 [ ]
"'v'" '(1 US ecuardca",
Remodel [] Code Wallboard [ ] 1
..::~:;:::~:::~};~~~~~~~:~,~~:::::~;~::~~.~:~~: .~
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'. ~o."..------_._-'-"-'------,.------~_"~~o.~,__~____",,_______~.,,"_~,_:_~:_-----o--,_-::..,
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BUIJ~DING
D E PAR T MEN T
CON D I T ION S
OF
PER M I T
-------~~-----~-------~---~--~~~-~---~-~-----------------~,~----~-~---
---~~~~~---~~----~--~----~~~--~-~-~--~---~------~----~-~-~~-~~~-~~--~
Application Number 94AP08317
Permit. Number 16086
FIRE".. .
1) Knox box required (w/keys) to UFe and BMC standards.
2) Fire extinguisher plan will be required with this project
to comply with UFe standards.
(Plans to Fire Department)
------~----~--~---------~----------------~~-~~-----------------------
--~----------~---~--~--~---~-------~~~~~~~-~~~-~-~--~-----------~----
,
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NOTICE OF PERMIT REGUlATIONS
This permit shall become null and void if the building or work authorized by this permit is IlOt 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 peri0i 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 pe."ID.it 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 sub~..antiate 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 dbes not presume to give authority to violate Of cancel the provisions of any
other state Of local law regulating construction or the performance of construction.
J.~
,J/717s-
Date'
I cer 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
jlCI'IIIit.Qac
_ __' -7----
-1; /'
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@ITY OF BREMERTON
if
tl
Gateway to the Olympics and Home of the Puget Sound Naval Shipyard
BREMERTON BUILDING DEPARTMENT
December 29, 1994
A-rrrJ - J kmES l-o':>S:::1I
Custom House Inc
PO Box 3407
Lacey, W A 98503
Re: Application #94AP08317 ~~Sl'fi' ~
After further review we find your application to be incomplete, We require the following
additional information:
1) Need updated battery calculations to match the newest set of plans,
2) Permit may not be issued until the tenant improvement permit for
3515 Arsenal have been applied for.
For further information, please contact Bonnie Krause at 478-5275.
~~
Director of ComnlU ty Development
DLPlbk
239 4TH STREET . BREMERTON, WA 98310
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B REM E R TON
B U I L DING
D E PAR T MEN T
PER M I T
A P P LI CAT ION
, ,
, "
=====================================,================================
. '
Application Date 12/27/1994
Issue Date
Assessor Acct #
~ite Location 3515 ARSENAL WAX
Owner - Last Name KIBO
- Stre,et ,3515 ARSENAL, WAY
. - City BREMERTON
- Phone (206)
TenanttsName
Agent's Name
, Architect t s Name
[X] Building
( ] Mechanical
(,] Plumbing
Application Number 94AP08317
Permit Number
Project Group
First MI
State WA Zip 98310
Phone(206)
Phone ( 206)
[ ] Grading, ,
( ] Move Building
[ ] Mobile Horne
( ] Sign
[ J Burning
[ ] Land'Clear
[ ] Paving
( ] Underground
( ] Demolition
, "
---------------------------------------------------------------------
'Building Contractor:
, Contractor
Street
City
Phone,
Representative
State License #
City License #
CUSTOM HOUSE INC
PO BOX 3407
LACEY
(206) 491-6320
State WA Zip 98503
Expiration Date 06/27/1996
Expiration Date
CUSTOHI061L7
Nature of Work:.
Fire alarm system.
FOR INS~ECTIONS'CALL FIRE DEPARTMENT 478-5384
Building Valuation
$4100.00'
, ,
------,-----~------------------------------------------~--------~-----
Council District
,7
Census Tract
Construction
Type
Sq Feet
Inspections
Required
Residenc~ [ ] Zoning Foundation [ ]
Business [X] Type Framing (]
Other [ ] Insulation [ ]
New ( ] PlUmbing (]
Repair (] Status Mechanical ( 1
R~model [ . ] .' Code Wallboard (]
~on (] .' 12 Final (X]
====.=======:============~===.=======~.================~=========~==~===
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W A Q8 ~()30 4,07 ,
y DEPARTMENT OF LABOR AND INDUSTRIES
APPUCANT: DOWNER 0 CONTRACfOR ~THER: fut.1! A~~
SITE ADDRESS: ~?I'i A1.~t,uAc.. LNAt.
COUNTY ASSESSOR PARCEL #:
ADDRESS:
. ADDRESS: R 0. fJ.:;eJc ~o7 ~rJ WA. 1 d2J.3
EXPIRATION DATE: VJ!z7 / q (p
CONTAcr PHONE # ( ZOf. ) <tf/"'(p"$z ()
OWNER:
CONTRAcrOR: u..,Sflhtt ~~LU/l.'~ -)'1'S11i,..,
CONTRAcrOR LICENSE # CtI~1?JH r t2r~,L 1
CONTAcr PERSON: ~E oS, ~E. 'T1
o SFR D DUPLEX 0 MULTI-FAMILY [31illSINESS D OTHER:
o SIGN D DEMO D MOVE BLDG. ' D ,MOBILE D GRADING(yds):
G:JNEW D REPAIR 0 REMODEL D ,ADDITION D OTHE~:
INTENDED USE:
ZONING CLASSIFICATION: COUNCIL DISTRlcr: '
~~~
NATURE OF WORK PROPOSED:
SQUARE FOOTAGE: Dwelling:
Garage: Decks:
For De artment Use Onl
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$ rI (f) D' ----- $ $ ENERGY: $50.00 $
'1 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.
, '1
I hereby certify that the above infprmation is con-ect to the best of my knowledge.
APPLICANT'S SIGNATURE:"\ .. DATE: 1'1.-/'27/14
~ ~ ii ..
-
3AC {-U::> 3A TT = =lY CA _CU _A T 0 \JS
=O~ = ~= A_A~v1 SYST=v1S
PROJECT NAME: 1<. I. B. 0 8t.c;:l::::t.
PROJECT ADDRESS: 6?/~ AIf,~~c... WA-Y.
CONTROL PANEL MODEL TYPE: ?ILJIV T kNJ~JiT
CONTROL PANEL MODEL #:~ 12VDCD 24VDC~
TO: 13IUJI4M..1?J,,)
ATTENTION:
FROM:
Hu.
.
~r.
{gm~ll@llfIi1 .BURGIARY .CCTV
o .FIRE .UCENSED
.HOLDUP .BONDED
SECURITY SYSTEMS .MONITORING .INSURED
@ CENTRAL STAlION - 24 HOUR MONITORING
~-
: 0 0 .
JAMES FOSSETT (206) 491-6320
Commercial PlaI'llSpeclallst Home Ollie., P.O. Box 3407
Custom House,lnc. Lacey, WA 98503
-~------------
..
..
. .
WORKSHEET 1-1
CALCULATING TOTAL BACK-UP BATTERY
LOAD FOR FIRE ALARM SYSTEMS
A B Is IA
ClimENT PER SUB TOTAl- SlS TOTAL
DEVICE DEVICE cu:IRENT DEVICE C~RENT
ALARM ST A IDLE STAruS ALARM STATUS
. OF CURRENT PER
DEVICE
DEVICE E STATUS
TYPE OF DEVICE
0.-100
D. r 2.0
b. 1-40
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2 5230 ANtJ.
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~AN $14o.1E
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10 MID
11
12
13
14
15
16
17
18
19
20
* TOTALS FROM COLUMNS Is & IA SHEET 1-2(/F USED)
COLUMN IsTOTAL DEVICE
A.H.::II AMP. HOURS CURRENT IDLE STATUS O. 'Z- J 02-
Is = SYSTEM, 5T ANOBY CURRENT CQLUMN IA TOTAL DEVICE
Ts= TIME DURATION (48 HRS) CURRENT ALARM STATUS 1. 41"Z
I~ SYSTEM ALARM CURRENT w
TA::II TIME DURATION IN ALARM (5 MIN.-o.0833) F MORE SPACE IS NEEDED USE SHEET 1-2
K::II 1.15 SA TTERY CAPACITY COEFACENT
: ( Is x Ts) + ( IA X TA ) ] x K = A.H.
C).IZl)
o. O~ 0
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O.C>llJ
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TOTAL AMP.HRS. = (p. 0
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B REM E R TON
BUIL,DING
D E PAR T MEN T
!:? E R M r T
A P P LIe A T ION
==================:==~==========~==~===================~~==~==~===~==
,
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Application Date
ISStle Date
Assessor Acct #'
Site Location
Owner Last Name
Street
". Ci ty
- Phone
Tenant.'s Name
Age:nt's Name
Architect's Name
[i(1 Sui 1 di ng
[ ] Mechanical
[ ] Plumbing
12/27/1994
Application Number 94AP08317
Permit Number
Project Group
3515 ARSENAL WAY
KIBO
3515 ARSENAl.. WAY
BREMER'1'ON
(206)
First MI
state WA Zip 98310
Phone(206)
Phone(206)
[ ] Grading
[ ] Nove Building
[ ] Mobile Home
[ ]
[ ]
[ ]
Sign
Burning
l,and Cl ear
[ ] Paving
[ ] Underground
[ ] Dernol ition
~------~--~-----~-~~._--~---~~--~-------~-~---~--~--~-----~--~--~-_.__.-
Building Contractor:
Contractor
street
City
Phone
Representat.ive
State License #:
Ci ty I~icense #:
Nature of Work:
Fire alarm system.
COSTOM HOUSE INC
PO BOX 3407
:r...ACEY
(206) 491-6320
--
\.,
/
sta,€!
Zip 98503
CtiSTOHI061L7
Expiration Date 06/27/1996
Expiration Da,te
FOR INSPECTIONS CAT., I, FIRE DEPART,MEN'I' 478~.5384
Knij~ box" key lock box required
t~ IJfC and BMC standards.
Building Valuation
7
fire extinguisher plan wHl be
required witl, th;s project, to
comply with Ut'C slandards.
Council District
--~~~-~---~-~~~~----~---_.~-~~-~----~-----_.~----~-
Census 'l'ract
( ]
[ ]
[ ]
[ )
( :I
[ ]
Addition [] 12 Pinal [X]
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1~/dl qy , ",
Construction
'rype
Residen,ce
Business
Other
New
Repair
Remodel
[ J
[X]
[ ]
[ :I
[ ]
[ 1
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Sq Feet
'-Inspect.ions
Required
Zoning
Type
Foundation
Fr,aming
Insulation
Plumbing
M.ech,ani ail 1
Wallboard
status
Code
CALCULATING TOTAL BACK-UP BATTERY
LOAD' FOR FIRE ALARM SYSTEMS
A B Is IA
.1. 5lP4 C~'"'
~ 5"l!>o ^~N.
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7
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9
10
11
12
13
14
15
16
17
18
19
20
.. TOTALS FROM COLUMNS Is & IA SHEET 1-2(IF USED)
COLUMN Is TOTAL DeVICE
A.H. _ AMP. HOURS CURRENT IDLE STATUS 0 . \ '\ 0
Is= SYSTEM STANDBY CURRENT CQLUMN IA TOTAL DEVICE
Ts= TIME DURATION (48 HRS) CURRENT ALARM STATUS l. ~OCc>
I~ SYSTEM ALARM CURRENT .
TA=- TIME DURA Tl0N IN ALARM (5 MIN.-o.0833) F MORE SPACE IS NEEDED USE SHEET 1-2
K- 1.15 BATTERY CAPACITY COEFRCENT
: ( Is x Ts) + ( IA X TA ) ] x K = A.H.
WORKSHEET 1-1
TYPE OF DEVICE
., OF CURRENT PER
DEVICE
DEVICE DLE STATUS
J
~
\
4
2
\
D. l LO
0.0(,0
O.O\b
-
CtRlENT' PER SUB TOTAL SlS TOTAL
DEVICE DEVICE cu:lAENT DEVICE ClftRENT
ALARM STATUS IDLE STATUS ALARM STATUS
0.40D
o . \ 7..D
a. \00
0. l \ 0
6.\08
C> .O~O
0.400
D. '"20
o. \ be
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-
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x24) + ( t. ~O(p
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TOTAL AMP.HRS. = h.o
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SILENT
KNIGHT
FILE
COMMERCIAL
FIRE ALARMS
FIRE SYSTEMS...
Model 5204 Fire Alarm Control Panel
With Exclusive Accu-Zone™ and Optional Digital Communicator
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FEATURES
.
The 4 Style A (Class B) zones are
interchangeable to Style D (class A) using the
Model 7181 Zone Converter
Fuseless design reduces service calls
Field selectable 24 or 12 VDC power supply
3 amp current output available for
external devices
Compatible with 2- and 4-wire smoke detectors
as well as water flow and sounding deviees
Two 1.5 amp supervised signal circuits
programmable for steady, pulsing, temporal,
supervisory
Auxiliary outputs of1.5amp at12 or24VDC
and 175 mA at 12 VDC (only)
Smoke verification, pre-alarm delay and
cross-zoning minimize false alarms
Two general, purpose relays
(2.5Adrycontactfonn C)'
Optior~al plug~in UL Usted digital communicator
(Model 5205) ,
Up/downloading (reduces service time)
, Programmable from on-boardtouehpad or
optional remote annunciator
Accu-Zonen...' diagnostics
.
.
.
DESCRIPTION
The Silent Knight 5204 is a low cost, high feature
local fire evacuation control panel designed for
applications requiring manual and automatic fire
alarm as well as water flow and sprinkler superviso-
ry service~ The basic unit offers focal fire alarm con-
trol up to four zones. and central station communica-
tions with the optional, Ul Usted Model 5205 Digital
Communicator: It is compatible with both 2- and 4-
wire smoke detectors. Compact, easy to install, and
service, it delivers features you'd expect to find in,
fire systems costing, much more.
Model 5204
During normal operation, the 52a4 constantly
checks smoke and other sensing devices for fire
conditions. It aJso conducts system ched<sto deter-
mine if any troubles, or systems problems. exist. If
the 5204 encounters a"fire' or trouble, condition, it
sounds an audible warning in the local are~ and
with the optional plug-in digital communicator
installed. it sends a' report to a central station.
The 5204'smicroprocessor constantly runs pro-
grams to check inputs and carry out ottJerroutine
functions. , If the programs ever stop running, a
watchdog circuit will detect it and reset the micro-
processor to resume normal operations.
When using the optional communicator; the Model
5204 conducts an automatic self,.test every 24 hours
- ala time, you select - and sends a report to the
central statiOn~,
Other features, of the system include English,.lan-
guage remote annunciation, which simplifies "Step
Programming"of custom options. Remote down-
" ~
loading of syst~m configurations can eliminate~, t;': ~~~ 1f'Q teleph~ne lines to repo~ ~Iam:s and troubles to a
expense of sending out a service techniCIan for reprE?,~!;i ':~ ~;~ ce,(ltral station. The 5205 digital dialer can supervise
gramming. The 5204 has a built-in fire drill procedur@iilll/'~'the telephone lines and activate a trouble-alert if a
The exclusive Accu-Zone™ feature measures and line failure is sustained for 45 seconds or longer.
displays zone voltages, so you can set up and test Other communications/reporting features include:
the system without separate testing equipment. The built-in ring detector, re-try if communication failed,
"Sensor Test" function allows a single person to test two phone number capability (plus computer phone
the system. A short signal circuit ring occurs when for downloading), Touch-Tone@ and rotary compati-
each sensor is activated. Sensor Test events are bility. Optional ground start is available WITh Model
stored in memory and can be viewed when testing is 2608,
concluded, Fuseless circuit board design eliminates
one of the most likely causes for service calls.
r
PROGRAMMING
On-site programming is available through on-board
touch pad or through any remote annunciator.
Remote programming can be accomplished through
the use of an IBM or compatible personal computer
and the Model 5541 Downloading Software and the
Silent Knight Model 5530 Modem. The optional Model
5205 Digital Communicator is required to use the
up/download function.
More than 60 programmable options are available for
customizing system configurations and end-user fea-
tures, including zone type (fire, sprinkler, waterflow,
undefined), and zone location descriptions,
Programmable dialer options include total' number of
reporting attempts, account number and reporting for-
mat, and Touch- Tone@ or rotary phone line.
Hardware configurable for one or two phone lines.
Several time delay features, including number of sec-
onds to alarm in pre-alarm, smoke delay conditions,
number of hours before loss of AC hours report, and
24-hour test time can be programmed.
OPTIONAL
DIGITAL COMMUNICATOR
The optional 5205 is a UL Listed digital dialer which
plugs in to the 5204 board. It has the ability to seize
Model 5205
~
,~
, ' ,,~
The 5205 is compatible with all major reporting
formats including SIA (security industry standard), SK
FSK(4/2), SK4+2 tone burst, SK 3/1, SESCOA 3/1
and Radionics BFSK. Format selectable by account
number.
ANNUNCIATION
POWEll
-. ....
FIRE _
"N~TOR
~
111111.11'.-
,11.111111. _
......- -....c.HT
-- ........
-.....
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Model 5230
The 5204 includes an annunciator/digital programmer
inside the cabinet. Its six LEDs (for alarm, trouble,
silenced, ACnow battery, event memory, time
set/reporting) are visible without opening the cabinet.
The programmer allows for easy operation of all func-
tions. It features dual seven-segment display and
fourteen uniquely assigned function keys. Keys are:
ENTER, CLEAR, SILENCE, DISABLE (formerly
"SHUNr) and 0-9 used for ALARM RESET, CLEAR
ALARM MEMORY, DIALER RESET, REQUEST
DOWNLOAD, DISPLAY MEMORY, DISPLAY TROU-
BLES; SET DATE and SET TIME.
Remote annunciation is available through the Model
5230. This four-wire remote annunciator is easy to
operate, Its fourteen keys can perform the same oper-
ations as the main system annunciator, including
silencing, resetting, programming and displaying of
alarms, troubles and alarm memory.
Features include LCD display, backlighting and
English-language annunciation. )
Up to four 5230s can be attached, to one 5204,
Standby current draw per 5230 is 60mA, alarm cur-
rent is 120mA~
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SPECIFICATIONS
ELECTRICAL SPECIFICA nONS:
Primary AC: 120 VRMS at 60HZ, 2.5A
Total Accessory Load: 3A at 24VDC or 3A at 12 VDC
SIGNAL CIRCUITS:
Two Style W 1.5 amp max per circuit at 12 or 24VDC.
Programmable for steady, pulsing, temporal and
supervisory for sprinkler system supervision.
r
AUXILIARY OUTPUTS:
1.5 amps at 12 or 24 VDC
175 mA, 12V
INDICATOR LIGHTS:
AC/DC POWER (Green) - On when power systems
are normal; flashes for AC or DC failure.
ALARM (Red) - On for alarm.
TROUBLE (Yellow) - On when trouble condition
exists.
SILENCED (Yellow) - On when alarm or trouble or
supervisory has been silenced but not yet cleared.,
EVENT MEMORY (Yellow) - On when an alarm
condition' has been reset.
SET MODElREPORT (Yellow) - On when system is
in test or program mode, including DatelTime set
mode. Flashes when system is reporting.
MECHANICAL SPECIFICATIONS:
Dimensions: 14718 in. W X 19518 in. H x 4114 in. D
(37.8 cm W x 49.8 cm H x 10.6 cm D)
24 Ibs. (10.88 kilograms)
Red
Weight:
Color:
TELEPHONE REQUIREMENTS:
Type of Jack: RJ31 X (2 required)
APPRO V ALS:
UL 864 Listing
FCC Part 68 and Part 15
CFM Approval
New York City (MEA) pending
NFPA 71 - Central Station Reporting
72A - Local Protective Signaling System
72B - City Box
72C - Polarity Reversal
720 - Proprietary Protective Signaling
System
Other approvaJs pending
OPTIONAL ACCESSORIES
)
Model 4180
Status Display Module
Provides 16 outputs, to give
alarm and trouble conditions
by zone. Can be" used, to
drive LED or graphic annun~
ciators. Non"supervised.",
M()del 7181 Fire Zone Converter
Converts Style A zones to Style D and Vice versa;
, _'~:,;:-... _.., I
I ~ . -".-.-..
',_ ~l~
1 ~';. ,=-;- -~ -: -_ ~_:.
- ._~ - .~.-
. - - -. --
,)
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5220 Direct Connect Module
Used for City Box and polarity reversing direct wire
applications.
)
f'i;;l...u...., .... u"""" ,~.........,..,-
~~;:~~~~~~?i~;~~
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5530 Downloading Modem
SIA format modem for remote programming of 5204
and other Silent Knight controls.
~'
. '
,~a~-:_l '
. '
5541 Downloading Software (rrotshown) .
For remote programming with IBM PC and' compatj~
ble computers. Can be used with 5204 and other
Silent Knight products. Requires Model 5530 Modem;
Model 5209 Aush Mount Kit (not shown)
Allows 5204 cabinet to be flush mounted between 16
inch centered studs. Includes trim ring.
7860 Modular Telephone Cable (not shown)
Used to connect 5204 to RJ-31X phone jack (2
required.)
2608 Auxiliary Relay (not shown)
Used for ground start phone lines.
ARCHITECT/ENGINEER SPECIFICATIONS
The contractor shall provide a completely electrically supervised
fire alarm control system, The system shall contain a fire alarm
control panel to supervise' and operate heat and smoke detection
devices, alarm signal devices and visual annunciators. An optional
digital communicator shall transmit fire alarm. trouble and supervi-
sory signals to a central station, The controller shall be UL Listed
for use under NFPA 71, 72A, 728, 72C and 720 standards. It shall
provide power and control for four supervised detection zones, 2
supervised signal circuits, and, optionally, an approved plug-in digi-
tal commumcator, The controller shall be Silent Knight 5204 or
approved equivalent.
r
There shall be four Style A detection zones, They shall accommo.
date heat detectors. proQucts of combustion detectors. manual pull
stations, sprinkler flow SWitches and gate valve supervisory SWitch-
es 'otermlxed as desired and permitted by NFPA 71. 72A, 728,
72C and 720, Products of combustion detection may be eIther 2-
or 4-wlre and shall be cross-listed by UL for use on the system,
The detectIon zones shall be programmable to (1) be cross zones
so that two adjacent detectors must sense products of combustion,
(2) automallcally reset a detector to verify that smoke exists, (3)
see a single detector in alarm - before the alarm is sounded and,
optionally, a Signal is transmitted to the central station.
There shall be two one amp supervised alarm signal circuits. They
shall cause the bells/horns to ring steady/pulsing/temporal through.
out the premises until reset or silenced.
The control shall be equipped With two auxiliary relays that shall be
programmed to operate on (1) alarm. (2) zone trouble. (3) supervi-
sory, (4) supervisory trouble, (5) system trouble. The relays shall
maintain contact until cleared.
STATUS DISPLAY MODULE
(ZONES 1-4)
The control shall have an annunciator to sequentially indicate
zones in alarm, zones in trouble and system functions. LEOs shall
augment the display to clarify the system status to an operator. An
integral touchpad shall be provided to operate. set up and interro-
gate the system. Vital operations such as alann silencing or reset
shall be simple and obvious to an operator.
The optional. plug-in digital communicator shall be UL Listed for
use under NFPA 71 standards. It shall have the capatlility to super-
vise two telephone lines, seize the phone line and send the alarm
signal on one or both lines without the addition of any more equip-
ment. It shall be able to communicate to a central sumon in SIA. SK
FSK(4f2). 5K4/2 tone burst. SK 3/1, SESCOA 3/1. Radionics
BFSK. The optional olug-in digital communicator shall sound a
local trouble signal If the telephone servu:e IS Interruoted for longer
than 45 seconds and It shall transmit a SlglaI indicating the loss of
phone line 5elVICe to the central station over the remaimng phone
line. A signal shall alsO be transmitted indicating restoraJ of phone
servIce. The optional, digital communiCator shall be able to report
the loss of either phone line without regard to which phone line
tailed first, If both lines fad. a local signal shall sound.
The optional digrtal communicator shall have the ability to send a
test signal to the central station every 24 hours. The t,est signal
shall be able to be transmitted at a specific time of day or night by
setting a program within the communicator.
The alarm signals transmitted to the central station shall indicate
which of the four zones is in alarm and which zones are in, trouble.
Restoral from alarm or trouble shall also be lransmitted by zone.
The optional digital communicator shall be capable at communicat-
ing to Silent Knight. Ramonics or AdemeC centraJ station receivers.
MODEL
4180
.
.. 2 PROGRAMIIA8l.E.
, GEHERALl'UAPOSE
. AEl.AYS(FOIlII~
:::3
OPTIONAL
. IIODEL S205
DlGrrAL TOUCHPAO
::aIIIIUHICAm."
4 ZONE INPUTS,
4 STYLEA (ClASS B)
.
..
SILENT KNIGKT
MODEL 5204
FIRE
CONTl'lOL
PANEL
MODEL n81
FIRE ZONE
CONveRTER
..
-t
et::J
RIiMOT1i! SIlENCE ~
OR ALARM RESEr
.
2 SUPERVISED
SIGNAL ClRCUI1S
..
..-.
IIODELSZZO
DlRECTCONNECl ..
MClIlULE 1'0
LEI\Sl!D-4 lIE
ORartaox
1IODEI..SZ30
REJICJTE
ANNWClATtlR
(UP 1'0 4 PeR sYSTBl)
Figure 1 - Block diagram for Model 5204 Rre Control Panel
LIGHTNING PROTECTlON: Silent Knight guarantees this product against lightning strikes! We will repair or
replace the Silent Knight equipment. if necessary, should lightning disable it during the one-year warranty period. It's
just another reason why Silent Knight has been a nationwide leader in electronic seCurity for 25 years..
~
~ SILENT
KNIGHT
FIRE SYSTEMS",
7550 Meridian Circle, Maple Grove, MN 55369-4927
1-8Q0-446 6444 or in Minnesota (612) 493-6435
Fax: (612) 493-6475
THE aUALlTY EDGE
MADE IN
AMERICA
Form No; 150778 (Rev 6/92)
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PROGRAMMING
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\...
5521
On-site programming is available through the optional,
MOdel 5521 Desktop Programmer or through any remote
annunaator.
Remote programming can be accomplished through the
use of 5521 programmer and 5530 modem. orthrough the
use of an IBM or compatible personal computer and the
Model 5541 Downloading Software (requires the Model
5530 Downloading Modem).
MOI'e than. 60 programmable; options are available for
Cl.JStOmizjngsystem configurations and end-Userfeatures;;.
induding zone type (fire, panic, tamper~ sprinkler, water.
heat, cold~ local); zone options (pre-atarm delayed~ smoke
verification detayed. shuntable); and zone location
descriptions" Programmable diater options include IOta!
number of reporting attempts, T ou~ T one~or diaJ tone
phone., one or two telephone lines. Several time delay
features. including number of seconds to atarm,. in pre-
aJatm. smoke delay conditions. number of hours before
loss of AC hours report. and 24-hour test time. can be,
programmed:
ZONE EXPANSION
-
The optional Model 5210 Zone Expander doubles the
number of zones available to the 5207 from 8' to 1 6~ The
5210 adds eight additional style A (class 8) zones to the,
5207., enabling use,ot both !'NO- and,four-Wlre smoke
detectors.
Voltage RangeS: USing 24-VDC power: lT8..27.4VDC_
USing 12-VDC power. 8.5-~ 1.8 VDC.
5210
<~ _:'"...-"-u,,_,~.........,,...~.,..y~... '"......:. '" ~'" '"'"w>;'"'-...........~,..,..._~.......""..'~,
ANNUNCIATION
The 5207 includes an annunciator/digital programmer
inside the cabinet. Its six LEOs (for alarm. trouble.
silenced.AC/lowbattery. event memory, time set/reporting)
are visible without opening the cabinet The programmer
allows for easy operation of all functions. It features dual
seven-segment display and 14 uniquely assigned function
keys. Keys are: ENTER. ClEAR. SILENCE. SHUNT and
0-9 used for ALARM RESET. ClEAR ALARM MEMORY.
DIALER REST. REQUEST DOWNLOAD. orSPLA Y
MEMORY. DISPLAY Tr:lOUSLES. SET DAlE and SET
T1ME.
])
..'
Remote annunciation is available through the Model 5230.
ThiS rour-wlre. 16-zone remote annunCIator IS easy to
operate. Its fourteen function keys can perform the same
operations as the main system annunciator, including
silencrng. resetting. programming. anddisptaying otalarms.
troubles and alarm memory. Useot access codes prevents
unwanted tampering.
Features include LCD display, backlighting., English-
language annundation.
Up to seven 5230s can be attached to one 5207. Standby
current draw per 5230 is 60 mA. alarm current is 120 mA.
-
~'a'dI taML,
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--,
1'IIlE_
--.:sal'OR '
,IIIIIIIIII..~' "
Iii 1111 II II. .. =-~
-
5230
COMMUNICATlONSIREPORTING-
The 5207 is equipOed with a, Ul listed digital dialer
whicn has the anility to seIZe the telephoneline( s) to report;
aI-arms and troubles to a central station. It can supervise
the telephone lines and activate a trouble-alert it a line
failure IS sustaJned, for: 45 seconds Of longer. Other
, communicationslreoorting features include: 8uilt~inring'
detector. re-try if communication failed: faiJ..tocommunicate
output one or two phone. lines: option: up to four phbne~
number capability (plus computer phone for downloading):
, Toudl-Tone' and rotary compatJble~ '
The" 5207 is compatible with all, major reporting formats,
'induding,SIA (security industrysrandard). SK~, FSK. SK 41
" 2~RadionlCS 8FSK. Formatselectablebyaccountnumoer:
)
- ~--~~~-~-~
ARCHITECTIENGINEER SPECIFJCAT10NS
r
The contractor shall provide a complete electncally supervised
fire alarm and commurucations system. The system snail
contain a fire alarm controUcommunicator and panel to
supelVlse and operate heat and smoke detection devices. alarm
signal devices, visual annunciators and an integral digital
communicator to transmit fire alarm and supervisory signais to
a central station. The cornrollcommunicator shall be UL Listed
orFM approved for use underNF?A 71, 72A. 728. nCandnD
standardS. It shall provide power and control tor eight suoeMSed
aetecnon zones. tour supeMSed alarm Signal CIrcuIts ana a aual
digital COmmUnlcalOr, The controUcommunlcator snail oe
exoandaole to Sixteen suoeMsed detectIon zones and snail oe
aole to communicate to a central staDon In SIA. SK FSK 1, SK 4.
2 or HaOIOnlCS 8FSK formalS. The control/communicator snail
be Silent Knight Model 5207 or approved eeual.
Thece shall be [wo Style 0 and SIX Style A detection zones. They
snail accommodate heat detectors. products at combusnon
detectors. manual oull stations. spnnkler flow swltcnes ana gate
valVe suoervlsory switcnes Inrecrnlxee as aeslree and permmed
by NF? A 7~ , 72A. 728. 72C. and 72D. PrOQUCIS of comousnon
detectIon may be either two- or four-wire and snail be cross
listed by UL tor use on the system. The detectIon zones snail be
programmed to (1 ) De cross zoned so that two IndlVlaual zones
must sense prOducts of comousnon. (2) automancally reset a
aetector to verity that smoke exIStS. (3) see a single detector In
alarm-oefore the alarm IS sounded and a signal IS transmitted
to ttIe central station.
There shall be tour 1 amp supervised alarm signal circuits. They
shaJI cause ttle bellslhoms to ring steadyipulsingltemporaJ
ttlroughout the premises until reset or silenced. Two 1 amp
outPUtS can be combined to provide one 2 amp output_
The control shall be equipped with four auxiliary relays that shall
be programmed to operate on (1) pre-alarm; (2) tamper atum.
(3) special alarm. (4) fire'aJarm. (5) trouble. (6) no-silence. m
~ us..
lU._..! 1111.......
alarm by spediJc zone (1-16). The relays snail remain energIZed
until the panel IS silence reset or the trouble condition IS cleared.
unless 'no-silence. is selected.
J
The control/commUnIcator shall have an integral annunCIator to
indicate sequentially zones in alarm. zones In trouble. and
system tuncuons. L@ssnaJIaugmentthe display to make clear
to an operator the system S".atus. An integral touchpad shall be
prOVided to ooerate_ set up. and Interrogate the system. Vital
ooeratlons SUCl as alarm silenCIng or rese! shall be slmcle and
OOVIOUS (0 an ooerator. Autnonzauon oass coces mayor mav
not De usee.
The control/commUnIcator snail have the caoacihty to suoervlse
,wo releohone hnes. seize the ohone hne. ana send the alarm
Signal on one or both hnes W1tnOUt tne addlllon 01 any more
eqUlOment. It snail sound a local trouble Signal if the telepnone
servIce is interruoted tor longer that 45 seconds and It shall
transmit a slgl".al indicating the loss otphone line service to the
central stauon overthe remainIng phone line. A Signal snail also
oe rransmmec Indicating the restoral ot ::li'lone service. The
control/commUnIcator shall be able to report the loss ot Elther
phone line WJttlout regard to wnIch phone line failed first, If botn
lines tail. a local SIgnal shall sound.
,I
The controUcommunicator shall have the ability to send a test
Signal to ttle central station every 24 hours. The test signal snail
be able to be transmitted at a specific time ot day or nrght by
setting a program within the panel.
The alarm signals transmitted to the central station shall indicate
which of the eight zones is in alarm and whidT zones are in
trouble. depending on whichtormatis used. Restoral from alarm
or trouble snail also De transmitted by zone. The contrail
communicator shall be capable of communicating to Silent
Knight. Radionics or Ademco central station receivers..
......,. -..WS f..... Cl
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-i
-I
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-
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1: 'SI"I\C It (CLASS 41
" snu. ... (CLASS ..
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-...
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'SIl,[Nr KNIGHT
-. ~207
__ CON1IIOL
-
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MOOEL5207 SLaCK DIAGRAM - TYPICAL INSTALLATION
UGHTNING PROTECTION: Silent Knight guarantees this product against Iighming strikes! We will repair or replace
the Silent Knight equipment., it necessary. should lightning disable it during the one-year warranty penod" Irs just another
reason .why Silent Knight has been a, nationwide leader in electronic security for 25 years.
\
./
a SILENT
",KNIGHT
, " ARE SYSTEMs...
7550 Meridian Circle. Maole Grove. MN 55369,.4927
1~ or In Minnesota (612l493~.
FAX: (612) 493-6475
MADE IN
AMERICA
:1if QlJAlJTY fOG!
C'orm " 150376 (Rev 4I!l31
, i
"')
SPECJFICATIONS
ELECTRICAL SPECIRCA TlONS;
. Primary AC: 120 VRMS at 60 HZ. 2A
. Total Accessory Load: SA at 24 vac
6A at 12 vac
r
INDICATOR LIGHTS:
. ACIDC POWER (Green) - On when system is running
on AC power, flashes when using DC.
. ALARM (Red) - On for supervisory alarm: flashes for fire
alarm,
. TROUBLS (YaJlow) - On when trouble condition exists.
. SIL:=NCC:D (Yellow) - On when alarm or trouele has
Deen silenced ,but not yet cjeared~
E:VENT MEMORY (Yellow) -On when an alarm conditIon
has been reset. .
SET MODE/REPORT (Yellow) - On when sysTem IS In
test or program mode, including OatelTime set mOde.,
Flashes when system is reporting.
MECHANICALSPECIACA TlONS:
. Dimensions: 16 in. W x 26.4 in. H x 4 in. 0
(40.6cm W x 67cm H x 10.2cm D)
. Weight: 25 Ibs. (11.4 kg.)
. Color: Red
TELEPHONE REQUIREMENTS:
. FCC Registration No.: ACSlJSA.Q54.75-Al-E
. Type of Jack: RJ3,1X (2 required)
) APPROVALS:
" e. UL LiSted
0< FM Approved
. CFMApproved
.' New York City MEA (fonneriy BSA)
. NFPA 71 - Central Station Reporting
72A - Local Protective Signaling' System'
728 - City Box
72C - Polarity Reversal
,72D - Proprietary ProtectiveSjgnalingSystem,,'
OPTIONAL ACCESSORIES
Modef 4180 Status Display Modufe
i='mvides 16 outputs to gIVe alarm and trouble conditions
by zone. Two units can be connected to annunciate all 16
zones on a 5207 control. Can be used to drive l :::i) or
graphic annunciators.
J
,",_"" c '" '-, "
----------~----------- --
""'...-.~"--......._-,.-,. ,
Model 7181 Fire Zone Convertor
Converts Style A zones to Style D and vice versa.
...~~"{
!, -.,. - ~ ~ ..
!' . -- :-
:/ .
J ' ,
, .
. , .
5220 Direct Connect Module
Used for City 30x and polarity reversing direct wIre
aoplications.
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't111;............~~~.l'Q. ".~ ......_..._.~..............'~.Il
........... ..---
~~;:~~.3~.~*:.~~~~~:-A S:~:~:':;~:: I~
..........-. . r._.l;_ _ ~...t. "S'nJn
553D Downloading Modem
SIA format mOdem for remote programming of 5207 and
other Silent Kntgm controls_
-:
5541 Downloading Software
For remote programming with IBM PC and compatible
computers.; Can be used with 5207'and otherSilentKnight
products. Requires.553Q modem~
5260' Printer Interface ,
AllOws connection ota standardcomputerprinterto provide ,
apontee recordoi 520Tsystem activity. Simpleplug-:in
connectlon~ (Printer notsuppiied'by Silent'Knigtlt.)
"..'I
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SILENT
KNIGHT
RRESYSTEMS...
(
COMMERCIAL
FIRE ALARMS
Madel 5207 Fire Alarm Control Panel
With Digital Communicator, and exclusive Accu-Zone@
r
FEATURES:
:::gm lanes. 6 Style A (class 8) and 2 Style 0
c:ass A). a Expander Zones are Styie ,A, \ ciass
3), Zones are interchangeable using the Model
ii 81 Zone Converter.
'JL. FM. MEA (8SA). CFM Listed and Approved.
::'Jent memory.
i=useless deSign can reduce servIce time.
;:::eJd selectable. 12 or 24 vac power supply.
Rve amp current output at 12 volts. 6 amps at 24
'Jolts.
Compatible with 2- and 4- wire smoke detectors
as well as water flow and sounding devices.
<;::';l~y to install, program and service.
Four programmable supervised signal circuits.
including steady, puJse and temporal.
Programmable smoke verification. pre-alarm
deiay t and cross-zoning can minimize false alarms.
Four general purpose relays (Form C 24 volts at
2.5 amps resistive)~
Suilt-in approved.digitaJ communicator with UL
required priority reporting.
Flexible programming capabiities including up/
c:ownloading and use of remote annunciator. No
"desktop" programmer required.
.-liccu-Zone-' diagnostics faCilitate local and
remote troubleshooting.
Individual zone WaikTesr.
.
.
DESCRIPT10N:
The Silent KOIght Model 5207 is an all-in-one fuseless
local fire evacuation control panel and digital
communicator designed for applications reaUlring
manuaJ fire aJarm. automatic fire aJarm and water flow for
spnnKler system supervision.:, The basic unit offers fire
alarm for' one to eigtrt, zones." expandable to 16 with the
optionaJ, 5210 expansion,' moduJe. "It is compatible' with
, bottnwo- and four-wire si11OkE! detectors.. Compact. easy
C~;,: to i~j ~d service~ it ~the features you'd expect
" (0 nOd'ln ore systems cosung much more.
Dunng normal oceration, the 5207 constantly c.'1ecks
smOKe and other sensing devices toriireconditions. It also
concuc:s system C:1ecl<s to determine it any troubles. or
5207
system problems. ,~xist; If the 5207 encounters a fire or
trouble condition: ~t sands a report to a central monitoring
station (if appiic:atlfei. and. typically, soundS an audiblel
visual warning on:he !ocal area.
The 5207s mic:oorocessor constantly runs programs to
check inputs and carry out other routine functions. If the
program ever sroos running, a watchdog circuit will detect
it and reset mic:ccrocessors to resume normal operations.
The Model 5207 =onduc.s an aummatic selt4est every 24
hours-at a time ';IOU'select-and sends a report to the
central station (ff aooiicable).
Other features at me, system include Engfish-Janguage
remote annunc:arionsimplifying "Step Programming~ of
custom options. Remote downloading at system
configurations can e4iminate the expense of sending out a
service tectlniaa1 ioc reprogramming; System provides a
built-in fire drill procsdure;. ,The' exclusive Accu-Zoneol:
feature measuresanddsplays zone ~oitages. so you can
set up and test:, :tie system without. separate testing
equipment., Fusa4eSS circurt board design eliminates one
of the most likef'!ctiuses for service calls.
. ".:)"",-,
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-
-
BG-8
-
Manual Fire Alarm Station
GENERAL
The BG-a Manual Fire Alann Pull Station provides a single
action. nonnallY-Qpen contaCt alarm initiating point for use
with Fire Alarm Control Panels.
@
S711
FEATURES
. Sturdy metal construction.
. Simple operation.
. Operation does not require replacement of pans.
. Drawing of flames on cover helps communicate purpose of
this device to people who do not read English won1s~
. Desi~ed to preventJalse alanns when bwnped.. shaken. or
jarred.
APPUCATIONS
Designed for indoor use in aanospheres which are DOt poten-
tially explosive. Use as a means of allowing anyone on the
premises to turn innon-coded alarm quickly without chance of
exror. There is no need for delay. There is no danger of giving
incorrect or incomplete instruction. Typical uses include:
1. Schools.
2. Hospitals.,
3. Retail stores.
4. Industrial plants.
5. Warehouses.
Compatible with any appropriate control pane1to:
1. ' Initiatelocai alarm signals.
2.; Trip a municipal fire alann box.
3. Stan fire pumps..
4. Any other function that can be initialed or eontroDed by
the closing of a switch contact. "
-OPERATION
, Stations are non-bteak-glass operation.
The stations are operated by a pull on the pull cove:"_Thiscauses
a key latch to act against a retaining mechanism, muil adequate
force is applied to open the station. As,the, station 'opens. a
switch is released to initiate an alann. The reta:inerinModel
BG-8 isapermanent high tenSile -coil spring, wbiche1iJninales
the need fora glass retainer: Wbensoopera~tbeanrerh:mgs
down (and cannot be made to stay in a closed position) indicat-
ing that the station was used to turn in the alarm. (OPERATED
STATIONS CAN BE SEEN UP TO 100 FEET AWAY.)
Resetting is easily accomplished by use of a reset key~
I
BG-8 ManuolFinAJannSlatirRl.
(Shown full size)
@
Flre-LITe@ ALarmS
IncorporaTeD '
12 C:intomriUe Road " -~ \ .
Northford. ConnectJcut064 72
Phone: \203) 484-7161 '
FAX: (203) 484:'7118
~~;
P8gelo12 '
Jl6Jl2.11191
-~: :"':.,,::'~..-. -. ~'l
The attractive design of tbe stations highlight its engineered
simplicity and unusual dependability; bumping. shaldng. or
jarring will not activate the switcli ,or circuit. Insauaions for
~;:~~:~i:~~~~::~;~~~:f.~/~:~~f.,~e P~.'
,. . . - . - '.
The BG-8 Station is die-fo~ed fromil8"rbick satin finish
almninmn, with-the operating instructions in .raised letters.
Stations come in surface mounting models only.
BG-8 contacts rated ac I amp., 30 V AC, and 30 VDC.
Master key fits all stations used in an installation of the same
series.
PRODUCT LINE INFORMATION
..( ,
:'., M;...A-:l "".... ' " ,."',"."r-, '+i' "
":> '::?' ",~~:I:"'J~,_,::,::::; :. :::::::.,:::: :7.'~P~P!)",,:: ":: ::: ':::
BG-8 ' 'Manual Frre Alarm Pull
Station. Single action.
Nonnally~pen contact.
Surface mounting
Back-Box for BG-8
series stations. One end
rapped for 1/2" conduit
The station moWlts with two screws (supplied) to a standard Coloris,red. '
.. :t;,~~;;~i7:'~~~;It.~ aL<o;~";d IQ a ................. 'B&~~R. .. ......' S:.Diio';Bd22'R:.;.CCP(
, " ',:,', ',,' ' , , , ',' '" :: bOth endS tapped for
1/2" conduit. Color is
red.
BG-2-R
INSTALLATION
BG-2b-R
_ Same as BG- 2-R,. except
:lone end tapped for 3/4"
conduit. Color is red.
J
o
'. '
,
~
GR-I
Rep.4u:ement Glass
Retainer for BG-8
r
From previous
station a: fire
alarm control
panel
TOnexI
station or
end-of-line
device.
~I
BG-8 Manual Fire Alarm Station.
(Rear View)
ARCHITECT/ENGINEERING
SPEC1FJCA TlONS
Manual rU'C Alarm Stations shall be non-code nOD-
,~realc-g1ass tyPe. eq~pmerlt ~~ alcey operated reset. ,
" .'," ',,' -"_--d. : ',:and:sod~gDedih3tafIeiacttJ3lEm~Qpei:ation" ,:~- "_':,'
::'f:..,:.":'-' ','..'.;. :.::".."',,-, ,:...,.,<:, , 'tti;;Ycannoibe.lestiXciifu~jir~Ceptby~(jlakq~',::, ':( :.:.; ,.....:::'
" An opeI3ted swion shall be designed such that upon
activation, it will be visually detectable at a minimwn
distance of one hundred feet, front or side.. Manual
..
'\ \ b; Stations shall be COJ1Stt1Icted of die-formed almninwn,
.y
./ with operating direCiionstm.>vided on lhe front cover in
~ ~ raised lettelS.. The word FIRE-shall appear on the front
~.......... of the stations in:raised letters. five-eigius inch high or
! . "h larger. Stations shall be suitable for smf:ace mounting
~ r on matching back-box. or semi-flush mounting on a
. .....;........~~...:\".':;-.............;:~e~iE.....'...:+,
...... ".-.--
.......0"-: ".
~
We try to keep our 'Product information up-to-date and accurate. Vie cannot cover specific appHcations or anticipace
an,requirements..All specifications are subject to cbaDge without notice. For more i:z:tfonnation. contact Flre-u-re '
OF-50628
MODEL 1400 2-WIRE
IONIZATION DETECTOR
THIS NEW GENERATlON OF SYSTEM SENSOR/BRK SMOKE DETECTOR.
INCORPORATES STATE-OF-THE-ART SENSING TECHNOLOGY AND
THE MOST COMPREHENSIVE FEATURE PACKAGE EVER OFFERED.
The 400 Series no ionization type smoke detectors are specially designed to meet the stringent
performance requirements of industrial, and municipalflredetection/alarm systems. The design of
these detectors emphasizes ease of instailation and: field: maintenance.
· Unique dual unipolar sensor:
- Provides exceptional stability
- Factory preset at 1.5% nominal sensitivity
- Withstands wind gusts up to 2500
feet-per-minute without false, alarming
, · Removable cover for field cleaning
, · Visible LED "blinks" in standby
, · Sealed against dirt. insects and back pressure
· 3 year warranty
· 8.5-35 VOCoperating range
All 400 Series"" ionization smoke detectors,
contain a unique dual source. dual unipolar
chamber detection design which will sense the
presence of smoke particles produced by fast
combustion as weU.,as slow smoldering fires.;
, This chamber exhibits increased stability,
significantly reduces nuisance alarms and '
.' Reid metering of detector sensitiVity
· 8uilt~n test switch '
· ,low standby current
· Built-in tamper-resistant feature
· Designed for direct surface or
electrical box mounting
· Remote LED option
· I nsect-resistant screening
(.020"/.S08mm openings)
.SEMS screws for easy wiring
provides better performanca at higher air
velocities. The 400 Series no is designed to meet
the pertonnance criteria required by
U.UULC~ Additional key features inctude a
blinking, LED standby status indicator. an easily'
visible alarm indication and provision for
convenientfiefd test and metering.
~
CCY8I """
=-
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r
Modef 1400 Ionization, Duai Sourca,
Duat Chamber, Unipolar
Genend Sl:seciflCldons:
1400
Control Panel ApplicatIons:
Visual LED Local Alarm:
RemOla LED AnnunciatOl'
Capability:
Operating VOltage Range:
Current umits
a) Slandby (max..l:
b) Alann CUrrent (typ.l:
cl,Alarm Cutnlnt(max.l:
Alarm Signm:
2-w.re
YES
YES
a.5-35VOC
l00,.A
See NOTe
See NOn:
Shunt on
power leacs
NOTE: Two-wire control panels must
limit current to l00mA or less.
Agency Wstings:
U.L S911
CSFM 7256-1209:102 ~
BS&A. 1539-88-SA 'Vapproved
The 400 Series '" has been
designed to seal the
sensing chamber from
back pressure air flow,
dust. dirt, and insects. The
back of the detector is
sealed and the chamber is
protected by a fine mesh
(.020";,508 mm) screen. If
cleaning is required, it is
easy to remove the. cover
(with a tool) and obtain
access to the screen and
chamber to perform a
thorough cleaning.
"ECE5SED
1'l$1' SWI10t
/~swr
I 71
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HOW TO ORDER
1400
RA400
MOO400
I 56-279-XX
156-407-XX
Ionization detector, 2 wire. surface mount.
Remote annunciator (LED).
Reid test module
Installation instructions for 1400 series detectors.
Applications manua4 for system smoke detectors.
SYSTEMSENSOR
A DIVIS/ON OF BRK
780 McC2ure Road · Aurora, JL 60504 ." (312) , 851.;.5000
i"SVSftlm s.- 0;.. 19891
.......
/.
.:;..
.
Architectural/Engineering Specifications
Th& deteCtor '5I1lUI nave a dual c..r.lmoer lomuuon sensor oIln&
dual umOOlar :ype. The sensor snail na_ a norr'IinaI -IV
01 l,5"'aI1t. as m-.vecl in a Ul.. smoke oox. II snall be possIOIe
to pertorm a ClIil:Irattld senstrivtry an<! performance lest on tile
delecmr _tnouI: tile need 01 ~g smoke. The!1!Sl
metnocl snail teSl all daeclOr ctrcuJC3.
Th& aetector snail incorporale a SOlid state vOllage regulator
wn.cn can mama." ciettIaion sensitivIty over an ,npuC vollage
range 01 ~ VOc. Slandby current Sltml be no tnO/'IIlhan
100 m;a~ Cum!r1t limrtir'ig Snatl protllCt,ttIe"deleClOI'
agalnsl poww surges and nOISe proIedion CUQJIUy stIaIl
prOlect me aetector SO il can be WIred withOUt COndUit. wtlent
COdes anow.
Th& Qelec::or snail have a mourwng btllcxet tnal allowS lor
direct sw1aca mounting or I1lOUI1Iing to a 3~'. - or 4"" oc:fa9OII
bOx..
A visuaa h~ ot an alarm snail be provided by a IllIdJing
1ignt emrtting diode (LED) on me det8aor wnicn may be__
at ground level. II nasnes ervery ten seconos incIic:aIing lnat
pow<< is aOC)IiecI to tlle deteCtor_
The YISIOIe aJaIIII sitp1aI _I be cagaQIe 01 rernottt LSD
annunc:atic)n..
A speoal ~ metI!f' 5IlalI be awuIaDIe 10 cnecx ;:>e senstlivttY 01
the Cefec:or. ~""ng po.ntS tor :."tl! lest meter, snail be
acces:saOle on me exlenor' ot me celector.
The aerec:or ~ not alarm wnert exposed 10 WIIId gusts ~ to
2SOO '- pw ........1..
The Oetec:Dr ~ and c:over assemCly snould be easaIy
removaoMt tor 6eId dearHng.
W'f'@ COOne<::lOnS are maoe by c:amOlng p'ate and screw.
Distributed by:
TM
C~
EdwardsR' 2808 Se'ries
/ ~-Ieat Detectors
· RA TE-OF-RISE AND
FIXED TEMPERATURE
· USE FOR PROPERTY PROTECTION ONLY
· FM (FACTORY MUTUAL) APPROVED
· UL LISTED
r
FEATURES
· WHITE-blend wIth ceiling. . LOW PROFILE-with
WIde base covering mounting plate and box. - POSI-
TIVE OPERATING INDICATION-when fixed tem-
perature element is activated; center disc falls free from
detector. (Detector replacement is required) - ON SITE
TESTI NG-rate-of-rise feature is automatically self-
restonng permitting on site testing ot thIS feature.
· EASY INSTALLATION-twIst and it Jocks in place:
same mounting plate for 31/2 or 4 inch octagon box. or
open mounting. Terminals clearly marked. - WIDE
SPACING-50 fOOt centers on rate-ot-rise and fi.xed
temperature units. (See Specification Table for details)
DESCRIPTION
Heat Detectors are available with 135 or 194 degree
Fahrenheit ratings: in fixed. or fixed and rate-of-rise
temperature operation with single circuit normally
open contacts.
The Heat Detector is available with either a metal or
white plastic reversible mounting plate, (See Note 'i),
80th the metal plate (see below) and plastlc plate (See
page E24) can be used for either flush or surface
mounting,
Skirt - Cat. No, 6253
Decorative enclose to cover electrical box when surface
mounting the 2808-PL (See Note '1) senes Detector,
For use with standard 3'/2" or 4" octagon boxes. 1"2"
deep. See page E24,
Cont;ac:t_~,(HLngs-o.n-ajj-l1l.().dels are 3 amps @ 6 to 1 25 V AC,
l~Q ~mps @ 6 to 28 vg,g)O.3 amps @ 125 VDC, and 01
'" ~amps~@2'50-VOC-:-~
!tv.. lIarm.1 R.tHI-lIlu
III Coad. oj {1I1111 .q or
.C& _. CJraJHI CamJcIa And T.....
UL
T .....
R_
of
MuJIIu. ClVmp
lltotl 21
U.L JIu.
".....
CaI",
T ....
llIlIIII -f SIt. R. ~
--
2818 1 Ollen ROR & Rxed 135 100
2821 1 Ollen ROR & Axed 194 150 2.500
2B3B 1 Ollen Rxed 135 100
ZlM8 1 Open Rxed 194 150
50' 2S"
-
, WARNING
1. DAN G1:R - This devIce does not protect lUll' against fire and
smoke.. In moat fire.. hazardous ,..,.. of ..... heat' anei
toxic g....can build up before II heat deteetorwoidd InlUate
an a'-nt. Independent studl.. 'indicate that ....: detectors
sbouldonly be used, when property protedlon alone Is
ImrolYed. In c:ases where Jlfe safety Isalactor.lhe.... of smo.ke
detectors Is recommended.
The Intended use of the Edwards 280B Serfes Heet Detector I.
to provide one source of Information that Is supplemental to
smoke detectIon to Increase the probablUty that an', eany
warnIng will b. provided so that property can be safeguarded.
Heat detectors do not always detect fires because,thetfnt may
be a siow smoldenng. low heat type {produang smoke} or
because they may not be near where the nr. occurs, or
because the heet at the tire may bypau them. This detector
wiU,not detect oxygen levels. smoK" toxic ~ Of' flemes.
AccordIngly, thIs devIce should only be UMd as . part ot a.
broadly baaed program 0# fire safety whtch -.ld Indude a
vanety of sources ollntormatlon on heat and smoll:e levels.
visuaJ sighting of the fire, extinguIshment systems., and other
safety measures.
Mil.
Olllucl
!rill Wall
1-31
MOTES
"1. For while plaSIIC rnerslble_ntinq plale In place at slall1lara melal alale. add
SIIllix ",Pl" to Cat. No, I e,g, 2818-1'1.).
2, MaxImum delector coverage Ilas been delermlOed by Ul to orov.ae aeleellon
limeeduallO Spnnklef dev,cessllaC2da11lJ.foollOlervals .1OOSQuare tOOl areal on
a smoOlh ceIling IS leel 9 Indies hflIh. Higher ceilings can adversely atleel
dereellon lime 10 some "'Slances. earlier acreetlon may be 00131l1" by redUCing'
IIle spacing belween delectors. See AlIpendix C. GUIde lor AUIOmatlC Detector
StJaanq. HfPA 72E.I9117. Aulomuc fife Detectors.
J. MaXimum dis13nce Shown is IroIIl any wall patnliOll or Cl!Iling, PfOllCllOn
elllending down more lIlan 12 incites.
4. RlIllMll.Rise ratIng 1$ lsoflMin-SeIJ.Iles10ring. _
If they are spaced In accordance with the above table, they
can contribute, within an overall fire- safety program., to,
reducing the riSK 0# ayoidable property losses. Under no
dreumatBnces should these dnices Oil' relied on as the sole
measure to e"sure fire safety. Danger Will result II th...'
dewices .. relied on, to, any deg.... tor the proteetJon of
human life.
2. DANGER - This device does!!!!! contain a bailt..tn, signal:.,
Alarm signals can only be g_rated by inten:onneefton With
Hf'aratety installed signaling devlces.
3. DANGER' - This device wit not operate, without electrical.,
power, and fires often cause cutoffs,of electrical power; This
device does not contain a battery backup pow.,. supply; If the
electrical circuit feeding the device Is cut. or Is not providing
power for any' reason. this dewice will not detect' heat or'
provide any warning of a pOlIlIlble fire. Nor will It provide any
_mlng that It is not functioning.
4. DANGER - The rate-ot-rise feature on the Edwards 280B '
Series Heat aetector Is sublect to lallure'over time; The rate-
of-rise feature showd be tested by a qualified fire protectIon
sl'8C!allst annually to ensure that It Is in worltlng order. .
~
"IO_.......~
~-=~ ....,,...
~"ANOn.o, ~aox }1
0i~~..~~f~~_lli
1lJ_~ t ' ,',' =:':e~ I W:
UFTIoIET....__ I ~ t _Pt.ATEIS L'
=-~~ . ~Tl' ~'
~ ~= ElCI'OE)__
---......, ..=..-=-.
c.,...
:;:-..':"
..-....,
~" .'
.....-
5.llII,
l'~'
211.1I. .-.
1'71
..-~
--
---,
I
. ~ 2'U"'_:,
011I '-- ' ' ,
_..-.._ tf -,
~_-~___"'l
'.C-=. :;j~e"Stons are In mches and Imlttimetet'SJ. Specifications SUbJect to change without notICe.
ECWARDS . A UNIT OF GENERAL SIGNAL. FARMINGTON. CT 06D32 -
~CapYRIGHT 1990 eOWAAOS
E19
.
I'
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~"" .~':':';';}'Yf,{;~.J~\rt~,~:.:\::", ": ,";i,~~t'i;ir: .::r:~'L~>~ ';.,';':;'':'~'_ ..' ~.':.
~~~.>~ .,..:..,:. .
-" - .~,~.,-",~",-.~,~'~'; ~:'_,...,.~,:e-~"....;;-:;>':j
GENTEX'
SERIES
SHG HG
Approvals
e @ <~)
. Americans with Disabilities Act (ADA)
. BFP
. BSAlMEA #412-91-E
. CSFM #7135-569:115
. NFPA 72
. Ul 464
New Lower Operating Current
. Rush or semi-flush mounting without
the need of a trim plate.
o 1575 candela strobe option (SHG127
1575 andSHG2~ 1575)~ Meets ADA
requirements. '
o UL 4641UL 1971 ffste<i for fire protec;-u
tive service/signaJ forhearing iinpaired.
Available Models
4" Electronic Horn HG or SHG Series
alarm signal to a pulsingJow frecuency
alarm signal by simply removing a ;ump-
ar plug. Changing from steady ~one to
pulsing tone does not prevent reverting
back to original tone at a later date. All
units are shipped from the factory in the
steady alarm modec
The HG/SHG series are designed to
be used for both flew construc:Jon or
retrofit projects by easily mounting to 4-
electrical boxes or 2 gang old work ooxes
(see back. for details).
All HG/SHG devices are UL 46.:. 1971
listed for use.with fire protective systems
and are warranted for 2 years from the
date at purchase~
. Textured finish high impact plastic
faceplate.
. Wide variety of mounting options, for
new construction and, retrofit appIica-
tions~ ,. .
. Supptiedwith beauty plugs to accom-
modate.a variety of installations.
. Strobe maintains constant flash rate (1
per sec.) regardlesS at input vdtage.
Model
Number
light fJfectlve
Operating Rash Intensity In,
Voltage RatesIMin Candela
Rated Current
@ Nominal
Operating,
Voltage
Rated Current
@ Maximum
Operating
Voltage
aB@ltJ Ff.
AppHcations
4" low frequency electronic horn and
horn/strobe that meets cede require-
ments for supervised fire alarm systems
for the hearing impaired and ADA.
The HG/SHG series are quality elec-
tronic 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 ot both horn and strobes. (See
wiring diagrams). This can be simply
done by removing two jumper plugs lo-
cated on circuit board. (See installation
manuaj for details.)
The HG/SHG series are easily field
changeable from a steady low frequency
Standard Features
. Low frequency/penetrating output
o Low current consumption 17mA @
nominatvoltage. (HG124)
~' Wide voltage range.
o Screw terminals, separate, in/out wir-
ing option for both horn and strobe;
~ Steady or pulsing tone.
HG124 I 10~30 I - 17mA I 21mA 100
I I I
SHG12.:.15 I 10-16 I 40 15 137mA I 137mA 90
SHG12-1575
10-16 60 15 (Ul1971)
75(LJ[ 1638)
226mA
257rvA
90
, I I I
SHG24-15 21-30 I 20 15 i 53mA , 54mA 95
SHG2~15-1 21-30 I 60 15 I 95mA I 86mA 95
SHG24-1575 21-30 60 15 (UL 1971) nOmA 98mA 95
75 (UL 1638)
+ SHG24-110 21-30 20 110 1l0mA 98mA 95
SHG24-11 0-1 I 21-30 I 60 110 237mA ' 200mA 95
Note: 24VUC 15 candela,units have a start-up currentotJ14mA
''';':;;.,~ 1575 candela units have a start-up current at 130mA
er"
. " '. 110 candela units have a start-upcurrentot148mA
12 VQC 15 candela units have a start.up current of l8BI11A
1575 candela units have a start-up current at 324mA
WHEN PlACING AN ORDER: add the following to the end at the model number:
'W' =: Wall mount and 'Ro =: Hed faceplate
"p. :! Plain (no lettering) 'S- :! Beige faceplate
~,
~INn<E
.' U.S.A.
GENTEX
SERIES
Wiring Diagrams
Architect & Engineer Specifications
The alarm signal shall be Gentex model or
approved equal and shall be listed by Underwnters Laboratories
for Fire Protective Service hearing impaired. The model
shall also be listed with the CalifornIa State Fire
Marshal and the Bureau of Standards and Appeals (NYC).
The alarm signals shail produce a sound output of 90 dBA or
greater peak as measured in an anechoic chamber.
The alarm signal shall be capable of changing from a steady
tone to pulsing without permanent alteration to the unit
Maximum current consumption at 24 VDC tor alarm horn only
shall not exceed 17 mil/iamps and the maximum current con-
sumption for hom/strobe using 1 5 candela shall not exceed
140mA @ 12VDC and 95mA @ 24 VDC. For those applications
requiring the higher candela output strobe with alarm horn, the
strobe output shall be 75 candela. The current consumption of
the strobe (1575) shall not exceed 110 milliamps @ 24VDC and
226mA @ 12VDC @ 1 Hz. and combined with alarm hom,shaJI
not exceed 115mA@ 24VDC and 226mA@ 12VDC.
The alarm signal shall be provided with screw terminals for in-
out field wiring, the strobe shall be Capabie of operation indepen-
dently after hom has been silenced.
r
.:. -.G ~ ~~ ~ :;s:e :w::.-:=:::::.... PAAAUEL
!~~i
; 'iF"='.-S<;: ;
I';a.... ,
:::cr '
! \~
~
~J~651 :_""
3 SHG 5r?6 ..vr.-,. ~ ':'',C sr-...cse ~ ttaPENlENn.'f
_ ~ = ::;.~ "O..5i>G.\Ml1lEMOllE ..tM'EIlS 1 .\Ml2
"6"..:a =::.f!i'o"-"G ""'O:l:Eom_ HORNIHIllOllQJT
::"~:d-
"'-oc,
~
~'I
\ .
EaR
\ -
e I
~
EaR
NDTf: POWER IS SP.'I..JED TO DEVICES WHEN CONTROl.. PANEl IS l.AlDlEQ,
Mounting: 4- Square boxes wlbrackets 2%- deep!minimum
4- square metallnon-metallic switch/outlet boxes 2%- deep minimum
Gangable 2 gang switch/masonry outlet boxes 2'A- deep m~nimum
~
~
~'~
~'-~
O\::) ~ i!
\), ~
~?
~~
-'""> 1'1~
~>
,./'t.
,,,.,,,
~~ ~
'J ,
III
~
........
NOTE; Supplied wittI beauty plugs to accommodate a variety of iMtalbrinr1s..
GENTEX
CORI=IORATICN
Fire Protection P!'Oducts: 10985 Chicago Dr.
Box ,31 O. Zeeland. MI 49464
6161392-7195. FAX: 616/392-4219
ft
~J Primed on Aecyd8d Paller
GX120491-11
~'......'-_. .-..,~
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'.'1
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.....:....<.
.'
....
~~~~%,,~'""~~~:c:)" /'
"?-~r4l~~~~~ff:"&,j.j?;'; .----
GENTEX'
(
New UL 1971, Constant
Flash Rate, Low Current
[] GX-90
o GXS
r
Remote Visual Signal with
UniversaJ Mounting Plate
Meets Code Requirements for Supervised Systems
The GX Series are high quality remote The GX Series with the 1575
signaling,devicesthatotfer both audible designator option meetthe requirements
alarms. visual alarms~ or a combination of of UL 1971' and UL 1638." producing 15
both., candela and 75 candela All models are
The GX Series are available in Fire UL 1971, and UL 464 listed; the 1575
Alarm Aedor Beige faceplates with a appliances are listed ,in compliance with
testured grain finish'. These plastic UL 464, UL 1971, and UL 1638. All
faceplates permit attractive flush models are ,list for both filtered and
mounting. unfiltered power.
Remote Audible Signal
(
A V AILABLE'MOOELS
Medet#
GX90-2
GX90,4
Nominal
Voltage
I 12Voe
l' 12VOC
i
I
, j
I
Ught
Intensity ,
In Candela
Rated
Current
Draw @
Nominal'
Voltage
12mA
15mA
,
I
I
115
115,(Ul1971)
75 (Ul 1638)
'115
15
115(Ul1971)
75 (Ull638)
Rated Current
Draw @ Max
Operating'
Voltage
12mA
lamA
Peak
Rash db @
AatelMin. lt1 ft.
~
~
60
20
60
60
115mA
209mA
1l5mA
240mA
GXS-4-11 0 I 24 voe lno 93mA I nmA 20 I~
,
Gxs,,4-11 0-1 I 24VOC 1116 220mA r 179mA 60
GXS-12(}.1 T7 I 120 VAG 111 400mA - 60
I
GX90S-2-15 I 12VDe 15 127mA I - 40
,
GXS-2-15
GXS-2,1575 "
GXS+ 15
GXS+15~1
GXS.4~ 1575
12VDC
12VOC
24VDC
24:VDC
24 VOC,
93mA
GX90S~2~15751
GX90S-4-15
GX90S+1~1 I
(j;:;~: -}::::::~::'I
GX90S,4-11 (}.1j
j15(UL 1971)
,75 (UlJ638) ,
15
15
.15(UL 1971)
75,(UL 1638)
1110
1110 ,
221 mA
12VQC'
24VOC '
24 voe
24VO~
24 voe
24 voe
108mA
33mA.
69mA
nmA
,60 90
SImA 20 90
a7mA 60 90'
95mA 60 90
95mA 20 90
197mA 60 90
WHEN PLACING AN ORDER: add the following to the end of the model number:
(For strobe ordersonlyj (AU orders)
"W" = WalLmount and "R~ = Red faceplate
"P" = Plain {no lettering) "S"= Beige faceplate
SERIES
o GX-90S
Remote AudibleNisual
Signal
The GXS Series and GX90S Series, at
the 1/3 Hz flash rate. have no peak
operating current and oniya.mom(tntary
start-up current. whije the 1Hz flash rate
appliances have a minimal peak operating
current normally less thana7 percent
increase from nominal operating current
and minimalstart~up currerit,~
Notes:
All 24 VQe modelSoperatefrom'21-30 VOe
-20 + 100/0
All 12 VDe modBts operatefromlo-16 voe
-20 + 100/0
24 VDCmodels havetbe following start-up current
- 15cd 100mA
- 15cd 114mA Hlashpersee '
- 1S75cd 130mA'
- 110cd 220mA
- 1l0cd 148mA' 1 f1astl per see
12 VDC modets have the following start-up current
- 15cd 188mA
- 1575cd 324mA
24 voe models have the following peak operating
current:
- 15cd 36mA
- 15cd 84mA 1 flash per see
- 1575cd 1l0mA
. 110cd Il0mA
- llOed 240mA 1 f1as/1 per see
Approvals
. ADA
. BFP
. 8S+AlMEAI285~91-E
. GSFM 'listing 7135-569:113
hUsting 712l}-569:n4
. Ul464. UL19mUU638:
. UlC
, IIR:.~
e
1Lr'5.'k
~.$...~,Cl't1rM,.OIOdUCI's~ c
, ......~.:IS tJ$I8d by
UNOEW.V1"!T9'IS'I.A8ORATORIES,jNC:
"
GENTEX
Wiring Diagram GX-90
U.L Uste<l Smoke End ot Line
Control Panel Dell/Cllll' Relay
,{ '..
<:&--OO-Z-DO-j'IT-
9--00- .....-DO-4
8- - -Q- --' "- ----y
o---O---'.....~
- ~
~ 1=-1 ~W
... .
Voltage SuoChed to "GX-90 / End ot Line
GX.90 S,gmal When ReSIstor
Panel'S Latcned
Mounting
Handy Box ..... 4" X 2'/8" (Approx.)
Switch Box ,....3. x 2" (Approx.) with
condUit knockouts
Masonry Box ..33/," (Approx.) with '/2"
and ~/." concentric
knockouts
Nonmetallic
. Switchbox ,.....33;... x 20/'6. (Approx.)
Dimensions GX-90
~ 1.5.0 -
1'-2 7S'----j
1...,'~77-V II
I -
I
I 0
:11'"
, .
: ~
~ ~~:,-;: _J
"-----
&
3.28-H
...._s-""
-y-'
o
Architect & Engineer
Specifications,
The alarm horns shall be GentexModel No,
GX-90. The appliance shall be listed with
Underwriters Laboratories for use with Fire
Protective Signaling Systems and produce a
minimum 85 dB at 10ft. The appliance shall
be at solid'state construction and be polarized
to operate trom 21-30 VDC with a 1 5 milliamp
current drain at 24 VDC: and from 12VOC with
a 12 mllliamp current drain at 12VDC. The
appliance shall be provided with 2 terminals.
and mount to a variety at single-gang back
boxes.
GENTEX
CCRI='ORATION
Customer Service: 10985 Chicago Dr_
Box 310. Zeeland. MI 49464
616/392-7195, FAX: 616/392-4219
END OF UNE
RESISTOR
// RED ~~_~
e- SLACK BLACK / I BI.ACX BLACK
Will II III
NOTE, . ~ WIRE F'lUN MUST BE BROKEN 70 PC1QVIOE SUPE.'MSIDN OF SiGNAL OR:UIT
. vOlTAGe SUpot.iED;o REMOTE SIGNAL WHEN PANEL:S LATCHED,
. AL n-ct;Gl-' :u:~o.LL Y COMPA TISLE, ~SE CB/lCE UNITS ARE i\IlT RECOMMENOEO Fa:l USE ON
c:::JOEC Cl'l PULSING SIGNALING CIRCUITS,
Wiring Diagram GX90S & GXS
_". r,., ,
~. .-"'-"'----..----" "-,.~
...'"
UL
USTED
CONTROL
PANR
GX90S & GXS
-1 Of-
(
GX90S & GX-90
--1 Dr
Mounting Rough-in Box and Run Wiring
1. Mount one box for each remote
signaling device.
2. Run a minimum 16-gauge insulated
conductor to and from the signaling
device for low candela strobe and
14-gauge insulated conductor,for
high candela strobes.
Dimensions, GXS
(-
SUPERVISED
SIGNAL
CIRCUIT
_~~::.~---a
___.se"'U~
I
$-
RED ..~_
'~ -:--
Outlet Box: 4- square with '12" K.O.
4'/'6" square with '12" K.O.
Masonry and Gang Box: 33/4- high
(approx.) 2-Gang
Nonmetallic 2--Gang Switch Box: 4%"W
x 3;s"L x 3%.0 (approx.)
Switch & Outlet Plastic Box: 2-Gang,
4"Wx 3;s"l x 2Y2"0
(approx, )
GX90S & GXS models will also mount
to single-gang boxes as listed under
GX90 alarm horn.
Dimensions GX90S
:-il.~._,
I
-,.....t
~
I '
rr-
I
i
,,~
F~~I
I; 0 i ~\/
! ,.'f '
:~:~:..-' I
(\ I
v
3........
o
o
...5-...
J
(\
i
, i
J i
_ <:...---L
<>
~
Architect & Engineer
Specifications
The visual signal shaJJ be the Gentex Model
The appliance shall be listed by
Underwriters l..at1oratories ,Inc. lor use With
Fire Protective Signaling Systems (hearing
impaired) UL 1971 andIor UL 1638_ Thevisual'
appliance shaJIbeinstalled in accordance with
requirements of NFPA 72. Chapter 6 or the
UBC standards. Theappiiance shall mount to
a single gang. double gang or double work.
box. The appliance shall also be capable at'
meeting the candela requirements otthe ADA
(75cd) The appliance shall have a ,start up
current less than 114mA tor 15cd. 130mA lor
1575cd and 148mA tor 110Cl::t.. The appliance
shall be ot solid state construclion and be
polarized lor supervision. All 24 mod91s shall
. have $1Il operalihg range of 21-30V. The cur-
rent draw shaM be leSs than,78mA@24VDC
@ 1Hz tor lScd models. 115mA @ 12VDC
@.6Hzfor.15<;d.mode1s. 93mA@24VDC @
1 HZ'Of 209mA @ 12VDC @' 1 Hz for 1S75cd
models 'when used in. conjunction' with the
Americans with DiSatlilities Act (7Scd) and
220mA @ 24VOC @ 1 Hz for 11 OCdmodels.
" ,
Architect & Engineer
Specifications
The alarm homIstrobe shall be Gentex Model
No. The appliance shall be listed by
Underwnters LaDoratories lne. tor use, with. Fire
Protective Signaling Systems. (hearing im"
paired) in accordance withNFPA 72. UBC
standards and the IocaJ authority having iuns~
diction. The appliance shall produce a mini-
mum 82 dbA all 0 teet. The appliance shall be
at solid state construction and oe polarized to
allow tor supervision, All 24 models shall have
an operating range at 21-30V, The current
draw shall be less than 93mA@ 24VDC@ 1 Hz
for 15cd mod~ 108mA@24VDC@ 1Hz tor
1575cd models. 235mA @ 24VDC @ 1 Hz tor
110cd models. 127mA @ 12VDC@ ,6Hz for
15cd modelS and 221 mA @ 12VOC@ 1H7;ior
1575cd mod~ The appliance shall be provid-
ed with two terminals and mount to a single
gang. double gang or double workbox. The
same operating characteristics at the GXS
(strobe alone)shaJl also apply.
,
~ ' Gentex Corooration reserves the right to make changes to the p~ mila sheet at tl1ell' discrelion.
~.1 Pnnted on Recycled Pacer GX100491 -14
551 -0023
'" .'
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MSB SerieslLead Type · Motor Driven Fire Bells
ref
AMSECO's patented motor driven fire bells
have been the standard in the industry for
decades. The micro-motor design requires
only a minimal kick-out current. A built-in
varistor suppression element prevents RF
and EMF noise problems.
6, 12, or 24 VDC.
Low current.
r
SPECIACA TIONS:
. Gong sizes 6w. gw. or 10w.
. The gong is a/l steel Construction for
longer life and louder sound output.
"
Can be m'o~hted on any 4W square
electrical box or outside on a weather-
proof back box (model BBX-4).
Available with four wire leads (PV4) or
terminals (PVT),
"Gong,
Size'
, Rated
. yoltage
" dVDC).
DC MOTOR BELLS-LEAD TYPE
, Rated:'
eurrent;
lAmps)',
dBA at: .".. ~Measlnudoor:re.ment~,'.,.,',," ' 'Operating
.10.ft. . Temperature
, UL: . <(dBA):
MS8-9B-PV4-6 6" 6 0,110 85 86-89
MS8-98-PV4-12 6" 12 0,060 82 86-89
MS8-9B,PV4-24 6" 24 0.030 85 86-89
MSB,88-PV4-6 8" 6 0.110 85 89-91 -310F to 1500F
MSB,88-PV4-12 8~ 12 0,060 85 89-92 -350C to 66"C
MSB,8B,PV~24 8" 24 0.030 85 90-93
MSB,108-PV 4-6 10w 6 0.110 85 92-94
MSB,10B~PV4-12 10" 12 0.060 85 92-94
MSB,1 OB,PV 4-24 10" 24 0.030 85 92-94
rCt
FIELD MOUNTING CONFIGURATIONS:
SURFACE
,\t
001 .""
001 i P
Qe= 0,
, , IJ J)
~~~K ~
BOX- FP
. ."~,~\~~~~~~f:~~:;,~~~';~:~1~~~~~~~~~~';"t, ,.',,;
OUTDOOR
{!11
BBX.4
rcJ0 W <e> (1i
~ ~ APPROVED ~
DIMENSIONS: inches (mml
(
~T
- ~[~
=L, '1---
-~
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-_.~
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.~
Wiring (Rear View)
Observe Polarity
From
contro'
pane'
USE BOTH TERMINAlS:
lOR LEAosI FOR CONNEC110N
BREAK WIRE RUN TO
PROVlOE ELECTRICAl.
SUPeRVISION,
Connector
(Supplied by
othersl
'"
To next bell
or end~f...
line resistor',
SURFACE
~
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o 00
Q~
STO
BACK
BOX'
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project ~ \ ~ C> ~ \~ :D. (\ller.:.
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client __ _ ~OtV ~ checl<ed
I date
sheet no,
IlLES CONSULTlNG .
(2lIIt.,-11.
M unl2"-,"'.
_. -... .....
IILLIVUI, --
c..uJ ~
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~TRUCIQRA~-HQ~~
11991-Egi~ion Qf~be u~c as__am~Dg~gl
Earthquake~Seismic Zone 3
Wind 80 mph, Exp C, Method 2
Soil Bearing Capacity 2000 PSF
(Unless otherwise allowed)
Earthquake-Seismic Zone 3
Wind 80 mph, Exp C, Method 2
Soil Bearing Capacity 2000 PSF
(Unless otherwise allowed)
FOUNDATION -EXCAVATION
Roof L.L.
Snow Load
Floor L.L. Retail
Floor L.L. Warehouse
Partition Load
20PSF
25PSF
75PSF
125PSF
20PSF
Roof L.L.
Snow Load
Floor L.L. Office
Floor L.L. Warehouse
Partition Load
20PSF
25PSF
50PSF
125PSF
20PSF
Remove topsoil, peat, and organic material and extend
footings to firm undisturbed soil. Exterior footings to be
founded 18" minimum below the finished grade. Provide
structural fill as required. If over - excavation is
required under footing areas, backfill with ganular material
compacted to 95% of its maximum dry density as determined by
ASTM D-1557-70.
CONQRE.IE.
Provide concrete inspection per UBC Sect 305(a).
Concrete construction shall be tested. Concrete shall
attain a 28-day stregth of f'c = 2000 psi for slab and
foundation work and f'c = 3000 psi for all walls. Any use
of add mixtures shall be approved by Owner.
STEEg_RE.INEORCING
Reinforcing steel shall conform to ASTM A-S15-S8, Grade SO,
unless otherwise called for on the plans. ,Lap all continous
bars 30 bar diameters minimum. Provide corner bars at all
wall intersections to match normal horizontal reinforcing.
Lap corner bars 30 diameters. All slabs shall have a
minimum wire mesh reinforcing of S x 6 x Wl.4 x Wl.4 WWV
unless noted otherwise on the drawings. WWF shall conform
to ASTM A - 185. -Lap adjacent mats of WWF one full mesh at
sides and ends. Concrete protection (cover) for reinforcing
steel shall be as follows;
Footings, unformed surfaces, or earthformed 3"
Formed surfaces in contact with earth 2"
Beams, columns, and weather exposed surfaces 1 1/2"
Walls, slabs, and/or interior faces 3/4"
r;
PRECAST CONCRETE WALL PANELS
An approved method of lifting panels into place shall be
used. Details shall be prepared by the Contractor and
submitted to the Owner for review. Wall panels shall be
adequately supported with bracing until secured to
supporting structure. Wall reinforcing shall be rigidly
supported on concrete blocks or an approved equal to assure
proper placement.
Curing and bond-breaking material shall be of such nature as
will permit painting of concrete wall surfaces. Any
material which can effect bonding of paints-to walls or
adhesives to slab shall be removed.
Reinforcing around openings shall be as detailed.
Additional reinforcing shall be added when neces,sary for
lifting operation. All panels shall be grouted to the
footing with non-shrink grout of UBC standards, f'c=2000psi.
Inserts shall be properly covered after use so as to be
invisible and treated to prevent surfaces stains, per,Owner
agreed method. Bee mechanical/electrical for any sleeves.
STRUCTURAL STEEL
Structural steel, including plates, angles, and
miscellaneous shapes shall conform to ASTM A-36, Fy=36ksi.
Steel tube and pipe shall conform to ASTM A-500 or A-501,
Grade B, Fy=42ksi. Steel to be painted shall be shop-
painted with zinc chromate. Fabrication and erection shall
be in accordance with ASIC Specifications.
A11_HE1~INg
All welding shall be in accordance with ASIC and AWS
standards and shall be preformed by a leBO-certified welder. ,
All welds shall be 3/16th" fillet minimum ~nless otherwise
noted on the plans, (Minimum E60 electrodes.)
Misc hangers and ties to be Simpson or and approved equal,
fastened to wood with proper nails or bolts through all
holes. Machine bolts A-307. Anchor bolts in concrete may be
para-bolts set to minimum UBC requirement.
I
.TIMBER
Structural timber and lumber to be stress grade Hem-fir or
Douglas Fir as follows the WWPA Grading Rules, latest
edition. Minimum member use will be;
Use ~ci~a {irade ;f.b=
4x10 & larger Douglas Fir #2 unless noted 1250 psi
4x10 & larger Douglas Fir #1 1500 psi
6x beams Douglas Fir #1 1300 psi
3x & 4x ledger Douglas Fir #2 1250 psi
2x4 roof joist Douglas Fir #2 rep. use 1650 psi
2x6 roof joist Douglas Fir #2 rep. use 1450 psi
2x12 floor joist Douglas Fir #1 1500 psi
lnterior frame Douglas Fir Stud grade
STRUCIJIRAL G~UED- LAMINATEIL~1!t1~E.R
Shall be Douglas Fir fabricated to the requirements of the
US Products Standards PS 56-73. Lumber shall be of such
grade as to provide normal working stress values of 2400 psi
in bending, 1600 psi in tension, 1500 psi in compression
parallel tc grain, 450 psi compression perpendicular to
grain, and 165 psi in horizontal shear. All laminated
members shall be AITC certified by Contractor/Supplier.
PRE.EABRICATE1L-.TRl1SSE~
All trusses shall be designed by the manufacturer for the
spans, loads and conditions shown. Detailed truss drawings,
bearing a structural engineers seal, will be provided to
the Owner and Building Department.
Roof trusses shall be designed to support a roof dead load
of 15 psf and a live/snow load of 25 psf, a total of 40 psf.
Floor trusses shall be designed to support a floor live load
of 50 psf minimum, partition load of 10 PSF and dead load of
25 psf. Codsideration shall be given to trus~ deflection
and stiffness.
PLYWOOD
Plywood roof sheathing to be Standard Grade with exterior
glue per UBC Standard 25-9, unless otherwise noted on the
plans. Minimum plywood nailing shall be 6" o.c. at all
edges and 12" o.c. at interior supports. See roof plan for
specific nailing requirements. Nails to be 10d common for
5/8" plywood. Stagger end laps on roof sheathing.
Pylwood floor sheathing to be Standard Grade 3/4 C-D panel,
I.D. Index 48/24, T & G with exterior glue per WBC Stasndard
# 25-9, unless noted otherwise on the plans. Plywood to be
laid on construction adhesive and nailed with 10d nails at
minimum of 6" o.c. at all edges and at 10" o.c. on interior
supports. All unsupported edges shall be blocked. See
floor plan of special nailing and blocking requirements.
SPECIA~-INSPECTIO~
The Contractor shall employ an independent testing
laboratory to perform inspections per UBC 306 to include;
soil bearing capacity verification, reinforcing placement,
concrete strength, welding, and nailing.
SPECIAL CONDITIONS
Contractor shall verify all dimensions in the field and
shall provide adequate shoring and bracing of all structural
members during construction. Contractor shall notify the
Owner prior to placing or installing any mechanical or
electrical, plumbing and/or fire protection devices of 50#
point load or more on the roof structure. The Owner shall
be made aware of any plan changes prior to installation or
revision of product or system.
SPECIAL NOTE
The drawings indicate general and typical details of
construction. Where conditions are not specifically
indicated but are of similar character to details shown,
similar details of construction shall be used, subject to
the review of the Owner and Engineer. If any errors or
omissions should appear in the drawings, specifications
or other documents, the Contractor shall notify the Owner
and Engineer of such errors or omissions before proceeding
with the work, or accept full responsibility of cost to
rectify error should correction be required.
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,PINNED
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-
~
I ~
I
I ~
: I 1 ~
P: WALL ~
I ~ --
., ~
~ a
c
I~ 0
...
is ... ~'
%'
J c 0'
& i:
~~ III ~
~ %
!d c !! ...'
... ...'
;1 2 UI C'
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i & .
, 0 .. ... ...
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MID-HEIGHT DEFLECTION ~ ... 0 C C
< )~ i ~ . ~
AT CONVERGENCE 2' ~ 0
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I POINT iii .. C
I LA TERAL . UI UI (
U ...
LOAD I~ z u
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VERTICAL RElAR ~'L D
I
IIZE I SPACING ' " ~ X
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, ~
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'1 ~ 0
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DEPTH TO ITEEL- ~~ H .
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..
Tilt- Up Concrete Wall Panel Desiin
\,
-62
PAGE. I 1
PRQJECTf________~______-----------
SUBJECTI_~~=~~~_~_~~~___________
--_':"_-~~~'---~ -' ,----
BY f_~~~__ DATE :~1.~_~_~__
------------------------------------------------------------------------------
PRE-CAST CONCRETE
WALL PANEL DESIGN
--------------------------------------------
Considering P-Delta Effects'
.~ :.
DESCRIPTION :
'ALLOWABLE STRESSES
------------------
> f'c : Concrete =
> Fy : Reinf. =
> Phi, .9 or .72 ,
) Seismic factor =
> Wind Load =
3,000 psi
60,000 psi
. .G\- - .
~~q
\Uh~' psf
> Hin Vert Steel r.:
> MinHoriz Steel r.:
Max. Vert. Spacing =
Max. Horiz.Spacing ::I
0.0020,
0.0012
NA in
NA in
CHOICE OF DESIGN METHOD
-----------------------
Moment of Inertia I - -
SEAOC "Yellow Bo6k",
SEAOC, "Green Book" ,
ACI Eq. (9-7) ,
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
- - - - ------)>> ...I-
. Enter ~> 1
.
: Enter -> 2
. Enter -) 3
.
- - - - ------))) -L
I Enter -) 1
. Enter -) 2
.
Deflection Determination I - - - - - - -
To Iterate P-Del ta Ef,fects To Convergence
To Find Defl. At Moment Capacity of Section
Shall Uniform LLBe Used With Wind/Seismic Loadings? V=l N=O --) 0
-
DESIGN DATA
( Enter All Loads UN-FACTORED)
-----------
> Clear Wall Ht. = "20,0, ft > Eccentric Dead Load ::I - plf
-
> Total Wall Ht. = "2~O ft ) Eccentric Live Load ::I - plf
Ht I Thk Ratio = ~.1Aa > Load Eccentricity :: - in
(default. = t./2 + 3")
) Wall, Thickness = Jf!;..:Gi in
> Rebar Size 'I' . ~ > Uniform Lateral Load= - plf
.
> Rebar Spacing = \~, in > X-Dist. to Bottom ::I' - . ft
> X-Dist. to Top = - ft
> Depth To Steel = -' I in ) Seismic=!, Wind=2 --) ~ "(--
Cdefaul t = t/2)
, ) Point. Lateral Load = 0' I
) Axial Uniform DL = v~ 1 plf > X-Dist.. from Bottom = <::> ft
> Axial Uniform LL =, ~~, ., plf ,) Seismic=1, Wind=2 --> I' (--
;---~------------------------------------------------------------------1
I DESIGN SUMMARY SEISMIC WIND .
.
I --------------- --------- -------- t
J M-n * Phi .. MOMENT CAPACITY = NA in-I NA intI
.
I I
J M-u I APPLIED MOMENTS = NA in-It NA intI
' , "
r ' @ TOP OF WALL :: NA N~ t
.'~ .
l OVERSTRESS =: N~ NA ~ ,
r HEIGHT I SERVICE DEFLECTION = NA NA I
- -- - - --------
PAGE ,I 1
PROJECT:________~____________~___
SUBJECT:~~~~~~__~~~~________~__
------~~~~~-~-~,
BY ::.Q~___ DATE :_~g",:,,-~_~_
------------------------------------------------------------------------------
PRE-CAST CONCRETE
WALL PANEL DESIGN
--------------------------------------------
Considering P-Delta Effects
DESCRIPTION :
ALLOWABLE STRESSES
) f'c I Concrete
') Fy II Reinf ~
) Phi: .9 or. 72
) Seismic Factor
) Wind Load
= 3,000 psi
= 60,000 psi
: . .0. . .
= .~
= \!t\,~ '; psf
) Min Vert Steel Y.
) Min Horiz Steel Y.
Max. Vert. Spacing
Max. Horiz.Spacing
. 0.0020
.
. 0.0012
.
= NA in
= NA in
CHOICE OF DESIGN METHOD
.
.
Enter
Enter
Enter
------>>> "
-> 1
-) 2
-) 3
Moment of Inertia II - -
SEAOC "Yellow Book",
SEAOC "Green Bookll ,
ACI Eq. (9-7) ,
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
.
.
.
.
Deflection Determination II - - - - - - -
To Iterate P-Delta Effects To Convergence
To Find Defl. At Moment Capacity of Section:
.,
.
- - - - ------>>>
Enter -) 1
Enter -) 2
Shall Uniform LL Be Used With Wind/Seismic Loadings? Y=l N=O--> 0
DESIGN DATA
( Enter All Loads UN-FACTORED)
----------- ;
> Clear Wall Ht. = -ZO.O ft ) Ec.centric Dead Load = \400 plf
> Total Wall Ht. = ~~,4li ft ) Eccentric Live Load = . 't400' plf
Ht / Thk Ratio = 4~.tI:I > Load Eccentricity = G" "t OS; in
(defaul t = t/2 + 3")
> Wall Thickness = ?-S in
> Rebar Size .... . 4- > Uni form Lateral Load= .. plf
.
> Rebar Spacing = '~" in > X-Dist. to Bottom = - . ft
> X-Dist. to Top = - ft
> Depth To Steel = .. I in > Seismic=1, Wind=2 --) ~'" (--
(defaul t = t/2)
> Poi nt Lateral Load = -' I
> Axial Uniform DL = - plf ) X-Dist" from Bottom = - ft
> Axial Uniform LL = - " plf > Seismic=1, Wind=2 --), , (--
l--------------------------~-------------------------------------------,
I DESIGN SUMMARY SEISMIC ' ~IND
I --------------. --------- -------- I
NA in"l
M-n * Phi : MOMENT CAPACITY = NA in-I
I
J M-u I APPLIED MOMENTS = NA in-tt
I @ TOP OF WALL = NA
OVERSTRESS = NA
HEIGHT I SERVICE DEFLECTION = NA
NA 'i n" I
NA t
NA X I
NA I
t----------------------------------------------------------------------:
PAGE I 1
PROJECT:',.,,:"
SUBJECT;=3E~~~==~~~~====:::=
?....~ ~'- ~
BY I -~CM----DATE-;::~-:-=-'::;:''7~:~
____.l..~'-__ ____-'_..&__,
--------------------------------------------------------------------~---------
PRE-CAST CONCRETE
WALL PANEL DESIGN
Considering P-Delta Effects
DESCRIPTION I
ALLOWABLE STRESSES
> f'c I Concrete
,> Fy I Reinf.
> Ph i I . 9 or ,. 72
> Seismic Factor
> Wind Load
= 3,000 psi
= 60,000 psi
I .~ -- '
= .~ - ' ,
= '\U.-o psf
> Min Vert Steel 7.:
> Min Horiz Steel 7.:
Max. Vert. Spacing =
Max. Heriz.Spacing =
0.0020,
0.0012
NA in
NA in
CHOICE OF DESIGN METHOD
Moment of Inertia : - -
SEAOC "Yellow Book",
SEAOC "Green Book" ,
ACI Eq. (9-7) ,
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
- - - - ------>>>
. Enter -) 1
.
: Enter -) 2
. Enter -) 3
.
,
Deflection Determination: - - - - - - - - - -
To Iterate P-Del ta Effects To Convergence :'
To Find Defl. At Moment Capacity of Section:
- - - - ------>>>
Enter -) 1
Enter -) 2
I
-
Shail Uniform LL Be Used With Wind/Seismic Loadings? Y=1 N=O --) 0
-
DESIGN DATA
( Enter All Loads UN-FACTORED)
----------- i
> Clear Wall Ht. = '20.0 ft > Eccentric Dead Load = \~7~Plf
> Total Wall Ht. = -n.~ ft > Eccentric Live Load = ~O . plf
Ht: I Thk Ratio = ~~.(, ) Load Eccentricity = OS . 7oG' i n
(default = t/2 + 3")
) Wall Thickness = -5'.~, , in
) Rebar Size . I' . i:i.'$ > Uniform Lateral Load= -, plf
.
> Rebar Spacing = iDe, in > X-Dist. to Bottom - -' ft
> X-Dist. to Top = - ft
) Depth To Steel = 4 I in > Seismic=1, Wind=2 --) ~., (--
(default = t/2)
) Poi nt Lateral Load = - I *
> Axial Uniform DL = - plf ) X-Dist. from Bottom = - 'ft
) Axial Uniform LL = - , plf ) Seismic=1, Wind=2 --) ,. (--
I--------------------------~-------------------------------------------:
DESIGN SUMMARY
SEISMIC'
WIND
--------------
M-n * Phi : MOMENT CAPACITY
:=
NA in-I
NA 1nl=
I
, M-u I APPLIED MOMENTS:= NA 1n-* NA intI
I /_ @ TOP OF WALL = NA NA'
I OVERSTRESS = NA NA X I
J HEIGHT I SERVICE DEFLECTION = NA NA I
I------------------------------~---------------------------------------,
. PAGE I t
PROJECT: '
SUBJECT:=:~~~=~~~==::==:==
-------~~~-~--------
BY I _:Q~m__ DATE I_~:-~____
PRE-CAST CONCRETE
------------------------------------------------------------------------------
--------------------------------------------
WALL PANEL DESIGN
Considering P-Delta Effects
DESCRIPTION :
ALLOWABLE STRESSES
------------------
> fOe I Concrete
> Fy I Reinf~
> Phi: .9 or ~72
> Seismic Factor
> Wind Load
3,000 psi
60,000 psi
.~- "
, . 'Q
<;'2. t to psf
=
=
I
=
=
CHOICE OF DESIGN METHOD
Moment of Inertia I - -
SEAOC "Yellow Book",
SEAOC IIGreen Book" ,
ACI Eq. (9-7) ,
> Min Vert Steel %:
> Min 'Horiz Steel %:
Max. Vert. Spacing =
Max. Horiz.Spacing =
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
I
.
.
Enter
Enter
Enter
.
.
0.0020,
0.0012
NA in
NA in
------>>>
-> 1
-> 2
-) 3
\
Deflection Determination: - - - - - - -
To Iterate P-Delta Effects To Convergence :'
To Find Defl. At Moment Capacity of Section:
- - - - ------)))
Enter -) 1
Enter -) 2
\
-
Shall Uniform LL Be Used With Wind/Seismic Loadings? Y=l N=O --) C)
DESIGN DATA
( Enter All Loads UN-FACTORED)
----------"--
> Clear Wall Ht.
) Total Wall Ht.
Ht I Thk Ratio
'to. 0 ft
: '~ft
=
) Wall Thickness
) Rebar Size 0 # 0
) Rebar Spacing
~in
\~", in
=
.
.
=
> Depth To Steel
(defaul t = t/2)
- I in
=
) Axial Uniform DL =
) Axial Uniform LL =
plf
- ? plf
:--------------------------~-------------------------------------------1
WIND
-
DESIGN SUMMARY
M-n * Phi : MOMENT CAPACITY
) Ec~entric Dead Load =
) Eccentric Live Load =
> Load Eccentricity =
(default = t/2 + 3")
> Uniform Lateral Load=
) X-Oist. to Bottom =
> X-Dist. to Top =
) Seismic=1, Wind=2 --)
) Point Lateral Load =
> X-Dist. from Bottom =
) Seismic=!, Wind=2 --> '
SEISMIC'
=
NA in-#
-
\ ~t:) i pi f
~oo plf
'1~in
-
plf
ft
ft
(--
- ,
-
'Z ..
-I
..
ft
(--
-
\
NA in"!
I M-u I APPLIED MOMENTS = NA in-I NA in.:
I @ TOP OF WALL = NA NA I
I OVERSTRESS = NA NA % I
I HEIGHT I SERVICE DEFLECTION = NA NA I
f----------------------------------------------------------------------1
PAGE 1 2-
PROJECT:______________________~__
SUBJECT:_________________________
-------------------------
BY 1_________ DATE 1_________
LATERAL LOADINGS
------------------------------------------------------~----------------------
Wall Wt @ 150 pcf =
Lateral Wall Wt =
NA psf
NA.psf
VERTICAL LOADINGS
P-Axial : Seismic
P-Wall : Seismic
-or- Wind
-or- Wind
Pu-Axiall Seismic
Pu-Wall : Seismic
-or- Wind
-or- Wind
.
Pu-Total~ Seismic -or- Wind
ANALYSIS VALUES
As(eff) = [ Pu:tot + (As*Fy) ] I Fy
'a' = (As*Fy + Pu) 1(.85*f'c*12)
. c . = . a' I . 85
Phi : Capacity Reduction Factor
Mn = As(eff) * Fy * ( d - a/2 )
Mu = Mn * Phi
E : 57,000 * (f'c^.5)
n : 29,000 I Ec
Fr : Mod. of Rupture: 5 * (f'c^.5)
Section Modulus : (Gross)
Moment Capacity @ Cracking = S * Fr
Moment of Inertia: (Gross)
Moment of Inertia : (Cracked)
Moment of Inertia I (Effective)
ACTUAL 'MOMENTS WI FACTORED LOADS
--------------------------~-----
( Per Design Method Specified)
Basic Moment w/o P - Delta
Excess over Cracking Moment
Max1mum Mid-Height Deflection
MAXIMUM APPL~ED MOMENT
Basic Deflection w/o P-Delta
DEFLECTION CHECK - SERVICE LOADS
--------------------------------
Basic Service Load Moment
Excess Over Cracking Moment
Basic Load Deflection .
Total Moment @ Defl. Convergence
Wind Load * 1.275 -
Lateral Wt * 1.403 =
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
=
NA plf
NA ..
=
=
NA plf
NA ..
=
NA plf
SEISMIC
NA in^2/ft
NA in
NA in
NA
NA in-#
NA in-#
NA psi
NA
NA psi
NA in^3
NA in-#
NA in^4
NA 1n^4
NA in^4
SEISMIC
NA in-#
NA in-#
NA in
NA in-#
NA in
SEISMIC
NA in-I
NA in-I
NA in
NA in-#
. NA psf
NA psf
WIND
NA in^~'
NA in
NA in
NA
NA in-ft
NA i!l:-tt
NA psi
NA
NA psi
NA in^3
NA in-#
NA in"'4
- NA in^4
NA in....4
WIND
NA in-#
NA in-tt
NA in
NA i n-tt,
NA in
WIND
NA in-tt
NA in-tt'
NA in
NA in-tt
"
,,.
, ~:
1
; '; ~
PAGE :
PROJECT:Tiltup Bldg
SUBJECT:Twenty Ft Walls
BY :DLM
DATE :
?""'~~ i:l...
PRE~CAST CONCRETE
WALL PANEL DESIGN
--------------------------------------------
Considering P-De1ta Effects
DESCRIPTION :
ALLOWABLE STRESSES
> f'c : 'Concrete
> Fy : Reinf.
) Phi: .9' or .72
> Seismic Factor
) Wind Load
= 3,000 psi
= '60,000 psi
0.90
= 0.3
= 16.3 psf
) Min Vert Steel %
> Min Horiz Steel %
Max. Vert. Spacing =
Max. Horiz.Spacing =
CHOICE OF DESIGN METHOD
Moment of Inertia : - -
SEAOC "Yellow Book",
SEAOC "Green Book" ,
ACI Eq. (9-7)
- - - - - - - - - - -
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
Enter
Enter
Enter
Deflection Determination: - - - - - - - - - - - - - -
To Iterate P-Delta Effects To Convergence Enter
To Find Def1. At Moment Capacity of Section Enter
0.0020
0.0012
18.00 in
18.00 in
------>>>
-) 1
-> 2
-) 3
1
------)>>
-) 1
-) 2
1
Shall Uniform LL Be Used With Wind/Seismic Loadings ? Y=1 N=O --) 0
DESIGN DATA
( Enter All Loads UN-FACTORED )
) Clear Wall Ht. = 20 ft ) Eccentric Dead Load = 0 plf
) Total Wall Ht. = 22.5 ft > Eccentric Live Load = 0 plf
Ht / Thk Ratio = 43.6 ) Load Eccentricity = 5.75 in
(default = t/2 + 3")
) Wall Thickness = 5.5 in
>- Rebar Size ' #' 4 ) Uniform Lateral Load= 0 plf
) 'Rebar Spacing = 14 in > X-Dist. to Bottom = 0 ft
) X-Dist. to Top = 0 ft
) Depth To Steel = 2.75 in ) Seismic=1, Wind=2 --) 2 (--
(default = t/2)
> Point Lateral Load = 0 #
) Axial Uniform DL = 15 p1f ) X-Dist. from Bottom = 0 ft
> Axial Uniform LL = 25 plf ) Seismic=1, Wind=2 --) 1 (--
1______----------------------------------------------------------------1
I I
: DESIGN SUMMARY SEISMIC WIND:
I ______________ _________ ________ I
, I
: M-n * Phi MOMENT CAPACITY = 25,480 in-# 25,480 in#
I
,
I
I
I
I
,
I
I
I
I I
1----------------------------------------------------------------------1
M-u
APPLIED MOMENTS
@ TOP OF WALL
19,159
1,085
0.0
NA
in-#
=
=
OVERSTRESS
HEIGHT / SERVICE DEFLECTION
=
=
13,765
779
0.0
NA
in#
%
,',
/'
PAGE: t.
PROJECT:Tiltup B1dg
SUBJECT:Twenty Ft Walls
LATERAL LOADINGS
BY : DLM
?"."",- ~ '- ~
DATE : '
Wall Wt @ 150 pcf -
Lateral Wall Wt =
68.8 psf
20.6 psf
VERTICAL LOADINGS
P-Axia1 : Seismic'
P-Wall Seismic
-or- Wind
-or- Wind
-or- Wind
-or- Wind,
-or- Wind
Pu-Axial: Seismic
Pu-Wall : Seismic
Pu-Total: Seismic
ANALYSIS VALUES
---~-----------
As(eff) = [ Pu:tot + (As*Fy) ] I Fy
'a' = (As*Fy + Pu) 1(.85*f'c*12)
'c'= 'a' I .85
Phi : Capacity Reduction Factor
Mn = As(eff) * Fy * ( d - a/2 )
Mu = Mn * Phi
E 57,000 * (f'c^.5)
n 29,000 I Ec
Fr Mod. of Rupture: 5 * (f'c^.5)
Section Modulus (Gross)
Moment Capacity ~ Cracking = S * Fr
Moment of Inertia (Gross)
Moment of Inertia : (Cracked)
Moment of Inertia : (Effective)
ACTUAL MOMENTS WI FACTORED LOADS
( Per Design Method Specified )
Basic Moment w/o P - Delta
Excess over Cracking Moment
Maximum Mid-Height Deflection
MAXIMUM APPLIED MOMENT
Basic Deflection w/o P-Delta
DEFLECTION CHECK - SERVICE LOADS
Basic Service Load Moment
Excess Over Cracking Moment
Basic Load Deflection
Total Moment @ Defl. Convergence
SERVICE LOAD DEFL. @ CONVERGENCE
Wind Load * 1.275 =
Lateral Wt * 1.403 =
20.8 psf
28.9 psf
= 15 plf
= 859
= 16 plf
= 902
-------
= 918 plf
SEISMIC WIND
--------- --------
= 0.184 in^2/ft 0.184 in^2
= 0.360 in 0.360 in
= 0.424 in 0.424 in
= 0.9 0.9
= 28,311 in-# 28,311 in-#
= 25,480 in-# 25,480 in-#
= 3.1E+06 psi 3.1E+06 psi
= 9.29 9.29
= 273.9 psi 273.9 psi
= 60.5 in^3 60.5 in^3
= 16,569 in-# 16,569 in-#
= 166.4 in^4 166.4 in^4
= 9.5 in^4 9.5 in^4
NA in^4 NA in^4
SEISMIC
WIND
=
17,356 in-#
787 in-#
3.86 in
19,159 in-#
12,470 in-#
o in-#
2.77 in
13,765 in-#
=
=
=
=
3.50 in
2.51 in
SEISMIC
WIND
=
NA in-#
NA in-#
NA in
NA in-#
NA in
NA in-#
NA in-#
NA in
NA in-#
NA in
=
=
=
=
','
r'h\;ii:!.; .i
PROJECT:Tiltup Bldg
SUBJECT:Twenty Ft Walls
,?~N.,:-...,- ~
/
,I! ~ i. .. J/ )
',- , 1 ~ ,i'
; ,
BY :DLM DATE
PRE-CAST CONCRETE
WALL PANEL DESIGN
--------------------------------------------
Considering P-De1ta Effects
DESCRIPTION :
ALLOWABLE STRESSES
> f'c : Concrete
> Fy : Reinf.
) Phi: .9 or .72
> Seismic Factor
) Wind Load
=
3,000 psi
60,000 psi
0.90
0.3
16.3 psf
> Min Vert Steel %
> Min Horiz Steel %
Max. Vert. Spacing =
Max. Horiz.Spacing =
0.0020
0.0012
18.00 in
18.00 in
=
=
=
CHOICE OF DESIGN METHOD
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
Enter
Enter
Enter
------>))
-) 1
-) 2
-) 3
1
Moment of Inertia : - -
SEAOC "Yellow Book",
SEAOC "Green Book" ,
ACI Eq. (9-7)
- - - - - - - - - -
Deflection Determination: - - - - - - - - - -
To Iterate P-Delta Effects To Convergence
To Find Defl. At Moment Capacity of Section
-- - - ------))>
Enter -> 1
Enter -) 2
1
Shall Uniform LL Be Used With Wind/Seismic Loadings ? Y=l N=O --) 0
DESIGN DATA
( Enter A1i Loads UN-FACTORED )
> Clear Wall Ht. = 20 ft > Eccentric Dead Load = 180 plf
> Total Wall Ht. = 22.5 ft > Eccentric Live Load = 300 plf
Ht / Thk Ratio = 43.6 > Load Eccentricity = 5.75 in
(default = t/2 + 3")
> Wall Thickness = 5.5 in
) Rebar Size '1* ' 4 > Uniform Lateral Load= o plf
> Rebar Spacing = 14 in > X-Dist. to Bottom = 0 ft
> X-Dist. to Top = 0 ft
> Depth To Steel = 2.75 in > Seismic=l, Wind=2 --> 2 (--
(default = t/2)
) Point Lateral Load = 0 1*
> Axial Uniform DL = 0 plf ),X-Dist. from Bottom = 0 ft
> Axial Uniform LL = 0 pIf ~ Seismic=l, Wind=2 --> 1 (--
1______----------------------------------------------------------------1
1 1
: DESIGN SUMMARY SEISMIC WIND:
1 ______________
1
I
M-n * Phi
MOMENT CAPACITY
=
25,480 in-#
25,480 in#
M-u APPLIED MOMENTS = 19,159 in-# 13,765 in#
@ TOP OF WALL - 1,085 779
OVERSTRESS = 0.0 0.0 %
HEIGHT / SERVICE DEFLECTION = NA NA:
______________________________________________________----------______1
I
PAGE :
PROJECT:Tiltup Bldg
SUBJECT:Twenty Ft Walls
1.
,?p. N. 'k-i.- '\Q
BY : DLM
DATE :,
LATERAL LOADINGS
Wall Wt @ 150 pcf =
Lateral Wall Wt =
68.8 psf
20.6 psf
VERTICAL LOADINGS
P-Axial : Seismic -or- Wind
P-Wall Seismic -or- Wind
Pu-Axial: Seismic -or- Wind
Pu-Wa11 : Seismic -or- Wind
Pu-Tota1: Seismic -or- Wind
ANALYSIS VALUES
As(eff) = [ Pu:tot + (As*Fy) ] I Fy
'a' = (As*Fy + Pu) 1(.85*f'c*12)
'c'= 'a' I .85
Phi : Capacity Reduction Factor
Mn = As(eff) * Fy * ( d - a/2 )
Mu = Mn * Phi
E 57,000 * (f'c^.5)
n 29,000 I Ec
Fr Mod. of Rupture: 5 * (f'c^.5)
Section Modulus (Gross)
Moment Capacity @ Cracking = S * Fr
Moment of Inertia (Gross)
Moment of Inertia : (Cracked)
Moment of Inertia : (Effective)
ACTUAL MOMENTS WI FACTORED LOADS
( Per Design Method Specified )
Basic Moment w/o P - Delta
Excess over Cracking Moment
Maximum Mid-Height Deflection
MAXIMUM APPLIED MOMENT
Basic Deflection w/o P-Delta
DEFLECTION CHECK - SERVICE LOADS
Basic Service Load Moment
Excess Over Cracking Moment
Basic Load Deflection
Total Moment @ Defl. Convergence
SERVICE LOAD DEFL. @ CONVERGENCE
Wind Load * 1.275 =
Lateral Wt * 1.403 =
20.8 psf
28.9 psf
= 15 p1f
= 859
= 16 plf
= 902 ..
-------
= 918 plf
SEISMIC WIND
--------- --------
= 0.184 in^2/ft 0.184 in^2
= 0.360 in 0.360 in
= 0.424 in 0.424 in
= 0.9 0.9
= 28,311 in-:J$ 28,311 in-#
= 25,480 in-# 25,480 in-#
= 3.1E+06 psi 3.1E+06 psi
= 9.29 9.29
= 273.9 psi 273.9 psi
= 60.5 in^3 60.5 in^3
= 16,569 in-# 16,569 in-#
= 166.4 in^4 166.4 in^4
= 9.5 in^4 9.5 in^4
NA in^4 NA in^4
SEISMIC
WIND
=
17,356 in-#
787 in-#
3.86 in
19,159 in-#
12,470 in-:J$
o in-:J$
2.77 in
13,765 in-#
=
=
=
=
3.50 in
2.51 in
SEISMIC
WIND
=
NA in-#
NA in-#
NA in
NA in-#
NA in
NA in-#
NA in-#
NA in
NA in-#
NA in
=
=
=
=
~---
c, i' )
) i~'
( '~
PROJECT:Tiltup Bldg
SUBJECT:Twenty Ft Walls
, '
'.
'7 p.. t4.7t- '-, c-
BY :DLM DATE
PRE-CAST CONCRETE
WALL PANEL DESIGN
--------------------------------------------
Considering P-Delta Effects
DESCRIPTION :
ALLOWABLE STRESSES
> f'c : Concrete =
> Fy : Reinf. =
> Phi: .9 or .72 '.
> Seismic Factor =
> Wind Load =
3,000 psi
60,000 psi
0.90
0.3
16.3 psf
> Min Vert Steel %
> Min Horiz Steel %
Max. Vert. Spacing =
Max. Horiz.Spacing =
0.0020
0.0012
18.00 in
18.00 in
CHOICE OF DESIGN METHOD
Moment of Inertia : - -
SEAOC "Yellow Book",
SEAOC "Green Book" ,
ACI Eg. (9-7)
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
Enter
Enter
Enter
------>>>
-> 1
-> 2
-> 3
1
Deflection Determination: - - ~ - - - -
To Iterate P-Delta Effects To Convergence
To Find Defl. At Moment Capacity of Section
Enter
Enter
------>>)
-) 1
-) 2
1
Shall Uniform LL Be Used With Wind/Seismic Loadings ? Y=l N=O --) 0
DESIGN DATA
( Enter All Loads UN-FACTORED )
> Point Lateral Load = 0 #
> Axial Uniform DL = 0 plf ) X-Dist. from Bottom = 0 ft
) Axial Uniform LL = 0 plf ) Seismic=l, Wind=2 --) 1 <--
______________________________________________________----------______1
1
I
I
1
I
34,272 in#:
I
1
APPLIED MOMENTS = 31,632 in-# 24,766 in#:
@ TOP OF WALL = 9,537 9,232:
OVERSTRESS = 0.0 0.0 %:
HEIGHT / SERVICE DEFLECTION = NA NA:
----------------------------------------------------------------------,
I
DESIGN SUMMARY
SEISMIC
WIND
M-n * Phi
MOMENT CAPACITY
=
34,272 in-#
M-u
LATERAL LOADINGS
Wall Wt @ 150 pcf =
Lateral Wall Wt =
68.8 psf
20.6 psf
Wind Load * 1.275 =
Lateral Wt * 1.403 =
VERTICAL LOADINGS
P-Axial : Seismic -or- Wind
P-Wall Seismic -or- Wind
Pu-Axial: Seismic -or- Wind
Pu-Wall : Seismic -or- Wind
Pu-Total: Seismic -or- Wind
ANALYSIS VALUES
As(eff) = [ Pu:tot + (As*Fy) ] / Fy
'a' = (As*Fy + Pu) /(.85*f'c*12)
'c'= 'a' I .85,
Phi : Capacity Reduction Factor
Mn = As(eff) * Fy * ( d - a/2 )
Mu = Mn * Phi
E 57,000 * (f'c^.5)
n 29,000 I Ec
Fr Mod. of Rupture: 5 * (f'c^.5)
Section Modulus (Gross)
Moment Capacity @ Cracking = S * Fr
Moment of Inertia (Gross)
Moment of Inertia : (Cracked)
Moment of Inertia . (Effective)
ACTUAL MOMENTS WI FACTORED LOADS
( Per Design Method Specified )
Basic Moment w/o P - Delta
Excess over Cracking Moment
Maximum Mid-Height Deflection
MAXIMUM APPLIED MOMENT
Basic Deflection w/o P-Delta
DEFLECTION CHECK - SERVICE LOADS
Basic Service Load Moment
Excess Over Cracking Moment
Basic Load Deflection
Total Moment @ Defl. Convergence
SERVICE LOAD DEFL. @ CONVERGENCE
=
1,400 plf
859
=
=
1,470 plf
902
=
=
2,372 plf
SEISMIC
=
0.254 in^2/ft
0.498 in
0.585 in
0.9
38,080 in-#
34,272 in-#
=
=
=
=
=
=
3.1E+06 psi
9.29
273.9 psi
60.5 in^3
16,569 in-#
166.4 in^4
11.8 in^4
, NA in^'4
=
=
=
=
=
=
SEISMIC
=
21,773 in-#
5,205 in-#
5.13 in
31,632 in-#
=
=
=
=
3.53 in
SEISMIC
=
NA in-#
NA in-#
NA in
NA in-#
NA in
=
=
=
=
20.8 psf
28.9 psf
WIND
0.254 in^'2
0.498 in
0.585 in
0.9
38,080 in-~
34,272 in-#
3.1E+06 psi
9.29
273.9 psi
60.5 in^3
16,569 in-#
166.4 in^'4
11. 8 in^4
NA in^4
WIND
17,048 in-#
479 in-#
4.02 in
24,766 in-#
2.77 in
WIND
NA in-#
NA in-#
NA in
NA in-#
NA in
\
PAGE :
PROJECT:Tiltup Bldg
SUBJECT:Twenty Ft Walls
1
..
,; )\'
I!
'? 1'>--1"\ ~'- \)
BY :DLM
DATE
PRE-CAST CONCRETE
WALL PANEL DESIGN
------------------------------------------'--
Considering P-De1ta Effects
DESCRIPTION :
ALLOWABLE STRESSES
=
3,000 psi
60,000 psi
0.90
0.3
16.3 psf
> Min Vert Steel %:
> Min Horiz Steel %:
Max. Vert. Spacing =
Max. Horiz.Spacing,=
0.0020
0.0012
18.00 in
18.00 in
> f'c : Concrete
> Fy : Reinf.
> Phi: .9 or .72
> Seismic Factor
> Wind Load
=
=
=
CHOICE OF DESIGN METHOD
Moment of Inertia : - -
SEAOC "Yellow Book",
SEAOC "Green Book" ,
ACI Eq. (9-7)
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
Enter
Enter
Enter
------)>>
-) 1
-) 2
-> 3
1
Deflection Determination: - - - - - - - - - - - - - -
To Iterate P-Delta Effects To Convergence Enter
To Find Def1. At Moment Capacity of Section Enter
----_:-))>
-> 1
-) 2
1
Shall Uniform LL Be Used With Wind/Seismic Loadings ? Y=l N=O --> 0
DESIGN DATA
( Enter All Loads UN-FACTORED )
> Clear Wall Ht. = 20 ft > Eccentric Dead Load = 0 plf
> Total Wall Ht. = 22.5 ft > Eccentric Live Load = 0 plf
Ht / Thk Ratio = 43.6 > Load Ecce~tricity = 5.75 in
(default = t/2 + 3")
> Wall Thickness = 5.5 in
> Rebar Size ' #' 5 ) Uniform Lateral Load= 0 plf
) Rebar Spacing = 12 in ) X-Dist. to Bottom = 0 ft
) X-Dist. to Top = 0 ft
>, Depth To Steel = 4 in ) Seismic=l, Wind=2 --) 2 (--
(default = t/2)
) Point Lateral Load = 0 #
) Axial Uniform DL = 2640 plf > X-Dist. from Bottom = 0 ft
) Axial Uniform LL = 4400 plf ) Seismic=l, Wind=2 --) 1 <--
______________________________________________________----------______1
1
I
I
I
I
72,325 in#:
I
I
APPLIED MOMENTS = 20,916 in-# 15,027 in#:
@ TOP OF WALL = 1,085 779:
OVERSTRESS = 0.0 0.0 %:
HEIGHT / SERVICE DEFLECTION = NA NA:
______________________________________________________----------______1
I
DESIGN SUMMARY
SEISMIC
WIND
M-n * Phi
MOMENT CAPACITY
=
72,325 in-#
M-u
\
----.------
PAGE : ~
PROJECT: Tiltup Bldg
SUBJECT: Twenty Ft Walls
?f''''''~'- \:)
BY :DLM DATE :
LATERAL LOADINGS
Wall Wt @ 150 pcf -
Lateral Wall Wt =
68.8 psf
20 . 6 \psf
Wind Load * 1.275 =
Lateral Wt * 1.403 =
20.8 psf
28.9 psf
VERTICAL LOADINGS
P-Axial :' Seismic' -or- Wind
P-Wall Seismic -or- Wind
Pu-Axial: Seismic -or- Wind
Pu-Wall : Seismic -or- Wind
Pu-Total: Seismic -or- Wind
ANALYSIS VALUES
As(eff) = [ Pu:tot + (As*Fy) ] I Fy =
'a' = (As*Fy + Pu) 1(.85*f'c*12) =
'c'= 'a' I .85 =
Phi : Capacity Reduction Factor =
Mn = As(eff) * Fy * ( d - a/2 ) =
Mu = Mn * Phi =
E 57,000 * (f'c^.5) =
n 29,000 I Ec =
Fr. Mod. of Rupture: 5 * (f'c^.5) =
Section Modulus (Gross) =
Moment Capacity @ Cracking = S * Fr =
Moment of Inertia (Gross) =
Moment of Inertia : (Cracked) =
Moment of Inertia : (Effective)
ACTUAL MOMENTS WI FACTORED LOADS
( Per Design Method Specified )
Basic Moment w/o P - Delta
Excess over Cracking Moment
Maximum Mid-Height Deflection
MAXIMUM APPLIED MOMENT
Basic Deflection w/o P-Delta
DEFLECTION CHECK - SERVICE LOADS
Basic Service Load Moment
Excess Over Cracking Moment
Basic Load Deflection
Total Moment @ Defl. Convergence
SERVICE LOAD DEFL. @ CONVERGENCE
= 2,640 plf
= 859
= 2,772 plf
= 902
-------
= 3,674 pIf
SEISMIC WIND
--------- --------
0.368 in^2/ft 0.368 in^2
0.722 in 0.722 in
0.849 in 0.849 in
0.9 0.9
80,361 in-# 80,361 in-#
72,325 in-# 72,325 in-#
3.1E+06 psi 3.1E+06 psi
9.29 9.29
273.9 psi 273.9 psi
60.5 in^3 60.5 in^3
16,569 in-# 16,569 in-#
166.4 in^4 166.4 in^4
36.4 in^4 36.4 in^4
NA in^4 NA in^4
SEISMIC
WIND
=
17,356 in-#
787 in-#
1. 10 in
20,916 in-#
12,470 in-#
o in-#
0.79 in
15,027 in-#
=
=
=
=
0.92 in
0.66 in
SEISMIC
WIND
=
NA in-#
NA in-#
NA in
NA in-#
NA in
NA in-#
NA in-#
NA in
NA in-#
NA in
=
=
=
=
:1,
i.:rtU.c.. ...
PROJECT:Tiltup B1dg
SUBJECT:Twenty Ft Walls
, /, \;
J i
BY :DLM
? r--- 'l4. \"t-l. ~
DATE
PRE-CAST CONCRETE
WALL PANEL DESIGN
--------------------------------------------
Considering P-Delta Effects
DESCRIPTION :
ALLOWABLE STRESSES
=
3,000 psi
60,000 psi
0.90
0.3
16.3 psf
> Min Vert Steel %
) Min Horiz Steel %
Max. Vert. Spacing =
Max. Horiz.Spacing =
0.0020
0.0012
18.00 in
18.00 in
> f'c : Concrete
) Fy : Reinf.
> Phi: .9 or .72
> Seismic Factor
> Wind Load
=
=
=
CHOICE OF DESIGN METHOD
Moment of Inertia : - -
SEAOC "Yellow Book",
SEAOC "Green Book" ,
ACI Eq. (9-7)
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
Enter
Enter
Enter
------)>>
-) 1
-) 2
-> 3
1
Deflection Determination: - - - - - - - - - - - -
To Iterate P-Delta Effects To Convergence Enter
To Find Def1. At Moment Capacity of Section Enter
------>>>
-) 1
-> 2
1
Shall Uniform LL Be Used With Wind/Seismic Loadings ? Y=l N=O --) 0
DESIGN DATA
( Enter All Loads UN-FACTORED )
M-n * Phi MOMENT CAPACITY = 87,703 in-# 87,703 in#
M-u APPLIED MOMENTS = 80,230 in-# 74,742 in#
@ TOP OF WALL = 47,815 47,510
OVERSTRESS = 0.0 0.0 %
HEIGHT / SERVICE DEFLECTION = NA NA
----------------------------------------------------------------------
PAGE : ~
PROJECT: Tiltup Bldg
SUBJECT: Twenty Ft Walls E
?~N~L
BY :DLM DATE .
.
LATERAL LOADINGS
Wall Wt @ 150 pcf =
Lateral Wall Wt =
68.8 psf
20.6 psf
Wind Load * 1.275 =
Lateral Wt * 1.403 =
20.8 psf
28.9 psi
VERTICAL LOADINGS
P-Axial : Seismic -or- Wind
P-Wa11 : Seismic -or- Wind
Pu-Axial: Seismic -or- Wind
Pu-Wa11 : Seismic -or- Wind
Pu-Total: Seismic -or- Wind
ANALYSIS VALUES
As(eff) = [ Pu:tot + (As*Fy) ] I Fy
'a' = (As*Fy + Pu) 1(.85*f'c*12)
'c'= 'a' / .85
Phi : Capacity Reduction Factor
Mn = As(eff) * Fy * ( d - a/2 )
Mu = Mn * Phi
E 57,000 * (f'c^.5)
n 29,000 I Ec
FE Mod. of Rupture: 5 * (f'c^.5)
Section Modulus (Gross)
Moment Capacity @ Cracking = S * Fr
Moment of Inertia (Gross)
Moment of Inertia : (Cracked)
Moment of Inertia : (Effective)
ACTUAL MOMENTS WI FACTORED LOADS
( Per Design Method Specified )
Basic Moment w/o P - Delta
Excess over Cracking Moment
Maximum Mid-Height Deflection
MAXIMUM APPLIED MOMENT
Basic Deflection w/o P-Delta
DEFLECTION CHECK - SERVICE LOADS
Basic Service Load Moment
Excess Over Cracking Moment
Basic Load Deflection
Total Moment @ Defl. Convergence
SERVICE LOAD DEFL. @ CONVERGENCE
=
7,740 plf
859
8,127 plf
902
=
=
=
=
9,029 plf
SEISMIC
=
0.457 in^2/ft
0.897 in
1. 055 in
0.9
97,448 in-#
87,703 in-#
=
=
=
=
=
=
3.1E+06 psi
9.29
273.9 psi
60.5 in^3
16,569 in-#
166.4 in^'4
41. 5 in^4
.NA in^4
=
=
=
=
=
=
SEISMIC
=
48,393 in-#
31,824 in-#
3.71 in
80,230 in-#
=
=
=
=
2.24 in
SEISMIC
=
NA in-#:
NA in-#:
NA in
NA in-#
NA in
=
=
=
=
WIND
0.457 in^2
0.897 in
1. 055 in
0.9
97,448 in-#:
87,703 in-#:
3.1E+06 psi
9.29
273.9 psi
60.5 in^3
16,569 in-#
166.4 in^4
41. 5 in^4
NA in^4
WIND
45,083 in-#
28,514 in-#
3.46 in
74,742 in-#
2.09 in
WIND
NA in-#
NA in-~
NA in
NA in-#
NA in
PROJECT:Tiltup B1dg
SUBJECT:Twenty Ft Walls
~ .l.Jr....A~ .
?f".-N~\.- ~
BY : DLM
DATE
PRE-CAST CONCRETE
WALL PANEL DESIGN
--------------------------------------------
Considering P-Delta Effects
C;;)~~N..\~G l N.
~ r~\.. '-
DESCRIPTION :
ALLOWABLE STRESSES
------------------
> f'c : Concrete = 3,000 psi > Min Vert Steel % 0.0020
> Fy : Reinf. = 60,000 psi > Min Horiz Steel % 0.0012
> Phi: .9 or .72 . 0.90 Max. Vert. Spacing = 18.00 in
> Seismic Factor = 0.3 Max. Horiz.Spacing = 18.00 in
> Wind Load = 32.6 psf
CHOICE OF DESIGN METHOD
Moment of Inertia : - -
SEAOC "Yellow Book",
SEAOC "Green Book" ,
ACI Eq. (9-7)
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
Enter
Enter
Enter
Deflection Determination: - - - - - - - - - - - - - -
To Iterate P-Delta Effects To Convergence Enter
To Find Def1. At Moment Capacity of Section Enter
------>>)
-) 1
-) 2
-> 3
1
------)))
-) 1
-) 2
1
Shall Uniform LL Be Used With Wind/Seismic Loadings? Y=l N=O --) 0
DESIGN DATA
________..l.__-
( Enter All Loads UN-FACTORED )
M-n * Phi
MOMENT CAPACITY
APPLIED MOMENTS
@ TOP OF WALL
44,902 in-#
=
=
18,676
1,087
0.0
NA
in-#
M-u
=
OVERSTRESS
HEIGHT / SERVICE DEFLECTION
=
44,902 in#
26,588
1,087
0.0
NA
in#
%
=
,
I
1
1______----------------------------------------------------------------
, I
PAGE :
PROJECT:Tiltup Bldg
SUBJECT:Twenty Ft Walls
LATERAL LOADINGS
~
?~~~I... f-
BY :DLM
DATE :
Wall Wt @ 150 pcf =
Lateral Wall Wt =
68.8 psf
20.6 psf
Wind Load * 1.275 =
Lateral Wt * 1.403 =
41. 6 psf
28.9 psf
VERTICAL LOADINGS
P-Axial : Seismic -or- Wind
P-Wall Seismic -or- Wind
Pu-Axial: Seismic -or- Wind
Pu-Wall : Seismic -or- Wind
Pu-Total: Seismic -or- Wind
ANALYSIS VALUES
As(eff) = [ Pu:tot + (As*Fy) ] I Fy =
'a' = (As*Fy + Pu) 1(.85*f'c*12) =
'c'= 'a' I .85 =
Phi : Capacity Reduction Factor =
Mn = As(eff) * Fy * ( d - a/2 ) =
Mu = Mn * Phi =
E 57,000 * (f'c~.5) =
n 29,000 I Ec =
Fr Mod. of Rupture: 5 * (f'c~.5) =
SectionlModulus (Gross) =
Moment Capacity @ Cracking = S * Fr =
Moment of Inertia (Gross) =
Moment of Inertia : (Cracked) =
Moment of Inertia : (Effective)
ACTUAL MOMENTS WI FACTORED LOADS
( Per Design Method Specified )
Basic Moment w/o P - Delta
Excess over Cracking Moment
Maximum Mid-Height Deflection
MAXIMUM APPLIED MOMENT
Basic Deflection w/o P-Delta J
DEFLECTION CHECK - SERVICE LOADS
Basic Service Load Moment
Excess Over Cracking Moment
Basic Load Deflection
Total Moment @ Defl. Convergence
SERVICE LOAD DEFL. @ CONVERGENCE
= 180 plf
= 688
= 189 pIf
= 722
-------
= 911 pIf
SEISMIC WIND
--------- --------
0.220 in^2/ft 0.220 in^2
0.431 in 0.431 in
0.507 in 0.507 in
0.9 0.9
49,891 in-# 49,891 in-#
44,902 in-# 44,902 in-#
3.1E+06 psi 3.1E+06 psi
9.29 9.29
273.9 psi 273.9 psi
60.5 in^3 60.5 in^3
16,569 in-# 16,569 in-#
166.4 in^4 166.4 in^4
25.4 in^4 25.4 in^4
NA in^4 NA in^4
SEISMIC
WIND
=
17,899 in-#
1,331 in-#
1. 41 in
18,676 in-#
25,482 in-#
8,914 in-#
2.01 in
26,588 in-#
=
=
=
=
1. 35 in
1. 93 in
SEISMIC
WIND
=
NA in-#
NA in-#
NA in
NA in-#
NA in
NA in-#
NA in-#
NA in
NA in-#
NA in
=
=
=
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.~ -:. :'000 f~\.. Q~:; <voc,:,o f~~
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L~~'-:. ~ (~v't~yh~ ' ~ ~(I(,f~)L~~l{~:::: .t~\ ~
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~ -::::. ~,-,/l(oO' -= -z..,o>(/c., /(00 ':: "Z'C+O~
rf\A~ -:; LU ~ '->~ .1r- (J4 e.- ~ (fit + f'L) A.
- .
~ ' Z '
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.___-=-~-,.\ .~:.._ ==. ~ (3~~;OO ~~.~
- - .-- - i
-,
L__
PA_G1; I 1
PROJECTJ______________~-----------
SUBJECTI_~~~~~_~~~___________
------~~~-~---- --=--
BY I .:9_~ro___ DATE J ..:.....~_ __.:_-!
------------------------------------------------------------------------------
PRE-CAST CONCRETE
WALL PANEL DESIGN
--------------------------------------------
Considering P-Delta Effects
DESCRIPTION :
ALLOWABLE STRESSES
) f'c I Concrete' =
)'Fy : Reinf. =
> Ph i I .9 or . 72 :
) Seismic Factor ~
) Wind Load =
3,000 psi
60,000 psi
.~ .'
.~
\t..b. ~; psf
) Min Vert Steel ' Y. I
) MinHoriz Steel Y.:
Max. Vert. Spacing =
Max. Horiz.Spacing =
0.0020,
0.0012
NA in
NA in
CHOICE OF DESIGN METHOD
-----------------------
Moment of Inertia I - -
SEAOC "Yellow Book"~
SEAOe "Green Book" ,
ACI Eq. (9-7) ,
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
: Enter
I Enter
I En ter
------>>>
-) 1
-) 2
-> 3
\
Deflection Determination: - - - - - - -
To Iterate P-Delta Effects To Convergence
To Find Defl. At Moment Capacity of Section:
..
.
- - - - ------))>
Enter -) 1
Enter -) 2
\
-
Shall Uniform LL Be Used With Wind/Seismic Loadings? Y=l N=O --) C)
DESIGN DATA
( Enter All Loads UN-FACTORED)
-----------
> Clear Wall Ht. = 'ZO.O f t ) Eccentric Dead Load = \'aO plf
> Total Wall Ht. = '!~..s" ft > Eccentric Live Load = ~OO; plf
Ht I Thk Ratio = 4~olll ) Load Eccentricity = ~. ~'5 in
(default =- t/2 + 3")
> Wall Thickness = .IS.S.-- in
> Rebar ,Size 'it" : 4- ' , > Uniform Lateral Load= .... .: plf
) Rebar Spacing = \~"I in > X-Dist. to Bottom = - , ft
> X-Dist. to Top = - ft
> Depth To Steei = - I in > Seismic=1, Wind=2 --) ""2:." (--
(default - t/2)
> Point Lateral Load = - , it
> Axial Uniform DL = - plf > X-Dist. from Bottom = - ft
> Axial Uniform LL = I -,~ plf > Seismic=!, Wind=2 -->. " (--
:----------------~---------~-------------------------------------------1
I DESIGN SUMMARY SEISMIC' WIND
I -------------- --------- --------
I M-n * Phi : MOMENT CAPACITY = NA in-I NA 1nl'
I 1
I M-u I APPLIED MOMENTS = NA in-* NA Inll
1 (! TOP OF WALL =- NA NA , I
r OVERSTRESS =- NA NA Y. I
.. HEIGHT I SERVICE DEFLECTION =- NA NA I
1----------------------------------------------------------------------1
1'_' .....".. 411"'\,-,- ",,,":.~.,,.ui
STRUCTURAL USRARY
r AXIAL UNIFORM LOADS
LOAD IECCENTRICITV--h-'
! "~WALL THICKNESS
l~"
,
ECCENTRIC UNIFORM LOADS ~
1-7
,~ I
/ --?If:"1"'~e..- ~
.,-'7,', I ~
/.... ...-..--. -t. t I . . e
'! 'I ~
~
E+
E+
,,~
~
~
~
~
:ei
~
iiei
-oet
~~
~~
!~
J '
:~
!~
2~
;~
(
~
~-
p: WALL
,,:
i
I
MID-HEIGHT DEFLECTION ~ '
AT CONVERGENCE T-: ..
I '
I
< ".
POINT '
LATERAL
LOAD
VERTICAL REBAR
SIZE' SPACING
~
. ,~
I ~ 1
I "
I ,
~"I..
I. .,., ,
,
I
\
DEPTH TO STEEL--
\
., PINNED __..
TlIt- Up Concrete Wall Panel Desi&D
L-_
,.. )
'..--
\
~2
PAGE,: t
PROJECT:________~______--~--------
SUBJECT:_~~=~~~_~~~~___________
---~--~~~~-~---------
BY :_~~~__ DATE :~_________
PRE-CAST CONCRETE
WALL PANEL DESIGN
Co~sidering P-Delta Effects
DESCRIPTION :
ALLOWABLE STRESSES
,) f'c . Concrete = 3,000 psi ) Min Vert Steel Y- . 0.0020
. .
) Fy . Reinf~ = 60,000 psi ) Min Horiz Steel Y- . 0.0012
. .
) Phi: .9 or .72 . . G\. ' . Max. Vert. Spacing = NA in
.
> Seismic Factor = .~O Ma:< . Horiz.Spacing = NA in
> Wind Load = \u.~, psf
CHOICE OF DESIGN METHOD
Moment of Inertia : - -
SEAOC "Yellow Book",
SEAOC "Green Book" ,
ACI Eq. (9-7) ,
.
.
Enter
Enter
Enter
------)))
-) 1
-) 2
-) 3
-L
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
.
.
.
.
Deflection Determination: - - - - - - - - - -
To Iterate P-Delta Effects To Convergence :
To Find Defl. At Moment Capacity of Section:
Enter
Enter
------))) ,
-) 1 -.L-
-) 2
Shall Uniform LL Be Used With Wind/Seismic Loadings? Y=1 N=O --) 0
-
DESIGN DATA
Enter All Loads UN-FACTORED)
=
24.0 ft > Eccentric Dead Load = - plf
'2.4.0 ft > Eccentric Live Load = - plf
) Load Eccentricity = - in
(default = t/2 + 3" )
~,.:;. , in
4- > Uniform Lateral Load= plf
\ ~I in l\\\ > X-Dist. to Bottom = - . ft
) X-Dist. to Top = ft
- r in > Seismic=1, Wind=2 --) ~.; , '<--
) F'oint Lateral Load = 0 #
"2Z~ plf > X-Dist. from Bottom = 0 ft
i "':7"1 tS' plf > Seismic=1, Wind=2 --) , 1 <--
> Clear Wall Ht.
> Total Wall Ht.
Ht / Thk Ratio
=
=
> Wall Thickness
> Rebar Size '#'
> Rebar Spacing
=
.
.
=
> Depth To Steel
(defaul t = t/2)
=
> Axial Uniform DL =
> Axial Uniform LL =
f----------------------------------------------------------------------1
: DESIGN SUMMARY
: --------------
.
,
SEISMIC
WIND
M-n * Phi
: MOMENT CAPACITY
=
NA in-#
NA intI
M-u : APPLIED MOMENTS = NA in-# NA intI
@ TOP OF WALL = NA NA I
OVERSTRESS = NA NA Y- .
,
HEIGHT / SERVICE DEFLECTION = NA NA .
.
------- -
PAGE: ~
PROJECT:__________________________
SUBJECT:__________________________
--------------------------
BY :_________ DAT6 1__________
LATERAL LOADINGS
------------------------------------------------------------------------------
Wall Wt @ 150 pcf =
Lateral Wall Wt =
NA psf
NA.psf
Wind Load * 1.275 =
Lateral Wt * 1.403 =
VERTICAL LOADINGS
Seismic
: Seismic
-or- Wind
-or- Wind
P-Axial :
P-Wall
Pu-Axial: Seismic
Pu-Wall : Seismic
-or- Wind
-or- Wind
Pu-Total: Seismic -or- Wind
ANALYSIS VALUES
As(eff) = [ Pu:tot + (As*Fy) ] I Fy
'a' = (As*Fy + Pu) 1(.85*f.c*12)
, c ' = ' a' I . 85
Phi : Capacity Reduction Factor
Mn = As(eff) * Fy * ( d - a/2 )
Mu = Mn * Phi
E : 57,000 * (f'c^.5)
n : 29,000 I Ec
Fr : Mod. of Rupture: 5 * (f'c^.5)
Section ~odulus : (Gross)
Moment Capacity @ Cracking = S * Fr
Moment of Inertia: (Gross)
Moment of Inertia: (Cracked)
Moment of Inertia : (Effective)
ACTUAL 'MOMENTS WI FACTORED LOADS
( Per Design Method Specified )
Basic Moment w/o P -Delta
Excess over Cracking Moment
Maximum Mid-Height Deflection
MAXIMUM APPLIED MOMENT
Basic Deflection w/o P-Delta
DEFLECTION CHECK - SERVICE LOADS
--------------------------------
Basic Service Load Moment
Excess Over Cracking Moment
Basic Load Deflection
Total Moment @ Defl. Convergence
=
NA plf
NA II
=
=
NA plf
NA II
=
NA plf
SEISMIC
-....-------
=
NA in^2/ft
NA in
NA in
NA
NA in-:It
NA in-=I+
=
=
=
=
=
=
NA psi
NA
NA psi
NA in.....3
NA in-:It
NA in^4
NA i n"4
NA in....4
=
=
=
=
=
=
SEISMIC
=
NA in-#'
NA in-:It
NA in
NA in-:It
=
=
=
=
NA in
SEISMIC
=
NA in-#
NA in-:It
NA in
NA in-:It
=
=
=
. NA psf
NA psf
WIND
NA in.....2
NA in
NA in
NA
NA in-:It
NA in-:It
NA psi
NA
NA psi
NA i n...'3
NA in-:It
NA in^4
NA i n....4
NA in....4
WIND
NA in-=I+
NA in-:It
NA in
NA in-:It
NA in
WIND
NA in-:It
NA in-:It
NA in
NA in-#
PAGE.:: t
PROJECT::__________________________
SUBJECT::_~~~~~__~~~___________
------~~~~-~---------
BY ::~_~to___ DATE ::_______:__
------------------------------------------------------------------------------
PRE-CAST CONCRETE
WALL PANEL DESIGN
--------------------------------------------
Considering P-Delta Effects
DESCRIPTION :
ALLOWABLE STRESSES
) f'c: :: Concrete
) Fy :: Reinf.
) Ph i :: . 9 or ~ 72
) Seismic: Fac:tor
) Wind Load
= 3,000 psi
= 60,000 psi
:: ..~ - '
= ,.":b
= 'lb. ~ ~. psf
) Min Vert Steel' Y. . 0.0020,
.
) Min Horiz Steel Y. . 0.0012
.
Ma:<. Vert. Spacing = NA in
Max., Horiz. Spac:ing = NA in
CHOICE OF DESIGN METHOD
.
.
Enter
Enter
Enter
------)))
-) 1
-) 2
-) 3
\
Moment of Inertia :: - -
SEAOC "Yellow Book",
SEAOC "Green Book" ,
ACI Eq. (9-7) ,
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
::
.
.
Deflection Determination:: - - - - - - -
To Iterate P-Delta Effects To Convergence
To Find Defl. At Moment Capacity of Section ::
. ,
.
Enter
Enter
------)>)
-) 1
-) '2
\
-
Shall Uniform LL Be Used With Wind/Seismic Loadings? Y=l N=O --) 0
DESIGN DATA
( Enter All Loads UN-FACTORED)
-----------"" i
> Clear Wall Ht. = 1.~~ ft ) Ecc.entric Dead Load = "2~~ plf
) Total Wall Ht. = 'l.~ ft ) Eccentric Live Load = . ~1.;)i plf
Ht I Thk Ratio = ) Load Eccentricity = ~.15 in
(defaul t = t/2 + 3")
) Wall Thickness = .&0 loS, in
> Rebar Size ':It . : 4 > Uniform Lateral Load= - plf
) Rebar Spacing = \ "7-' I in ) X-Dist. to Bottom = - I ft
> X-Dist. to Top' = ft
) Depth To Steel = - I in ) Seismic=1, Wind=2 --) "'Z. " (--
(default = t/2)
) Point Lateral Load = - , It
) A:<i al Uni form DL = - plf ) X-Dist. from Bottom = ft
) Ax i al Uni form LL = - plf ) Seismic=1, Wind=2 --) I , (--
:----------------------------------------------------------------------
DESIGN SUMMARY SEISMIC' WIND
-------------- --------- --------
M-n * Phi . MOMENT CAPACITY = NA in-It NA in:lt
.
M-u . APPLIED MOMENTS = NA in-It NA in:lt
.
@ TOP OF WALL = NA NA
OVERSTRESS = NA NA Y.
HEIGHT I SERVICE DEFLECTION = NA NA
----------------------------------------------------------------------
it~/
,J
,1 ( -
I;~'- 'r!
If
}v
,t'
I .
l"V
y
(I:P ,?rJ
0-
,lj
PAGE ,,: 1
PROJECT:
--------~----------------
SUBJECT:~~~~~~~_~~~~___________
-----_?~~~~~---~------
BY :Jj~___ DATE :~_________
f I
t 0
1'/ \
t-fI
I) ...1,
7
PRE-CAST CONCRETE
WALL PANEL DESIGN
Considering P-Delta Effects
DESCRIPTION :
ALLOWABLE STRESSES
> f 'c . Concrete = 3,000, psi > Min Vert Steel 'l. : 0.0020,
.
:> Fy . Reinf. , = 60,000 psi :> Min Horiz Steel 'l. . 0.0012
. .
:> Phi: .9 or .72 . .~, ' M~u( . Vert. Spacing = NA in
.
:> Seismic Factor == ' .-a Max.' Horiz. Spacing = NA in
> Wind Load = \(~t~ ;. psf
CHOICE OF DESIGN METHOD
Moment of Inertia . - - - - - - - - - - - - - - - ------:>))
.
SEAOC "Yellow ,Book", Using I-cracked Only . Enter -:> 1
.
SEAOC "Green Book" , Using I-cr & I-gross : Enter -) 2
ACI Eq. (9-7 ) , Using I-effective : Enter -) 3
Deflection Determination: - - - - - - -
To Iterate P-Delta Effects To Convergence :
To Find Defl. At Moment Capacity of Section:
Enter
Enter
------:>:>)
-) 1
-) 2
Shall Uniform LL Be Used With Wind/Seismic Loadings? V=1 N=O --) C
DESIGN DAT~
Enter All Loads UN-FACTORED)
Eccentric Dead Load = \ ~OCO! plf
Eccentric Li ve Load = ~",OOO pI f
Load Eccentricity = ~Ij~ in
(default = t/2 + 3")
=
=
"2.c\ ft >
"Z..~ ft :>
)
J$.~ in
- :>
~
, (b' in )
:>
4, in :>
Uniform Lateral Load=
X-Dist. to Bottom =
X-Dist. to Top =
Seismic=1, Wind=2 --)
.... plf
- , ft
- ft
"t!.. ' .. (--
- I I
- ft
, (--
:> Clear Wall Ht.
:> Total Wall Ht.
Ht I Thk Ratio
=
> Wall Thickness
:> Rebar Size 'I'
:> Rebar Spacing
=
.
.
=
) Depth To Steel
(default = t/2)
=
-
plf
plf
:> Point Lateral Load =
:> X-Dist. from Bottom =
> Seismic=1, Wind=2 --)
) Axial Uniform DL ==
) Axial Uniform LL =
-
:----------------------------------------------------------------------:
I
,
I
I
DESIGN SUMMARY
SEISMIC'
WIND
M-n * Phi : MOMENT CAPACITY
=
NA in-#
NA inll
M-u I APPLIED MOMENTS = NA in-# NA inll
@ TOP OF WALL = NA NA 1
OVERSTRESS = NA NA Y. 1
HEIGHT I SERVICE DEFLECTION = NA NA I
-------------------------------------------------~--------------------1
, ,)
'1)
"? 1'1.... ~)jV
,'I ~ iJ
!J 1;1:~
// .f'.?-J
,{)v ~
t/"
. PAGE ~ 1
PROJECT: ' , ,
SUBJECT:=~~~~=~~~~~========
'?.....~~~ ~
-----------------~--------
BY :_~~DOL__ DATE :__________
------------------------------------------------------------------------------
PRE-CAST CONCRETE
WALL PANEL DESIGN
Considering P-Delta Effects
DESCRIPTION :
ALLOWABLE STRESSES
) fOe: Concrete
> Fy : Reinf.'
> Ph i I . 9 or . 72
> Seismic Factor
) Wind Load
= 3,000 psi
= 60,000 psi
: .C\, .-.
= ,~-,
= \~t-o psf
> Min Vert Steel 'Y. : 0.0020,
> Min Horiz Steel ;. . 0.0012 ,
.
Max. Vert. Spacing = NA in
Max. Horiz.Spacing = NA in
CHOICE OF DESIGN METHOD
Moment of Inertia: - - - - - - - - - -'" - - - - - ------>>> I
"
SEAOC "Yellow Book", Using I-cracked Only . Enter -) 1
.
SEAOC "Green Book" Using I-cr & I-gross . Enter -) 2
, .
ACI Eq. ( 9-7) Using I-effective . Enter -) 3
, .
Deflection Determination: - - - - - - -
To Iterate P-Oel ta Effects To Convergence :'
To Find Defl. At Moment Capacity of Section:
- - - - ------>>> I
Enter ->1 -
Enter -) 2
Shall Uniform LL Be Used With Wind/Seismic Loadings? Y=l N=O --) 0
DESIGN DATA
( Enter All Loads UN-FACTORED)
----------- ,
(..4, \ - .
) Clear Wall Ht. = ft ) Eccentric Dead Load = \~ 'Z.o. pi f
> Total Wall Ht. = '2~' ft > Eccentric Live Load = '~'Z.OO pI f
Ht / Thk Rati,o = - > Load Eccentricity = ~.15 in
,
(defaul t = t/2 + 3")
> Wall Thickness = 5.~. in
> Rebar Size o it 0 : -1%.'$ > Uniform Lateral Load=: 0. plf
) Rebar Spacing = \1...' , in \"V > X-Dist. to Bottom == <:> ft
> X-Dist. to Top =: 0 ft
> Depth To Steel ;:: ~ I in ) Seismic=!, Wind=2 --> ..,... .. (--
...
(default = t/2)
) Point Lateral Load = _i I
> Ax i al Uniform OL = - plf > X-Dist. from Bottom = - 'ft
> Axial Uni form LL = - plf > Seismic=1, Wind=2 --> I \ (--
1-------------------------------------------------------------------___1
DESIGN SUMMARY SEISMIC WIND
-------------- --------- --------
M-n * Phi . MOMENT CAPACITY = NA in-I NA inl
.
M-u I APPLIED MOMENTS = NA in-t NA in>>
@ TOP OF WALL = NA NA
~-'
OVERSTRESS ::0 NA NA Y.
HEIGHT I SERVICE DEFLECTION = NA NA
------------------------~---------------------------------------------
'"
,'7 1 .,"'-
,......, ~(<; I rr'
\ '1/:;) \ r
\ 1, t"': {''
\"\
PAGE: t
PRQJECT:__________________________
SUBJECT:__~~~_~~~~~_________
-------~~~~-~--------
BY =_JJ~{n__ DATE =__________
--------------------------------------------------------~---------------------
PRE-CAST CONCRETE
WALL PANEL DESIGN
'--------------------------------------------
Considering P-Delta Effects
DESCRIPTION :
ALLOWABLE STRESSES
> f'c . Concrete = 3,000 psi ) Min Vert Steel Y- . 0.0020
. .
) Fy . Reinf. = 60,000 psi ) Min Horiz Steel % . 0.0012
. .
) Phi: .9 or .72 . .~, ' Max. Vert. 'Spacing = NA in
.
> Seismic Factor = .~ Ma:<. Horiz.Spacing = NA in
) Wind Load = 1>"Z...Gt- pSf
CHOICE OF DESIGN METHOD
-----------------------
:
Enter
Enter
Enter
------)))
-) 1
-) 2
-) 3
\
Moment of Inertia : - -
SEAOC "Yellow Book,r, ,
SEAOC "Green Book" ,
ACI Eq. (9-7) ,
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
=
.
.
Deflection Determination: - - - - - - - - - -
To Iterate P-Delta Effects To Convergence :
To Find Defl. At Moment Capacity of Section =
- - - - ------))>
Enter -) 1
Enter -) 2
\
-
Shall Uniform LL Be Used With Wind/Seismic Loadings? Y=1 N=O --)
o
-
DESIGN DATA
( Enter All Loads UN-FACTORED)
----------- ! ,
) Clear Wall Ht. = '2~ ft ) Eccentric Dead Load = "'Z."Z.5 plf
) Total Wall Ht. = 'Z...~ ft ) Eccentric Live Load = ' ~'VS' plf
Ht / Thk Ratio = -- .'!-~~ ) Load Eccentricity = "2..1 ~ in
(defaul t = t/2 + 3")
> Wall Thickness = ~in
> Rebar Size '* ' : ) Uniform Lateral Load= plf
) Rebar Spacing = \ (,;,., in ) X-Dist. to Bottom = - J ft
) X-Dist. to Top = ft
) Depth To Steel = ~I in ) Seismic=!, Wind=2 --) - " (--
(default = t/2)
> Point Lateral Load = -, *
> Ax i al Uni form DL = - plf ) X-Dist. from Bottom = - ft
> Ax i al Uniform LL = - plf > Seismic=1, Wind=2 --) I \ (--
:--------------------------~-------------------------------------------:
.
I
I
I
DESIGN SUMMARY
SEISMIC'
WIND
: --------------
.
.
.
.
M-n * Phi :
MOMENT CAPACITY
=
NA in-#
NA in#:
M-u I APPLIED MOMENTS = NA in-* NA in#:
@ TOP OF WALL = NA NA I
OVERSTRESS = NA NA % I
HEIGHT / ~RVICE DEFLECTION = NA NA I
1----------------------------------------------------------------------1
PAGE \
PROJECT:
SUBJECT:Walls 24 Ft
BY
DATE :DLM
PRE-CAST CONCRETE
WALL PANEL DESIGN
Considering P-Delta Effects
DESCRIPTION
ALLOWABLE STRESSES'
> f'c :, Concrete =
> Fy : Reinf. =
> Phi: '.9 or .72
> Seismic Factor =
> Wind Load =
3,000 psi > Min Vert Steel % 0.0020
60,000 psi' > Min Horiz Steel % 0.0012
0.90 Max. Vert. Spacing = 18.00 in
0.3 Max. Horiz.Spacing = 18.00 in
16.3 psf
CHOICE OF DESIGN METHOD
Moment of Inertia :- -
SEAOC "Yellow Book",
SEAOC "Green Book" ,
ACI Eq. (9-7)
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
Enter
Enter
Enter
------>>>
-) 1
-> 2
-> 3
1
Deflection Determination: - - - - - - - - - -
To Iterate P-Delta Effects To Convergence
To Find Defl. At Moment Capacity of Section
- - - - ------)))
Enter -> 1
Enter -> 2
1
Shall Uniform LL Be Used With Wind/Seismic Loadings ? Y=l N=O --> 0
DESIGN DATA
( ,Enter All Loads UN-FACTORED )
> Clear Wall Ht. = 24 ft > Eccentric' Dead Load = o plf
} Total Wall Ht. = 24 ft } Eccentric Live Load = o plf
Ht / Thk Ratio = 52.4 ) Load Eccentricity = 5.75 in
(default = t/2 + 3")
> Wall Thickness = 5.5 in
) Rebar Size ' it: , 4 > Uniform Lateral Load= 0 plf
> Rebar Spacing = 11 in > X-Dist. to Bottom = 0 ft
) X-Dist. to Top = 0 ft
> Depth To Steel = 2.75 in ) Seismic=l, Wind=2 --} 2 <--
(default = t/2)
) Point Lateral Load = 0 it:
> A~ial Uniform DL = 225 p1f > X-Dist. from Bottom = 0 ft
> Axial Uniform LL = 375 plf ) Seismic=l, Wind=2 --) 1 (--
______________________________________________________----------______1
I
I
I
1
,
31,674 in#:
I
I
init::
I
I
% :
,
I
----------------------------------------------------------------------,
I
DESIGN SUMMARY
SEISMIC
WIND
M-n * Phi
MOMENT CAPACITY
=
31,674 in-#
OVERSTRESS
HEIGHT / SERVICE DEFLECTION
=
29,944
o
0.0
NA
in-it:
21,514
o
0.0
NA
M-u
APPLIED MOMENTS
@ TOP OF WALL
=
=
=
PROJECT:
SUBJECT:Walls 24 Ft
PAGE "2.
BY
DATE :DLM
LATERAL LOADINGS
Wall Wt @ 150 pcf =
Lateral Wall Wt =
68.8 psf
20.6 psf
VERTICAL LOADINGS
-----------------
P-Axial : Seismic -or- Wind
P-Wa11 Seismic -or- Wind
Pu-Axial: Seismic -or- Wind
Pu-Wall : Seismic -or- Wind
Pu-Total: Seismic -or- Wind
ANALYSIS VALUES
---------------
Wind Load * 1.275 =
Lateral Wt * 1.403 =
20.8 psf
28.9 psf
= 225 plf
= 825
= 236 p1f
= 866
-------
= 1,103 plf
SEISMIC WIND
--------- --------
Fy = 0.233 in~2/ft 0.233 in~2
= 0.456 in 0.456 in
= 0.537 in 0.537 in
= 0.9 0.9
= 35,193 in-it: 35,193 in-it:
= 31,674 in-it: 31,674 in-it:
As(eff) = [ Pu:tot + (As*Fy) ] I
'a' = (As*Fy + Pu) 1(.85*f'c*12)
'c'= 'a' I .85
Phi : Capacity Reduction Factor
Mn = As(eff) * Fy * ( d - a/2 )
Mu = Mn * Phi
E 57,000 * (f'c^.5)
n 29,090 I Ec
Fr Mod. of Rupture: 5 * (f'c^.5)
Section Modulus (Gross)
Moment Capacity @ Cracking = S * Fr
Moment of Inertia (Gross)
Moment of Inertia : (Cracked)
Moment of Inertia : (Effective)
ACTUAL MOMENTS WI FACTORED LOADS
( Per Design Method Specified )
Basic Moment w/o P - Delta
Excess over Cracking Moment
Maximum Mid-Height Deflection
MAXIMUM APPLIED ~OMENT
Basic Deflection w/o P-Delta
DEFLECTION CHECK - SERVICE LOADS
Basic Service Load Moment
Excess Over Cracking Moment
Basic Load Deflection
Total Moment @ Defl. Convergence
SERVICE LOAD DEFL. @ CONVERGENCE
= 3.1E+06 psi
= 9.29
= 273.9 psi
= 60.5 in^3
= 16,569 in-it:
= 166.4 in^4
= 11.2 in^4
NA in^4
SEISMIC
=
24,993 in-it:
8,424 in-it:
7.40 in
29,944 in-it:
=
=
=
=
6.17 in
SEISMIC
=
NA in-it:
NA in-it:
NA in
NA in-it:
NA in
=
=
=
=
3.1E+06 ps'i
9.29
273.9 psi
60.5 in^3
16,569 in-it:
166.4 in^4
11. 2 in^4
NA in^4
WIND
17,956 in-it:
1,387 in-it:
5.31 in
21,514 in-it:
4.44 in
WIND
NA in-it:
NA in-it:
NA in
NA in-it:
NA in
~.n\.AL!. ";)
PROJECT:
SUBJECT:Walls 24 Ft
BY :-:-
DATE :DLM
WALL PANEL DESIGN
PRE-CAST CONCRETE
--------------------------------------------"
DESCRIPTION :
ALLOWABLE STRESSES
> f'c : Concrete
> Fy : Reinf.
> Phi: .9 or .72
> Seismic Factor
> Wind Load
CHOICE OF DESIGN METHOD
Moment of Inertia : - -
SEAOC i'Yellow Book",
SEAOC "Green Book" ,
ACI Eq. (9-7)
Considering P-Delta Effects
=
3,000 psi
60,000 psi
0.90
0.3
16.3 psf
> Min Vert Steel %
> Min Boriz Steel %
Max. Vert. Spacing =
Max. Horiz.Spacing =
0.0020
0.0012
18.00 in
18.00 in
=
=
=
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
Enter
Enter
Enter
------>>>
-> 1
-) 2
-> 3
1
Deflection Determination: - - - - - - - - - - - -
To Iterate P-Delta Effects To Convergence Enter
To Find Defl. At Moment Capacity of Section Enter
------)>)
-) 1
-) 2
1
Shall Uniform LL Be Used With Wind/Seismic Loadings ? Y=l N=O --> 0
DESIGN DATA
Enter All Loads UN-FACTORED )
) Point Lateral Load = 0 #
> Axial Uniform DL = 0 p1f > X-Dist. from Bottom = 0 ft
) Axial Uniform LL = 0 plf ) Seismic=l, Wind=2 --) 1 (--
______________________________________________________----------______1
1
I
I
I
I
31,674 in#:
1
I
APPLIED MOMENTS = 30,333 in-# 21,903 in#:
@ TOP OF WALL = 650 650:
OVERSTRESS = 0.0 0.0 %:
HEIGHT / SERVICE DEFLECTION = NA NA:
______________________________________________________----------______1
I
> Clear Wall Ht. =
) Total Wall Ht. =
Ht / Thk Ratio =
> Wall Thickness =
) Rebar Size '#'
> Rebar Spacing =
> Depth To Steel =
(default = t/2)
DESIGN SUMMARY
24 ft ) Eccentric Dead Load = 225 plf
24 ft > Eccentric Live Load = 375 plf
52.4 ) Load Eccentricity = 2.75 in
(default = t/2 + 3")
5.5 in
4 ) Uniform Lateral Load= 0 plf
11 in > X-Dist. to Bottom = 0 ft
> X-Dist. to Top = 0 ft
2.75 in > Seismic=l, Wind=2 --) 2 (--
SEISMIC
WIND
M-n * Phi
MOMENT CAPACITY
=
31,674 in-#
M-u
PAGE ~
PROJECT:
SUBJECT:Walls 24 Ft
LATERAL LOADINGS
BY :
DATE :DLM
Wall Wt @ 150 pcf =
Lateral Wall Wt
68.8 psf
20.6 psf
Wind Load * 1.275 =
Lateral Wt * 1.403 =
20.8 psf
28.9 psf
VERTICAL LOADINGS
-----------------
P-Axial : Seismic -or- Wind
P-Wall Seismic -or- Wind
Pu-Axial: Seismic -or- Wind
Pu-Wall : Seismic -or- Wind
Pu-Total: Seismic -or- Wind
ANALYSIS VALUES
---------------
As(eff) = [ Pu:tot + (As*Fy) ] I Fy =
'a' = (As*Fy + Pu) 1(.85*f'c*12) =
'c'= 'a' I .85 =
Phi : Capacity Reduction Factor =
Mn = As(eff) * Fy * ( d - a/2 ) =
Mu = Mn * Phi =
E 57,000'* (f'c~.5) =
n 29,000 I Ec =
Fr Mod. of Rupture: 5 * (f'c~.5) =
Section Modulus (Gross) =
Moment Capacity @ Cracking = S * Fr =
Moment of Inertia (Gross) =
Moment of Inertia : (Cracked) =
Moment of Inertia : (Effective)
ACTUAL MOMENTS WI FACTORED LOADS
( Per Design Method Specified )
Basic Moment w/o P - Delta
Excess over Cracking Moment
Maximum Mid-Height Deflection
MAXIMUM APPLIED MOMENT
Basic Deflection w/o P-Delta
DEFLECTION CHECK - SERVICE LOADS
Basic Service Load Moment
Excess Over Cracking Moment
Basic Load Deflection
Total Moment @ Defl. Convergence
SERVICE LOAD DEFL. @ CONVERGENCE
=
225 p1f
825
236 plf
866
-------
1,103 pIf
SEISMIC WIND
--------- --------
0.233 in~2/ft 0.233 in~2
0.456 in 0.456 in
0.537 in 0.537 in
0.9 0.9
35,193 in-# 35,193 in-#
31,674 in-# 31,674 in-#
3.1E+06 psi 3.1E+06 psi
9.29 9.29
273.9 psi 273.9 psi
60.5 in~3 60.5 in~3
16,569 in-# 16,569 in-#
166.4 in~4 166.4 in^4
11. 2 in^4 11. 2 in~4
- NA in~4 NA in^4
=
=
=
=
SEISMIC
WIND
=
25,317 in-#
8,749 in-#
7.49 in
30,333 in-#
18,281 in-#
1,712 in-#
5.41 in
21,903 in-#
=
=
=
=
6.25 in
4.52 in
SEISMIC
WIND
=
NA in-#
NA in-#
NA in
NA in-#
NA in
NA in-#
NA in-#
NA in
NA in-#
NA in
=
=
=
=
PROJECT:
SUBJECT:Walls 24 Ft
BY:'
DATE :DLM
PRE-CAST CONCRETE
WALL PANEL DESIGN
--------------------------------------------
Considering P-Delta Effects
DESCRIPTION :
ALLOWABLE STRESSES
) f'c : Concrete
) Fy : Reinf.
) Phi: .9 or .72
) Seismic Factor
) Wind Load
=
3,000 psi
60,000 psi
0.90
0.3
16.3 psf
) Min Vert Steel %
) Min Horiz Steel %
Max. Vert. Spacing =
Max. Horiz.Spacing =
0.0020
0.0012
18.00 in
18.00 in
=
=
=
CHOICE OF DESIGN METHOD
Moment of Inertia : - -
SEAOC "Yellow Book",
SEAOC "Green Book" ,
ACI Eq. (9-7)
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
Enter
Enter
Enter
------)))
-) 1
-) 2
-) 3
1
Deflection Determination: - - - - - - -
To Iterate P-Delta Effects To Convergence
To Find Def1. At Moment Capacity of Section
Enter
Enter
------)))
-) 1
-) 2
1
DESIGN SUMMARY SEISMIC WIND
-------------- --------- --------
M-n * Phi MOMENT CAPACITY = 138,396 in-# 138,396 in#
M-u APPLIED MOMENTS = 122,180 in-# 112,843 in#
@ TOP OF WALL = 57,960 57,960
OVERSTRESS = 0.0 0.0 %
HEIGHT / SERVICE DEFLECTION = NA NA
PAGE CD
PROJECT:
SUBJECT:Walls 24 Ft
BY:"
DATE :DLM
~
LATERAL LOADINGS
Wall Wt @ 150 pcf =
Lateral Wall Wt =
68.8 psf
20.6 psf
Wind Load * 1.275 =
Lateral Wt * 1.403 =
20.8 psf
28.9 psf
VERTICAL LOADINGS
-----------------
P-Axial : Seismic -or- Wind
P-Wall Seismic -or- Wind
Pu-Axial: Seismic -or- Wind
Pu-Wall : Seismic -or- Wind
Pu-Total: Seismic -or- Wind
ANALYSIS VALUES
---------------
As(eff) = [ Pu:tot + (As*Fy) ] I Fy =
'a' = (As*Fy + Pu) 1(.85*f'c*12) =
'c'= 'a' I .85 =
Phi : Capacity Reduction Factor =
Mn = As(eff) * Fy * ( d - a/2 ) =
Mu = Mn * Phi =
E 57,000 * (f'c^.5) =
n 29,000 I Ec =
Fr Mod. of Rupture: 5 * (f'c^.5) =
Section Modulus (Gross) =
Moment Capacity @ Cracking = S * Fr =
Moment of Inertia (Gross) =
Moment of Inertia : (Cracked) =
Moment of Inertia : (Effective)
ACTUAL MOMENTS WI FACTORED LOADS
( Per Design Method Specified )
Basic Moment w/o P - Delta
Excess over Cracking Moment
Maximum Mid-Height Deflection
MAXIMUM APPLIED MOMENT
Basic Deflection w/o P-Delta
DEFLECTION CHECK - SERVICE LOADS
Basic Service Load Moment
Excess Over Cracking Moment
Basic Load Deflection
Total Moment @ Defl. Convergence
SERVICE LOAD DEFL. @ CONVERGENCE
=
9,600 plf
825
10,080 plf
866
-------
10,946 plf
SEISMIC WIND
--------- --------
0.796 in^2/ft 0.796 in^2
1.561 in 1. 561 in
1.836 in 1. 836 in
0.9 0.9
153,773 in-#: 153,773 in-#:
138,396 in-#: 138,396 in-#:
3.1E+06 psi 3.1E+06 psi
9.29 9.29
273.9 psi 273.9 psi
60.5 in^3 60.5 in^3
16,569 in-#: 16,569 in-#:
166.4 in^4 166.4 in^4
59.4 in^4 59.4 in^4
NA in^4 NA in^4
=
=
=
=
SEISMIC
WIND
= 62,370 in-#:
= 45,801 in-#:
= 5.69 in
= 122,180 in-#:
57,604 in-#
41,035 in-#
5.26 in
112,843 in-#:
=
2.91 in
2.68 in
SEISMIC
WIND
=
NA in-#:
NA in-#
NA in
NA in-#:
NA in
NA in-#
NA in-#
NA in
NA in-#:
NA in
=
=
=
=
PAGE L
PROJECT:
SUBJECT:Wal1s 24 Ft
BY :
DATE :DLM
PRE-CAST CONCRETE
WALL PANEL DESIGN
Considering P-Delta Effects
DESCRIPTION :
ALLOWABLE STRESSES
> f'c :' Concrete
> Fy : Reinf.
) Phi: .9 or .72
) Seismic Factor
> Wind Load
=
3,000 psi
60,000 psi
0.90
0.3
32.6 psf
> Min Vert Steel %
) Min Horiz Steel %
Max. Vert. Spacing =
Max. Horiz.Spacing =
0.0020
0.0012
18.00 in
18.00 in
=
=
=
CHOICE OF DESIGN METHOD
Moment of Inertia : - -
SEAOC "Yellow Book",
SEAOC "Green Book" ,
ACI Eq. (9-7)
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
Enter
Enter
Enter
------)))
-) 1
-) 2
-) 3
1
Deflection Determination: - - - - - - - - - - - - - -
To Iterate P-Delta Effects To Convergence Enter
To Find Defl. At Moment Capacity of Section Enter
------)))
-) 1
-) 2
1
Shall Uniform LL Be Used With Wind/Seismic Loadings? Y=l N=O --) 0
DESIGN DATA
( ,Enter All Loads UN-FACTORED )
> Clear Wall Ht. = 24 ft ) Eccentric Dead Load = 225 p1f
> Total Wall Ht. = 24 ft > Eccentric Live Load = 325 pIf
Ht / Thk Ratio = 52.4 ) Load Eccentricity = 2.75 in
(default = t/2 + 3")
> Wall Thickness = 5.5 in
> Rebar Size ' #' 5 ) Uniform Lateral Load= 0 plf
> Rebar Spacing = 12 in ) X-Dist. to Bottom = 0 ft
) X-Dist. to Top = 0 ft
) Depth To Steel = 4 in ) Seismic=l, Wind=2 --) 2 (--
(default = t/2)
) Point Lateral Load = 0 #
> Axial Uniform DL = 0 p1f ) X-Dist. from Bottom = 0 ft
) Axial Uniform LL = 0 plf ) Seismic=l, Wind=2 --) 1 (--
.----------------------------------------------------------------------.
, I
: DESIGN SUMMARY SEISMIC WIND:
. ______________ _________ ________ I
I I
: M-n * Phi MOMENT CAPACITY = 64,639 in-# 64,639 in#:
I .
I I
: M-u APPLIED MOMENTS = 26,795 in-# 38,352 in#:
: @ TOP OF WALL = 650 650:
: . OVERS TRESS = 0 . 0 0 . 0 %:
: HEIGHT / SERVICE DEFLECTION = NA NA:
1______-----------------------------------------------_________________,
I I
PAGE -8
PROJECT:
SUBJECT: Walls 24 .1ft
LATERAL LOADINGS
BY ; - \.. . " ~
DATE :DLM
Wall Wt @ 150 pcf - '
Lateral Wall Wt =
68.8 psf
20.6 psf
Wind Load * 1.275 =
Lateral Wt * 1.403 =
41. 6 psf
28.9 psf
VERTICAL LOADINGS
-----------------
P-Axial : Seismic -or- Wind
P-Wall Seismic -or- Wind
Pu-Axial: Seismic -or- Wind
Pu-Wall : Seismic -or- Wind
Pu-Total: Seismic -or- Wind
ANALYSIS VALUES
As(eff) = [ Pu:tot + (As*Fy) ] I Fy =
'a' = (As*Fy + Pu) 1(.85*f'c*12) =
'c'= 'a' I .85 =
Phi : Capacity Reduction Factor =
Mn = As(eff) * Fy * ( d - a/2 ) =
Mu = Mn * Phi =
E 57,000 * (f'c^.5) =
n 29,000 I Ec =
Fr Mod. of Rupture: 5 * (f'c^.5) =
Section Modulus (Gross) =
Moment Capacity ,@ Cracking = S * Fr =
Moment of Inertia (Gross) =
Moment of Inertia : (Cracked) =
Moment of Inertia : (Effective)
ACTUAL MOMENTS WI FACTORED LOADS
Per Design Method Specified )
Basic Moment w/o P - Delta
Excess over Cracking Moment
Maximum Mid-Height Deflection
MAXIMUM APPLIED MOMENT
Basic Deflection w/o P-Delta
DEFLECTION CHECK - SERVICE LOADS
Basic Service Load Moment
Excess Over Cracking Moment
Basic Load Deflection
Total Moment @ Defl. Convergence
SERVICE LOAD DEFL. @ CONVERGENCE
=
225 plf
825
236 plf
866
-------
1,103 plf
SEISMIC WIND
--------- --------
0.325 in^2/ft 0.325 in^2
0.638 in 0.638 in
0.750 in 0.750 in
0.9 0.9
71,821 in-# 71,821 in-#
64,639 in-# 64,639 in-#
3.1E+06 psi 3.1E+06 psi
9.29 9.29
273.9 psi 273.9 psi
60.5 in^3 60.5 in^3
16,569 in-# 16,569 in-#
166.4 in^4 166.4 in^4
33.6 in^4 33.6 in^4
NA in^4 NA in^4
=
=
=
=
SEISMIC
WIND
=
25,317 in-#
8,749 in-#
2.21 in
26,795 in-#
36,237 in-#
19,668 in-#
3.16 in
38,352 in-#
=
=
=
=
2.09 in
2.99 in
SEISMIC
WIND
=
NA in-#
NA in-#
NA in
NA in-#
NA in
NA in-#
NA in-#
NA in
NA in-#
NA in
=
=
=
PROJECT:
SUBJECT:Walls 24 Ft
PAGE ~
BY :
DATE :DLM
PRE~CAST CONCRETE
WALL PANEL DESIGN
Considering P-Delta Effects
DESCRIPTION :
ALLOWABLE STRESSES
) f'c : Concrete =
> Fy : Reinf. =
) Phi: .9 or .72
) Seismic Factor, =
) Wind Load =
3,000 psi
60,000 psi
0.90
0.3
16.3 psf
) Min Vert Steel %
) Min Horiz Steel %
Max. Vert. Spacing =
Max. Horiz.Spacing =
CHOICE OF DESIGN METHOD
Moment of Inertia : - -
SEAOC "Yellow Book",
SEAOC "Green Book" ,
ACI Eq. (9-7)
Using I-cracked Only
Using I-cr & I-gross
Using I-effective
Enter
Enter
Enter
Deflection Determination: - - - - - - - - - - - -
To Iterate P-Delta Effects To Convergence Enter
To Find Defl. At Moment Capacity of Section Enter
0.0020
0.0012
18.00 in
18.00 in
------)))
-) 1
-) 2
-) 3
1
------)))
-) 1
-) 2
1
DESIGN DATA
Shall Uniform LL Be Used With Wind/Seismic Loadings ? Y=l N=O --) 0
( Enter A1'l Loads UN-FACTORED )
) Clear Wall Ht. = 24 ft ) Eccentric Dead Load = 225 plf
) Total Wall Ht. = 26.5 ft ) Eccentric Live Load = 325 plf
Ht / Thk Ratio = 52.4 ) Load Eccentricity = 2.75 in
(default = t/2 + 3")
>: Wall Thickness = 5.5 in
) Rebar Size ' #' 4 ) Uniform Lateral Load= 0 plf
) Rebar Spacing = 11 in ) X-Dist. to Bottom = 0 ft
) X-Dist. to Top = 0 ft
) Depth To Steel = 2.75 in ) Seismic=l, Wind=2 --) 2 <--
(default = t/2)
> Point Lateral Load = 0 #
) Axial Uniform DL = 0 plf ) X-Dist. from Bottom = 0 ft
) Axial Uniform LL = 0 plf ) Seismic=l, Wind=2 --) 1 <--
:----------------------------------------------------------------------:
: DESIGN SUMMARY SEISMIC WIND:
______________ _________ ________ I
,
32,046 in#:
1
I
in#:
1
I
% :
t
I
>u _. "_ __ _. I
M-n * Phi
MOMENT CAPACITY
=
32,046 in-#
M-u
APPLIED MOMENTS
@ TOP OF WALL
=
31,106
1,734
0.0
NA
in-#
=
OVERSTRESS
HEIGHT / SERVICE DEFLECTION
=
=
22,461
1,429
0.0
NA
PROJECT:
SUBJECT:Walls 24 Ft
PAGE \ 0
BY :
DATE :DLM
LATERAL LOADINGS
Wall Wt @ 150 pcf =
Lateral Wall Wt =
68.8 psf
20.6 psf
VERTICAL LOADINGS
-----------------
P-Axial : Seismic -or- Wind
P-Wa1l Seismic -or- Wind
Pu-Axial: Seismic -or- Wind,
Pu-Wall : Seismic -or- Wind
Pu-Total: Seismic -or- Wind
ANALYSIS VALUES
---------------
Wind Load * 1.275 =
Lateral Wt * 1.403 =
20.8 psf
28.9 psf
= 225 plf
= 997
= 236 plf
= 1,047
-------
= 1,283 plf
SEISMIC WIND
--------- --------
Fy = 0.236 in~2/ft 0.236 in^2
= 0.462 in 0.462 in
= 0.543 in 0.543 in
= 0.9 0.9
= 35,606 in-# 35,606 in-#
= 32,046 in-# 32,046 in-#
As(eff) = [ Pu:tot + (As*Fy) ] I
'a' = (As*Fy + Pu) 1(.85*f'c*12)
'c'= 'a' I .85
Phi : Capacity Reduction Factor
Mn = As(eff) * Fy * ( d - a/2 )
Mu = Mn * Phi
E 57,000 * (f'c~.5)
n 29,000 I Ec
Fr Mod. of Rupture: 5 * (f'c^.5)
Section Modulus (Gross)
Moment Capacity @ Cracking = S * Fr
Moment of Inertia (Gross)
Moment of Inertia : (Cracked)
Moment of Inertia : (Effective)
ACTUAL MOMENTS WI FACTORED LOADS
( Per Design Method Specified )
Basic Moment w/o P - Delta
Excess over Cracking Moment
Maximum Mid-Height Deflection
MAXIMUM APPLIED MOMENT
Basic Deflection wjo P-De1ta
DEFLECTION CHECK - SERVICE LOADS
Basic Service Load Moment
Excess Over Cracking Moment
Basic Load Deflection
Total Moment @ Defl. Convergence
C::'~'P:,r-t~ j /1 ,T). T) -,T717! ';., ".-,..."7\,;DPI~~~1/-1U'
= 3.1E+06 psi
= 9.29
= 273.9 psi
= 60.5 in^3
= 16,569 in-#
= 166.4 in^4
= 11.3 in^4
NA in^4
SEISMIC
=
25,317 in-#
8,749 in-#
7.62 in
31,106 in-#
=
=
=
=
6.20 in
SEISMIC
=
NA in-#
NA in-#
NA in
NA in-#
=
=
=
\,. ~ ..,........
3.1E+06 psi
9.29
273.9 psi
60.5 in^3
16,569 in-#
166.4 in^4
11. 3 in^4
NA in^4
WIND
18,281 in-#
1,712 in-#
5.50 in
22,461 in-#
4.48 in
WIND
NA in-#
NA in-#
NA in
NA in-#
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B R E 1<1 E R T 0 N B U I I~ D I N G
P E R M I T
D E PAR T MEN T
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============~=======~=========='===~=============~======='=============
Ap~lication D~te 07/07/1992
Issue nate 08/26/1992
Assessor Aqct #: 35/S '
Sit~ Location ARSENAL WAY
Owner - Last Name SCHOURUP
- street 300 - 120TB AVENUE NE
- Ci ty BEIJLEVUE
- Phone (206) 451-2138
Tenant.s Na~e RIBO BUILDING
Agent's Name DON MILES
Architect's Name
[X] Building
( ] Mech.anical
r. ] Plumping
Appl ieation 'Number 92AP05390,
Permit Number. 13842
Project Group
First BILt
MI
I
[X] drading
[ ] Move Building
[ ] M()bile Home
[ ] Sign
[ ] Burning
[ ] hand C1 ear
state WAZip 98005
phone(206)
,Phone(206)
[ J Paving
[ 1 Und$rground
[ ] Demolition
. ,,-"
--------------------~-----------------------------------------------~
, "
B~ilding Contractor:
Wo'rk ,w:iJ 1 be campI eted by owner.
Nature, of Work:
.Gradin~ permit for 2500 cubic yards. Retainingwall~
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,BU~:ldi.n~Valuation $20000.00 " , "
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Council l' Di s tfiJet '9 . : Ge(l.SUS Tract
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Type
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. 11'~~-'1(:l"i"..",,,~,"-,~.
Residence [ ] Zoning Founi{ation [X)
Business [Xl Type Framing []
Other[] Insulation, ( ]
New [ 1 Plumbing []
Repai r [) status , Mechani caI [ )
Remodel, [] Code,Wallboard [ 1
Add~t:i:on r ] 32 Final [x]
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tlEl1QRA~~1!l1
30 Oct 1991
To:
Bill Schourup
From:
Don Miles
Ref:
Pre-development Meeting
City of Bremerton
Hoskinson Property - Arsenal Way
The pre-development meeting was conducted in the lunch room
of the City of Bremerton. Various City Departments who had
previously studied a skematic site plan with elevation
advised of particular matters which they would review.
Plannlng_~~.2.:t..:.
The Planning Dept advised that the zoning as shown was
correct. (IP Industrial Park) Office, Service, Building
Maint. and Warehousing are uses allowed. If Manufacturing
or Retail uses are being considered then Owner should
consult the Planning Dept to insure use meets the land use
code. The set backs and the landscaping are okay. (Further
landscape detail is necessary for complete review of land
scape plan) Parking appears to be adequate for uses shown.
Suggest that the driveway behind building be 22 feet wide
with the 90 degree parking stall of 9' by 19'. 20' although
meeting VlI-l seems to be minimal at other locations.
The rear planter could be reduced to 5 foot in width'.
Retain trees in the buffer width and provide some lower
plantings adjacent to the trees. When working remember that
the site is adjacent to a residential area.
At the present time planning of the extension of Loxie-
Eagans Blvd. is on the back burnner. One routing of the
roadway traveled throught eh middle of the site.
Miles advised that the lot might be 30 feet shorter
than the plot shown. This appeared to cause no problem.
Staff advised that the corner lot should be included if
possible to make all parts conforming. Suggestion only!
Building Official
Advised that the City was now running on the July 1991
Energy Code and a mix of the 1988 & 1991 Uniform Building
Code. To him the job seem quite straight forward. 4 hour
wall seperation with buildings having a common wall was
okay. Occupancy classifications would be finally determined
i-n
when the the Tenant permits were applied for. Plann review
requires 4 to 6 weeks.
Fi~e Marsh~l Offic~
Fire prevention review advised that they would accept
the complex as having two different buildings. Both would
require addresses and monitoring. Sprinkler systems would
not be required. It would appear that a minimum of 2 fire
hydrants would be required. Possibly a third hydrant would
be necessary depending on the flow of water in main.
(Records show approximately 500 gpm but waterline is 24 inch
in diameter) Fire Ext. would be required and shown on Tenant
Improvement plans. Key boxes and other requirements would
be added at time of plan review. Sprinkler system would
elimnate the excess hydrant and building monitoring
requirements. All Tenants must advises of the b,uilding use
and what items they will be storing.
Egblic Wo~ka
Storm Drainage.
Storm drainage may be handled without retention. Runoff
per the City Standard sheet. Storm water should be directed
into the public line across the property by setting a
manhole over the existing 27" line. (Depth unknown) If the
volume and depth of the catch basin on Arsenal Way is of
adequate depth and capacity it could be considered for use.
At present pretreatment is not required in Bremerton however
the outflow from this area is reviewed by the Dept of
Fisheries. Dumping water into the City Storm Pond to south
is also an alternative. Fisheries has been requiring
oil/water seperation.
Traffic
Traffic advises that the west driveway should be a
right in only for circulation around the building. Suggest
22 foot width. Main driveway okay and can be 40' wide
maximum. If lot is 30' shorter perhaps only one driveway
would be allowed. Driveways should be no closer than 100'
from an intersection. Curb cuts and details for frontage
are per City standards. Sidewald should be considered at
this time.
Water
Water Dept aadvises that the water line on the north
side of street is 24" steel. All taps of line are done by
City. Scheduling the requirement is necessary and suggest
lead time. Static pressure 65 psi. Flow 450 to 500 gpm at
20 psi. Old reading and may have been read when a 2"
diameter connected to the end. Perhaps the line has not
been flowed since that 8" connection was made to Loxie-
Eagans line. There are no close by fire hydrants.
Sewer
Service is provided by the City even though it is on
the edge of another district. City has no specific pumping
requirement installation standards at this time. Pierce
County Standard for grinder type system okay. Nearest
manhole is in the NE Quad of Marion and Arsenal Way. Invert
elevation 260.75 City of Bremerton datum.
See attachments.
",";;:::"""~'''''~'-''<<':''''""''~~'''"~'-------:--''
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. .
FIGURE V-1
LOT REQUIREMENTS TABLE
- -- --".--= -',
. NO satback raquirad on side of "Zero Lot Line" devalopmant.
Zero Lot Line will not be approved for front or raar yard araas.
.. LOts directlY adjacent to a residential zona shall have the
same yard setback requirements as that residential district.
... Sama as (") abova, axcapt that double setback is required for
_..._..,.+",..AS higher than twO stories or "thirty (30) feet.
<:
I
I-'
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ALLOW~E \ \ -, \ J
DENSITY MAXIMUM
lJ\ND J\REA MINIMUM LOT MINIMUM
PER DWELL'1NG ~T SIZE COVERAGE LOT WI~TH
SF-I I. 15.400 -r" 15 ,40~ \25. _ T 90 f~_. 1\
SF-2 1 9,600 I 9,60ot 30> + 60 ft.
SF-3 1 4,900 r 4,900 1- 40> 40 ft.
CBR'" 3 ,OO~ ,- 3,000 \ 55\ \ 30~
OR '\ ,4,800 + 5,800 40\ \ 40 ft.
HD I '1.000 4,900 \ SO> I 40 f~.
MF I ? ,053 I -;,600 \ 40> I 75 ft.
MR I l,OOo~,6Q(i-L. 45> l 75 ft.
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30 "f:.:..' 30 ft. G5'ft~ NO NO \ 30.!t. f'
?5 ft. \ 25 ft. \ 10 ft. NO NO \ 30 ft.
20 ft. \ 15 ft. \ 5 ft. NO NO \ 30, f;:
20 ft:\ 15 f~. \ 5 ft.~NO NO_ 30 ft.
20 ft. I " ... I ."- I NO \ 30 ft.
20 ft. \ 1~ ft. \ 5 ft. \1 NO \ YES \J~ ~
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YES \120 f~\
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e Side
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~UD" \- roD"
---** ---** ---***\
I '1 'Co:. M.;'I"\ ~
\
\\20
\L20
20
YES
10
YES
YES
PUD
20
PUD
YES ~SO ft. \
YES \ 30 ft. \5,000 SF
I 60 pun over:ll Pun
1 YES ~r ,;.
80 PUD
YES 80 ft. i
PUD
20
\\ 20
\\ - 20
..
..L:
January 198a
B REM E R TON
B U I L DIN G
D E PART MEN T
PER M I T
A P P L I CAT ION
---------------------------------------------------------------------
---------------------------------------------------------------------
Application Date 07/07/1992
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
Application Number 92AP05390
Permit Number
Project Group
ARSENAL WAY
SCHOURUP First BILL MI
300 - 120TH AVENUE NE
BELLEVUE State WA Zip 98005
(206) 451-2138
KIBO BUILDING phone(206)
DON MILES Phone(206)
[X] Grading [ ] Sign [ ] Paving
[ ] Move Building [ ] Burning [ ] Underground
[ ] Mobile Home [ ] Land Clear [ ] Demolition
---------------------------------------------------------------------
Building Contractor:
Work will be completed by Qwner.
Nature of Work:
Grading permit for 2500 cubic yards. Retaining wall
Building Valuation
~ (j I Db-eJ
---------------------------------------------------------------------
-
Council District 9 Census Tract
Construction Sq Feet Inspections
Type Required
Residence [ ] Zoning Foundation [X]
Business [X] Type Framing [ ]
Other [ ] Insulation [ ]
New [ ] Plumbing [ ]
Repair [ ] Status Mechanical [ ]
Remodel [ ] Code Wallboard [ ]
Addition [ ] 32 Final [X]
--------------------------/--- ---------------------------- ----
----------------~--------- --~-----------------------~=~~-====
~I'~ P , ~ ~ /
-"-_'~~~-~-=-"'-==-".~_-",~__. 1'""-~,--",,~~., ....----- ~-~-. . --. ~ --
B REM E R TON
RECEIPT' 084759
BOlr..DINO
D E P ,A R T MEN T
~. 7J
* This 'Is Not & Permit *
J\.11 07, 1992
~~"...--~....."",~--""_...--......_--,--~-"-----"--,,,,,, .....
Grading
62-322.1004
Permit Fees
$ 1.35.00
Other fees
Zoning Fees
Amount. Paid
$ 135.00
Received Fronk:
Don Mi.l as #2SS
$ 135.00
~==~==:=~===~==~~==~:~=
$ 135.00
"
L-~~
Plan Check Fees Amount Paid
$ 30.00 $ 30.00
=~~~~a=======~====~%=~=
$ ,30. 00
62-345.8300
Gen payment
Other Fees
Ener9Y Charge
state sIc
643-237.13
Total Fees $
Amount Pai,d $
Pt'ior Payment $
Ba.l. ance Due
On 07/07/1992
For #921U?05390
(
$
30.00
$
$
4.50
.00
$
4.50
===e:::====
169.50
169.50
.00
"
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$
.00
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1
lETTER OF TRANSMITTAL
MILES CONSULTING
(206) 451-2138
SUITE 211 - BLDG 2
300 - 120th AVE. N.E.
BELLEVUE, WA 98005
TO: C ~'< 0'" 6i2-<WY1('12S\ON
~l-'i c...~N\rtL
DATE: -"1 _ U L_ ~ l C\ C\ '"'Z.
JOB #
RE: ~\ r30 ~ lcie.
\
ATTN: J~A LlJ t'-J\}Z)r~P
COpy TO: ~ f)\...~~ ~ S~~U p.
We are sending you ~he: 0 under separate eover via
the following:
\--lA r-.)C>.
~ ~\.Tt\-. ~~ ~ ~rZ..AO(N~ ~~~.
\
~\.\.....~
~f>D(0T.
Z. Vf2.-1A:\.N~~ ~\~.
\ W ~L - ~\{2.-u Q.)\ ~ ~~.
\ ~~~ C-..\~~L,.\L
These are transmitted:
~orapproval _ b~~~~
o Approved as submitted
~For your use
o Not approved
o As requested
o For review & eomment
o For filing
o For bids due on
o For signature & return
o Approved as noted
o Returned for correetions
,19_
Remarks
~
~cx) Yos
~~ ~tt
~ fn,oJ,~
~~ "\roq~E
~ 0~~ \?-o..rL
~~
~~Ol N<=. P~'4\lT-
u "\ A-\...J'- ~l ~.
Signed ~~
'\ll~~
l(p 6
OIN- (7l fl-
&(lfi11#/~ ~
1;fll"'1-5 'l
(J,J , ('
Projects:
Jurisdiction:
Land:
Zoned:
Setbacks:
Height Allowed:
Coverage Allowed:
Landscaping:
Landscape Area:
Parking:
Proposed:
Construction:
Occupancy:
Owner:
Contact:
cJf)6
OJ
'btfO' /L. 1'0
f;:/~(/f ?"
Pro;ect Statistics
~J.
6~
.[I t/" ~ /'
1J11)v' ytlb
r.rl/
ft./, , m~P
j/i,! {'Ut 7 JJ6r--
~/ lo/II"
KIBO Building
Bremerton, Washington
City of Bremerton
1.269 Acres (55,266 SF+/-)
I.P (Industrial Park)
Front -
Side
Rear
20'
15'
20'
80'
100%
Front -
Side
Rear
10' Ave (5' min)
5' West, 20' East
20'
25% +/- > 15%
Office - 1 space/300 SF
Warehouse - 1 space/2000 SF
Office/Warehouse - 14720 SF
Office - 9120 SF
Warehouse - 5600 SF
Parking - 55 spaces
VN - Non sprinkled
(Separated Building)
2-B
KIBO Corp.
Bob Scholes
c/o ESM, Inc.
3400 - 9th Avenue S., #A
Federal Way, WA 98003
Don Miles
Miles Consulting
300 - 120th Ave NE
Building 2, Suite 211
Bellevue, WA 98008
(206) 451-2138
c_,_c_ ____':1
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B'REHERTON
Ii U 1 L D I If G
D E PAR T MEN T
PIRM,IT
A P P LIe A T ION
===c==..======~===.=~::====..=~=.==~=.a==:==.=:=====~.=========~======
Application Date
Issue Date
Assessor Aoct i
Site Location
owner - Last Name
... street
,., City
"" Phone
'renant t s Name
Agent's mIme
Architect's Name
eX] Sui.l ding
r ] Meenanical
[ J Plumbing
07/07/1992
,Application Number 92AP05390
Permit Number
Project Group
ARSENAL WAY
SCHOURUP , First BltL Nt
300 - 120~H AVENUE NE
BELLEVUE State WA Zip 98005
(2(6) 451-2138
RISO BUILDING PhQne{2(6)
DON MILaS Phone(206)
(.XJ Qrading
[ ] Move Building
r J Mobile HaOle
{ 1 Sign
[ ] Burning
[ ] l.and 01 ear
r ] Paving
[ ] Underground
{ J Demolition
~-----._----~~-~~-------------~~
-~-~-_.-~------~--~-------------~-
Building Contractor:
Hork will be completed by owner.
Nature of Work:
Grading permit for 2500 cubioyards.
Building Valuation
t)/(.
Retaining w 1; ~ l~i ~ ~ ~ j' lO"., J':
JU - q_l ',1 ~'
JUt ~ (J i!j92
_...;.__,,_~'....._~_ __ _tfM__ ___ __""" .........._~__....___....
Cen$1J"S Traot
Counei~ District
ConstructiQu
" Type
Residence [ J
8usiness [Xl
other [ J
New [ 1
Repai r r ,]
Rem6d(!d []
Addition [)
9
Sq Feet
Inspections
R~IH',lu.i red
I'oul.!dation. [X]
Framing [)
Insulation [ ]
Plumbing r J
Meohanioal [ J
Wallboard [,]
F,iL:utrl" ' [ X ]
Zoning
Type
Status
Cod,.
32
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Bur L DIN G
D E PAR T MEN ~
PER 1;4 I If
A P P LIe A T ION
=a========~=======.==m===.:========:=======,======~==Z~==~:========E==
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Application Date
issue Date
Assessor Acet f.
Si,te Location
Own.!H: ~. Last Name
- street
- City
- Phone
Tenant~s Name
Agent's Name ,
Architect's Name
[X] Building
[ J Mechanioal
[ ] Plumbing
07/07/1992
ARSENAL WAY
SCHOURUP
300 - 120T8 AVENUE ME
BELLEVUE
(206) 451-2138
KIBO BUILDING
OON MILES
[X] Gradi.ng
r 1 Move Building
r ) Mobile Home
Application Nlunber 92AP05390
Permit Number
Project Group
First BILL
141
State WA Zip 98005
Phone{2(6)
Phone(206}
r ] Paving
[ ] Underground
[ ] Demolition
r ] Sign
[ J Burning
[ ] Itand Cl ear
----~-------------------------~------._-------------------------.----
Work will be completed by owner,
Nature of Work:
Grading P01-mit for 2500 cuhic yard$. Retaining wall
-~--------~----------------------------------------------------------
Yards
SEPA
2500
=r===:=======~==~===~:====~~~~~=~==~~=~===~=%==~====~~~~a=~~=====~&==
-- -- ..--
,.
,... .II
CITY OF BREMERTON BUILDING DEPARTMENT
PERMIT APPLICATION
DATE:
7-13-, 1992
TO BE COMPLETED BY
7-?n_ , 1992
Ri11 5cholfrup
OWNER
o~mer
CONTRACTOR
rE~' --, -, ~ ^ --
J i I Il,_,,~ '.,,' i [I",
LJl '
3515 Arsenal Way
LOCATION OF JOB
FOR grading permit 2500 cy
.JUt J' 1(19)
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i..'U.lW.iNG DfPAHTMENl
ENGINEERING COMMENTS/REVIEWED BY ~/
No ~77.JR/'--1 A../I1/',e.K Sd/lLL- /f.se 4LLoVV'E.D N L).RI1P"/ &/-..170 /IN/fC.E'NT
PR/ \/A""J"f:" P/2~.P.e~r;--
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B R E M E R T 0 N B U I I.. D I N G D E P A R. T M E N T
P ~ R M I T A P P L I C A T I 0 N
First BILL
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Application'Date 07/07/1992
Issue, Date
Assessor Acct #
site Location3J/-l ARSENAL WAY
O~ner - Last Name SCHOURUP
,- street 300...;. 120TH AVENUE NE
- City BELLEVUE
~ phone (206)451-2138
Tenant's Name KUsO BUILDING
Agent's Name DON MIJ..ES
Architect's Name
[X] Building,
[ ] 14echanical
[ ) Plumbing
Applicati.on Numbe~ 92Ap05390
Permit Number
project Group
state VolA
Zip 98005
Phone(206)
Phone(206)
'[X] Grading
[ ] Move Building
[ ] Mobile Home
[ ] Sign
[ ] Burning
[ ] IJand Cl ear
[ ] Paving
[ ] Underground
r. ] Demol i tion,
, '
~~~.----~--~-----'----~--------~-~-------'-----------------------------
Building,'cop.t ractor:
,
Work will be completed by' owner.
.. Nature of Work:,
G~ading permit for 2~OO cubic yirds. Retai.ping wall
'\.
Building V~luation
------~~-------~~--,--~--------------.-----------------------------'---
Council District
9
. ,Cens\ls Tract
Construction
Type
Residence, [ ]
, ,Business [X]
other ~{i Ji'
,New" . T r
,Repair []
, Remodel []
Addition []
Sq, Feet
Inspections
Required
'.,~
\
Stat,us
Code,
Foundation (X]
Framing []
Insulation' ( ]
. PI umbing []
Mechanical [ I
Wallboard I I
Final [X]
Zoning
rrype
32
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First' BILL"
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=~'~======~=========~~=~==:==,=====~=~.'===~=~=========~.====~=='=========
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Application Date 07/07/1992
Issue Date
Assessor 1\cct'# ,
S:i. teLocati on3Sl! ARSENAL WAY,
Owner ',' - Last Name' SCHOURtJP,
-Street 300 - 120THAVENUE
,'-Ci t y , BELLEVUE ,
..;. pl;ione (206 )451-2138 '
Tenant's Name KIBO BUILDING
Agent I s Name ..' DON MILES
Architect's Name
[X] Building
, ' []Mechanic;al
',I ] Plumbing ,
Application Number 92AI?05390
PermIt Number
ptoject Group
NE
StateWA Zip 98005
Phone(206) ...
Phorie(206)
[X]
f r
[ ]
Grading
Move BUilding
Mobile Home,
[ J Sign [ ] Pa'ving
[ ] 'Burning [ J Onderground
[ 1 Land, CIEtar [ 1 Demolition'
I:
---~.------~'-~-_._--~---~~~~--~-----_._,--~---'~-~---~--~.--,-~,~~---~-~---~-
Workiwill be' completed by owX)er.
N~ture of Work:
,"Grading permit for 2500 cubic yards. Retaining wall
Yards
BEP1\.
2500
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D E PART MEN T
PER 11 i: ,T
A,P P"L IC AT I O"N,
=====~=~~====~~=====~=~==========~=.=~~;~==~===~====~=~===============
Appl ic:,ation Date
Issue:; Date
Assessor Acct#'
Site, Location
Owner - Last Name
'"" Street
- City
'~ Phone
Tenant ',s 'Name
Agent"~ 'Name
, ~rchitect 's Name
[X] Bui-l,ding
, ,[ ] Me, chanica I
[ ] Plumbi,ng'
07/07/1992
Application Number 92AP05390
,Permi t Number
Project Group
A,RSENAL 'WAY
SCHOURUP'
300 - 140TH A"ENU~ ME
SELLEVUE
('~O 6)451-2138
KIBO'BUILDING
DON 'MILES
Lx] 'Grading .
[' ] Move,Building
[' ] Mobil e Home
First BILL
MI
state'WA Zip\ ~8005
Ph6ne(206)
Phone~206)
[ ]'Paving
[,] Underground
[] Demolition
[' ] Sign
[ ], Burning
[ ] L~nq.Clear
. . -' , . ., ,
, ' , .
-------_._----------~--------------------------------------------------
. . . .
Buil~ing Contr'ctor:
, '- '"
Wor]{ wil L be compl eted by owner.
, ,
Nature of Work:
Gradingpermi t ,for 2500 cubic yards. 'Retaining 'wal.l;
Building Val,uation
., .' - '.' . ,'" '.' " .', .
---------------------------------------------------------------------
. . - - ,-, '
9
Census Tract
Council District
,Consttudtion
Type'.
. . ~ .
Resia.enc:.e .'
Busirless
bt,her
New
Rep'ai r ,
Remodel
Addition
[ J
'[Xl
[ ]
[ J'
[ ].
[ ]
,[ 1
Sq ,Feet
Inspections
. Requi red,
Zoning'
Type'
Foundation [X]
Framing [l
Insulation [ ]
Plumbing []
Mechanical [ ]
Wallboard []
, Final [X]
S,tatllS
Code
~2
, , '
::;::;::;::;:::::::::: ::'::=== =,= == = =,:::,=='= = = = ==== = == =='= ==,== == = = = = == = === =, V == ==, == = = = = = = = = =
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G R AD' I NO
B U I L DIN G
'D EP ART MEN T
P ER ,M, I T
A PP L I C i ~I ON
, "
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----------------------.-----------------------------------------------
---------------------------------------------------------------------
.,' . .
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Application Date 07/07/1992
,Issue Date " "
Assessor. ACct #
Site Location
O~n~r' - Last~,Name
" - Street
- City"
- Phone'
Tenant,'s Na.me
, Agent's: Name
Architect's'Name
, [XTBuilding
[ ] MechanicaL
[ ] :plumbing
ARSENAL' WAy"",
SCHOPRUP'
300 - 120TH AVENUENE
BELLEVUE
(206) 4si-2138
KIBO BUILDIN,G
DON MILES
, '
Application Number 92APOS390
Permi t Number, '
,'Project Group
First BILL HI,
State WA Zip 980bs
Phone(206)
Ph,one (206)
[X]
[ ]
[ ]
grading [ ] Sign [ ] Paving
Move ~uilding T ] B\.u:-nihg [ 1 Underground
Mobile,Home ,[ ] LaIldClear [ 1 Demolition
, '
C ,I'.
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------------~-_._---------,_.~-----~----------~--~-----------'------------
. . . . . .
, ,
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Work will be completed by o:wner.
Nature ofWork~ '
v
Grading permit fO~,2500cubic yards. Retaining wall
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Application Date 07/07/1992
Issue Date
Assessor Acct :It
Site Location
Owner - Last Name
- Street
- City
~ Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[ ] Mechani ca 1
[ ] Plumbing
Application Number 92AP05390
Permit Number
Project Group
ARSENAL WAY
SCHOURUP First BILL MI
300 - 120TH AVENUE NE
BELLEVUE state WA Zip 98005
(206) 451-2138
KIBO BUILDING Phone(206)
DON MILES Phone(206)
[X] Grading [ ] Sign [ ] Paving
[ ] Move Building [ ] Burning [ ] Underground
[ ] Mobile Home [ ] Land Clear [ ] Demolition
Building Contractor:
Work will be completed by Qwner.
Nature of Work:
Grading permit for 2500 cubic yards. Retaining wall
Building Valuation
---------------------------------------------------------------------
Council District 9 Census Tract
Construction Sq Feet Inspections
Type Required
Residence [ ] Zoning Foundation [X]
Business [X] ~kJs Framing [ ]
Other [ ] Insulation [ ]
New [ ] Plumbing [ ]
Repair [ ] Mechanical [ ]
Remodel [ ] Code Wallboard [ ]
Addition [ ] 32 Final [X]
=====================================================================
1'1 ~V\.;:J
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Att 'iOtA
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7 -ZZ-1G
M-E-M-Q-R-A-N-D-U-M
July 16, 1992
TO:
Janet Lunceford
FROM:
Sheree Jankowski
SUBJ:
GRADING AND RETAINING
WALL
Building Application Number:
92AP05390
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Site Location: Arsenal Way
Tax Lot Number:
JUL 2 fl 1992
Owner: Bill Schourup
L~Ji~G DEPAR1MENT
The development of proposed site does not conflict with or impact
existing utility systems located within the Arsenal Way right-of-
way.
APprov~ /'
Logged In ,-/?-'1'2 0
Date 1- \\- qL.-
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B REM E R TON
B U I Ia DIN G
D E PAR T M EJFJL'l} 4: 1992
MUNI'CIPAL UTILITIES
PER M I T
A P P LIe A T ION
===============~======:===========================:==================
, Application Date 07/07/1992
Issue Date
Assessor Acct ,.
Site Location
Owner - Last Name
- street
- City
... Phone
Tenant's Name
Agent's Name
ArchiteClt's Name
[X] Building
( ] Mechanical
[ ) Plumbing
i
Application Number 92AP05390
Permit Number
Project Group
ARSENAL WAY
SCHOURUP First BILL HI
300 - 120TH AVENUE NE
BELLEVUE state W1\ Zip 98005
(206) 451-2138
KIBO BUILDING Phone(206)
DON MILES Phone(206)
[X) Grading [ ] Sign [ ] Paving
[ J Move Building [ J Burning r ] Underground
{ ] Mobile Home [ J Land Clear [ ] Demolition
-~--------------~------------~---------------------------------------
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Building Contractor:
Work will be completed by owner.
Nature of Work:
d~ading permit for 2500 cubic yards. Retaining wall
Building Valuation
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------._-------------~----~-----~------------------~-----------~-----
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Council District 9 Census Tract
Construction Sq Feet Inspections
'type Required
Residence [ ] ,/ Zoning Foundation [X]
Busine,$s [X] Type Framing [ ]
Other ( ] Insulation [ J
New [ J Plumbing [ ]
Repair r ] status Mechan! c,a, 1 [ ]
Remodel [ J Code Wallboard' [ \]~".,
Addition [ ] 32 Final [X]
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Application Date
JsS\1e Date
Assessor Acct #
Site Location
Owner .. Last Name
.. street
.. City
.. Pbone
Tenant's Name
Agent's Name
Architect's Name
[Xl Building
[ 1 Meohanical
r ] Plumbing
07/01/1992
ARSENAL WAY
SCHOURUP
300 - 120TH AVENUE ME
BELLEVUE
(206) 451-2138
KIBO BUILDING
PON MILES
[x] Grading
[ ] Move Building
r ] Mobile Home
Appl ication Number 92AP053,90
Permit Number
Projeot Group
First BILL
State WA Zip 98005
Phone(206)
Phone(206)
[ ] Paving
[ J Underground
[ ] Demo I i ti,on
{ ] Sign
[ ] Burning
[ ] Land Clear
--~-------------------_.~---------------------------------------------
Work wi,l1 be comp} eted by owner.
Nature of Work:
"
Grading permit for 2500 cubio yards. Retaining wall
---------------------~-----------------------------------------------
Yards
SEPA
2500
=====~==~=======::=============:=====================================
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* This Is Rot A Permit *
Aug 26, 1992
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Amount Paid
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plan Ght':lck F'~es Amount l?aj,d
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MILES CONSULTING
(206) 451-2138
SUITE 211 - BLDG 2
300 - 120th AVE. N.E.
BELLEVUE, WA 98005
City of Bremerton
286 - 4th Street
Bremerton, WA 98310
Attn:
Janet Lunceford
Premit Tech
20 Feb 1992
Ref:
Additional review to 12 Oct 1991
Predevelopment Conference
Hoskinson Property
Arsenal Way west of Marion St.
In October of 1991 various City department members reviewed
the proposed development of the subject property. A
memorandum summarizing the results of the meeting held on 12
Oct 1991 is attached for your review and record. Since the
meeting the property owner and ,real estate broker have
discussed with various City Departments options of
incorporating the City strom water detention pond access
road and adjusting the street frontage to accomodate a
better layout and to provide more direct access to the storm
pond. Perhaps you could direct the enclosed plans to the
staff members in planning and public works storm drainage
which could confirm in general what is proposed prior to our
completing project plans for a building permit. The sewer
and water remains the same. The fire protection access will
improve allowing them access to the rear of the building so
it is probably not necessary that they need to re-review the
plan.
If yourself or whom ever you route the enclosed plans to
have a question on the proposed revision please do not
hesitate in contacting me at 206-451-2138. The revised plan
appears to benifit the City while offering a better layout
to the odd shape parcel of property.
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DATE:
March 13, 1992
TO:
Building Division
FROM:
Ron Hough, Planning Manager
<if
SUBJECT: Schourup Building - Site Plan Review
Location: Arsenal Way between Marion and Loxie Eagans.
Zoning: The zoning of this parcel is "Industrial Park (IP)". It was incorrectly noted
on the plan as "Industrial General (IG). As a result, the related
development requirements were also incorrectly noted on the plan.
Setbacks: Front: 20 ft.
Rear: 20 ft.
Side: 15 ft.
Landscaping & ODen Space:
. A Landscaping Plan is required, but not yet available. The contents of
such a plan are listed in Zoning Ordinance Chapter VIII, Section 5.
. Buffering is required along property lines that abut residential zones -- east
and south sides. The requirements are specified in Zoning Ordinance
Chapter VIII, Section 2-A.
. One street tree per each 25 lineal feet of street frontage is required.
.
Chapter VIII, Section 7-A requires a minimum of 15 percent ofthe lot area
to be dedicated or otherwise provided as common Open Space for a
combination of active and passive uses.
~ I
Parking Requirements:
. Total Office Area: 9,120 sq.ft.
1 parking space per 300 sq.ft. is required, which results in a requirement
for 30 spaces.
.' .-', ,
. Total Warehouse Space: 5,600 sq.ft.
1 parking space per 2,000 sq.ft. is required for a warehouse, which results
in a requirement for 3 spaces.
. Total parking requirement = 33 spaces plus needed truck loading areas
and at least one motorcycle space.
Allowed Uses and Building Design:
. The Industrial Park zone is intended primarily for light manufacturing,
wholesaling, and certain types of business and office uses. It is not a
retail business zone. Businesses going into this structure must be
consistent with the Land Use Tables of Zoning Ordinance Chapter V.
Access to south side of Property:
. It appears that the row of parking spaces along the south side of the
proposed structure does not have adequate driveway access and would
require the use of an existing easement. That easement is off the property
and outside the City limits and should not be used as an extension of this
property. It appears that the off-street parking requirements are being
exceeded and parking along this side of the building may not be
necessary .
SUMMARY: .
Plans should reflect the development requirements of the "IP" zone,
not the "IG" zone.
. A Landscaping Plan that includes the required 15 percent open
space must be provided.
. The off-street parking requirements may have been incorrectly
calculated. Based on the information provided, this development
will need 33 spaces, one motorcycle space, and truck loading
area.
. All future uses of this building must be consistent with the Land
Use Tables of Zoning Ordinance Chapter V.
. The development must be contained on its property and not spill
over onto other property or into the unincorporated area.
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" Application Date 09/22/1994 Application Number 94AP08053
Issue Date 09/23/1994 Permit Number 15804
Assessor Acct # Project Group
Site LocatioIl 3515 ARSENAL WAY
I, Owner -LastName KIBO First HI
- str,eet 3515 ARSENAL WAY
,"City, BREMER'l'ON state WA Zip 98310 '.
-Phone (206 )
Tenant I s Name Phone(206)
Agent's Name Phone(206) J
Architect's Name
[ J BuB ding [ ] Grading [ ] Sign [ J Paving
[ J Mechani cal [ ] Move Building [ ] Burning ( J Underground
[X) Plumbing [ ] Mobil eHoma [ ] Land Clear [ J Demolition
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Suilding Contractor:
Work will be completed by owner.
Nature of Work:
, Plumbing permit for 2 water Closets, 2 lavs, 2 kitchen
sin~s, 1 water heater, piping.
.'lxJLL. :~
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---------------,-----------------------~-~-------~--------------------
Council District
Census, Tract
construction
Type
Sq Feet
Inspections
Required
Residence [ 1 Zoning Foundation [ J
Business [X] Type Framing '[]
Other [ J Insulation [ J
New ( ] Plumbing [X]
Repair [ ] status Mechanical [ J
Remodel [] \ Code Wallboard [ ]
',Addition [] ... Final " [X)
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Application Number 94AP08053
Contractor
street
City
PhOne
Representative,
state License #
City License #
K & M PLUMBING AND HEATING
22037 BE 4TH STREET
REDMOND
(206) 392-5624 state WA Zip 98053
KMPLUH*088CD,
Expiration Date 01/16/1995
Expiration Date
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2 Toil ets
Bathtubs
,2 Basins,''''",
':Showers ii'{'
2 Ki tchen Sinks
Dishwashers
Laundry Trays
Clothes Washers
1 Water Heaters
Urinals
Drinking Fountains
Drains
Slop Sinks
7 Water Piping'and,Alterations
Interceptors
Hose Bibb
Lawn Sprinkler
Private Pools
Public Pools
Buil ding Sewer
Gas Pipe
Roof Drain
Private Hot Tubs
Public Hot Tubs
other Options
---------------------------------------------------------------------
---------------------------------------------------------------------
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Application Number 94AP08053
Permit Number 15804
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BUILDING. . . , .
Restrooms required to meet Washington state Barrier
Free standards. Applicant understands slab is poured
at his risk, since drain line may need to be moved
when architec~ural plans are submitted.
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APPLICANT: DOWNER D CONTRACfOR D OTHER:
COMMENTS:
SITE ADDRESS: ,35" { ~
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OWNER: ADDRESS:
CONTRACfOR:-1G4nz f/L(MI/jt~'^t ' r-k.A-rMv(ADDRESS: t527637 slZ0 J/.
CONTRACfOR LICENSE # (m p{,ul-J ()8aG)) EXPIRATION DATE: (/1' /tt:S
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OWNERPHONE# . o9J. - cC;-~Z4- CONTRACfORPHONE# 37;1 - l'SZ 2-<J-
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RANGE '} WATER CLOSET /2- -
WOOD/PELLET STOVE BATHTUB
GAS FURNACE btu's: "2- LAVATORY Iv --
CONVERSION BURNER btu's: SHOWER
UNIT HEATER bUt '1: 2- KITCHEN SINK /r
BOILER btu's: DISHWASHER
GAS PIPING LAUNDRY TRAY
EVAPORATION COOLERS htu's: CLOTHES WASHER
AC UNIT htu's: , I WATER HEATER . ~ 17. S-o
HEAT PUMP btu's: tons: URINAL
REHEAT BOX btu's: DRINKING FOUNTAIN
AIR HANDLING UNIT btus: FLOOR SINK OR DRAIN
EXHAUST FANS SLOP SINK
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RANGE HOOD (residential) WATER PIPIING & ALTERATION
-
RANGE HOOD (commercial) GREASE TRAP/INTERCEPTOR
-
CLOTHES DRYER HOSE BIBBS
INCINERATOR LAWN SPRINKLER SYSTEM
DUCf ALTERATION SWIMMING POOL
TANKS type: I BLDG. SEWER (mobile / moved house)
REFRIGERATION UNIT ROOF DRAINS
OTHER: OTHER:
APPLICANT'S SIGNATURE: 711~ :D
hd4-f
DATE: -Ie;d i)Jv -99-
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, REGISTERED AS PROVIDED BY LAW AS A:
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2~037Sl E 4TH 8T
R'EDMOND
WI',
98053
SIGNATURE ~ 't-ct~
ISSUED BY DEPARTMENT OF LABOR AND INDUSTRIES
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13 U I L DIN G
* This Is Not A Permit *
Sep 22, 1994
Plumbing
62-322.1003
Permit Fees
$ 79.50
Amount Paid
$ 79.50
other Fees
Zoning Fees
~====;~~==~=;==========
$
$
79.50
79.50
Recei.ved From:
K & M Plumbing #9028
.------.--....".,....-.......----...-----,,----
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Plan Check Fees Amount Paid
$ 41.93 $ 41.93
===~===:==~==z==~~====:
$ 41. 93
62-345.8300
Gen Payment
Other Fees
Energy charge
sta,te sic
643-237.13
Total Fees $
Amount Paid $
Prior Payment $
Balance Due
On 09/22/1994
Fo:r#94AP08053
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$
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Application Date 09/22/1994
Issue'[)ate 09/23/1994
Assessor Acct #
Si te Location, 3515 ARSENAL, WAY
Owner ~, Last Name KIBO
, ,- Street' '3515,ARSENAL WAY'
, -CityBREMERTON
, - Phone, ' (206)
Tenant's Name
Ag~Ilt's Name
Architect's Name
[ l Building
[]Mechanical
[x] Plumbing
Application Number, 94AP08053 '
Permit Number 15804.'"
Project Group, '
First ,
, ',MI,
, [ ,] Grading ,[ ] Sign '
" [ ] Move~,uilding [ ] Burning
, [ ] Mobile 'Home [] Land Clear
State WA'Zip 98310"
Phone{~Q,6):'
" , Phone(206)
, [ ] ,', Paving ,
L1 Und~rground
) 1 Deliloli~ion
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'. . ..
Wor~ will be compI etedby owner:.
Nature of Work: " ' '. ". "
Plumbing permit for ,2 water closets" 2 lavs, 2 kitchen
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BREMERTDN BUILDING DEPARTMENT
P L U M B l,N G P'E RM I' A P P L I eA T ION
=====================================================================
Application Number 94AP08053 ,
Contractor
street
City,
Phone
Representative
state License # KMPLUH*088CD'
City License # '
K & M P~UMBINGAND HEATING
22037 SE 4TH STREET
REDMOND '
(206) 392~5624 state WA Zip 98053
Expiration Date 01/16/1995
Expiration Date
2 Toilets
Bathtubs
2 Basins
'Sh,9wers
2 Kitchen Sinks
. Dishwashers
Laundry Trays
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1 Water Heaters
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7 Water, Piping and Alterations
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pUblic Hot Tubs,
other ,Options
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Application Number 94AP08053
, Permi tNumber" 15804
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---------------------------------------------------------------------
',BUILDING;... ~'
Restr,ooms required to meet Washington state Barrier
Free ,standards:~ Applicant underst~nds slab is poured'
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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
F,>] , :Plumbing
09116/1992
09/10/1993
3515 ARSENAL WAY
KIBO
3515 ARSENAL WAY
BREMERTON
(206)
BII.li SCHOURUP
SEATTLE REALTY
[ ] Grading i
[ ] Move Building
L ] Mobil e Hofne
" '\
Appli.cation Number 92AP05801
Permit Number 14872
.Project Group
First MI
State WA Zip 98310
Phone(206)
Phone(206)455-'2211
[ ]
[ ]
[ ]
l ] Paving
( .1 Underground"
q[ ] Demolition
Sign
Burning
Land Clear
< ' , '" " , "
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--~--~,---,--------------~------------_._-------------------~---------~-
, .., " , ,
Building Contractor:
Contractor'
st.reet'
.city. '
,Phone,
,Representativte
state License #:
'ci ty License #: '
SEATTI.E REALTY).L?)lC, . ,
700...;108TH AVENUE NE SUITE
BELLEVUE
(206) 455~2211 ,state WA
BI LI~ SCHOURUP
SEATTI *212~BH
104
Zip 98004-510
" '''-
, ,
Expiration Date 08/19/1992
Expiration Date
Nature of Work:
13~960 iquare ,foot building shell only
Building Valuation
$272000.0,0
Coun~ilDistrict
~-~---~--~---~------,-~-------~--------~--,-------~-----~~-~---~------'-
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[X]
[ ]
[X)
[ ]
[ ]
[ ]
7
Census Tract
SqFeet
, Zon/ing , ,
,Ty:pe
status
Code
.,{-,
Inspections
Required
~--------------~----------------------~--~-
10
F.o,undation
Framing
Insulation
Plumbing
Mechanical
Wallboard'
Final
[X]
[X]
[X]
(X]
[X]
[X]
(X]
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CON D I T ION S
o F
PER M I T
=====================================================================
Application Number 92AP05801
Permit Number 14872
Planning--Approved with the following condition:
1. If the City needs to utilize the Arsenal Way
right-of-way, thelandscaplng placed within the R-b-W
will be reloc(1ted on site, as per requirelnE:lnts of the
zoning ordinance.
Building--Approved as Shell-only permit. Plumbing,
mechanical and tenant improvement permits must be
issued separately. Shell not approved for heat.
Water--Due to the traffic congestion and numerous
underground utilities at the intersection of Arsenal
Way and Marion Avenue, the pressure sewer shall be
run to the manhole at Rodgers and Constitution Avenues.
Washington state Cross Connection guidelines require the
installation of a double detector check valve assembly
on the irrigation sprinkler system.
Developer shall contact the utility and apply for water
and sewer service.
Engineering--Right~of-way permit required. To obtain
permit, a $2,000 bond for road cut and Certificate of
Insurance, naming the City as an addition*l insured is
required. Right-of-way permit required for landscaping
p I an. ,
~ B'R' 1!; M E' ~'T ,b [It,
CO N D I T ION S
D ~ ~ ArRT ~ i ~ T
o F
PER M I T
===~=~~==========~===~=============~====~=~====================~=====
Applicatimn Number !12AP05801
Permit Number 14872
Fire--Com~l~te fire alarm system is required. Knox
box must be installed. 6" address numbers are required
for each tenant space. Hydrants must be equipped with
storz adaptors.
============================~=~======================================
.
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SEA TTLE REAL TY, INC.
BROKERAGE · LAND DEVELOPMENT
10900 NE 8TH ST., SUITE 900 . BELLEVUE, WASHINGTON 98004-4405 . (206) 455-2211
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CITY OF BREMERTON
Gateway to the Olympics and Home of the Puget Sound Naval Shipyard
BUILDING OEPARTM~NT
- !
February 28, 1994
William Sch.ot,J.ntp
700 lOath Ave NE Suite 104
-Be~, VIA '98310
RE: ~ding P~rmit #14872
Dear Mr. Bill Schourup:
It has cOll'Ie't6 our attention that Y01-lr building permit #14872, located at 3515 Arsenal Way. will
expire on 3/10/94. '
Pursuant to Section 303(d) of the Uniform Building Code. a permit shalt bewme null and void' if
work is npt conunenc.ed within 180 days from the date of issue. or if work authorized by the permit
is abandoned fur 1.80 ~ after issuance.
I ,
prease contact our ()flj~ at47S-5275 within 2 weeks to discl,lss your intentions for this project. or t<l
schedule a final lJlSpection. Failure to do S() will result in legal action for violation of the Uniform
Bui\ding Code: . .'
SinCerely,
~~~
Bonnie Krause
Pertnit Ted1ni~
cc:
file
239 4TH STREET . BREMERTON, WA 98310
An Equal Opportunity f.mplmp
,r~,;p.\
B REM E R TON
P K R 1'4. I T
B U I L DIN ,G
D E PAR T MEN T
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A P P L I CAT I ON
=:===;;=======~==~==~;========~~==~==~==========~~======:====~====z==
,..'..,
Application, Date
Issue Dat.e
A,ssessor Acct #
S:i te J...ocation
Owner - rAast Name
- Street
- City
- Phone
Tenant's Name
Agent's Name
Archi. tect ~ s Name
I::xl Bui] dj ng
[ J Mechanical
t ] Plumbi.ng
09/16/1992
3515 ARSENAL WAY
KIBO
3515 AR.sENAl. WAY
BR.EMERTON
(206 )
~n,J... SCHOURUP
SEATTLE REALTY
I: ] Grading
[ ] Move Building
[ ] Mobile Home
I~PP I i~~ation Number 921\1'05801
I Permi t Number.
Project Group
First MI
state WA Zip 98310
Phone(206)
Phone(206)455-2211
r J Sign
r. ] Burning
[ ] l.and Cl ear.
[ J Paving
[ ) Undergr,ound
r ] Demolition
------~-~-----------------~---~--------------------------~--------~--
Nature of Work,:
, 1,,3,96,0 square ,foot bU',il ding shell, onl y ,,', ",}
/)rc.o ~(J ~ ~ A t..{ 0.. t~ ("~ ~5f-e.rY\ ,( s r<f u/t' ~
a ,\ ~ 'K VlC>'){Vo>oC w7't( oJ151> < k.4... ,~~)
3. \ (P1JCJ..~i)r.(.$s 1Itt.tW\i:2LNu..'t'~ rc.Jt't4'~~~J ~r ~~ ~~ S'~c~.
'I.,' J+y4>'r6N\/k a.,t"~ ,~~MJ.~ J.a.4 'AUi'rM!pcJ w~~ ~f-.r.,-d)~
Buildi.ng Valuat.ion " $272000.00
--~-~~~~~;:1-~;:;t;i~;------7-----~:~;~;-;;:~
Construction, Sq Feet
Type [] {j is r; p;n ~1~' ..... '
Residence ,.IJ , ,.'J U,' }, ,ln9
Business [X] " "ype
, Other (] St, ,P 1879!" ,"\ ,
New (,Xl ~
Repai r [] ift tJiLi,'::' i, ;;';'w St.atus
Remade 1. [] ,DINQ I)E'Atl~,," Code
Addj,tion f] ~
",-~...'" :;:l'l'
.13u~~ldfXlg Contra,ctor.:
,Contractor
Street
Cit.y
Phone
~'epresentati.ve
state r.iceuse -#
Cit,y License #
\'l ''';~~'
SEATTLE REAl.TY
700-.108TR AVENUE
BEI,t.EVUE ,
(206) 455-2211
BILL SCHOURUP
8EA'I'TI'k212BH
NE St.1Pl'E 104
state WA Zi~ 98004-510
Expiration Date 08/19/1992
Expiration Oat.e
. ".~'!l:.
-.....------...:,
Inspections
Requi. red i
10
Fm.tnda t ion,
Framing
lnsulat:i.o:l'l'
Plumbing
Mechani,cal
',,, Wallboard
,I'
i'Final
[X]
[X]
[Xl
(X]
[Xl
[xl
(x]
"'--' . ------------~,-------_.~---_._--------------_._-------- -- .-
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ESM, INC.
34004 Ninth Ave. S. Bldg. A
FEDERAL WAY, WA 98003
[}J~iTiT[EOO @rF iTOO~~~[NJOif1r~[L
DATE 9-8-,93 I JOB NO,
ATTENTION , Janet Lunceford
~, KIBO BUILDING - 3515 Arsenal Way
Bremerton, WA
, Phone 838.6113
TO
City of Bremerton
28"6 - Fourth Street'
Bremerton, WA 98310
> WE ARE SENDING YOU ~,Attached 0 Under seP13rate cover via
the following items:
o Shop drawings
o Copy of letter
o Prints
o Change order
o Plans
o
o Samples
o Specifications
,DATE
Nq.
DESCRIPTION
Check #174 in the amoLlnt of $1,246.00to cover building permit
for I<IBO Bldg., 3515 Arsenal Way,Bremerton,WA
,COPIES
THESE ARE TRANSMITTED as checked below:
>
0 For approval 0 Approved as submitted
0 For your use 0 Approved as noted
o As requested ' 0 Returned' for corrections
0 For review and comment 0
0 FOR BIDS DUE 19
o Resubmit_copies for approval'
o Submit~copies for distribution
o Return_corrected prints
o PRINTS RETURNED AFTER LOAN TO US
REMARKS
COPY TO
Bill'Schourup
@ 40% Pre-ConsumercOntent .10% post-ConsumerContent SIGNED: Bob Scho 1 es
If enclosures are not as noted, kindly notify us at once.
PRODUCT 240 /NE!iiS/Inc., Groton, Mass. 01471.
CITY OF BREMERTON
Gateway to the Olympics and Home of the Puget Sound Naval Shipyard
America's Most Liveable City
August 3, 1993
Bill Schourup
Seattle Realty
700 108th Ave NE Suite 104
Bellevue, W A 98004-5102
Re: KIBO building 3515 Arsenal Way, Bremerton
Dear Mr. Schourup,
It has come to our attention that your building permit application 92P A0580 1 expired on June 1,
1993 without permit issuance. Since you were not notified of its pending expiration, I will allow
you until September 3, 1993 to obtain the permit. Failure to do so will result in the loss of your
plan check fees. The balance due on this applic'ltion is $1246.00.
If you have any questions, you may contact the Building Department at (206)478-5275.
Sincerely,
~
Bonnie Krause
, Permit Technician
cc: file
93p217
239 4TH STREET . BREMERTON, WA 98310
An I:quaJ Opportunity Employer
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643"'237.1J
~t'ot<ll Fees
Amoun t,P$.tid
Prior Pa.yrrtEHlt
Ba 18.nc~e Due
~==~z:;=====~c~:~=Q~~~C
$ 1241.50
$
,00
On <'1 11119fl2
f'or ,g2APOS801
~,
_ ''';'''"''''''''''''''''_'''''''' 'fi'''",_'~._','''''',.:........i>','''''''''~'''''.".,,,,,"''(*"'~.,''~...,..-Jo. ,~"",>",, ,.
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,,/,
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R HEM E H TON
'~
B U 1 L DIN G
D E P A H T MEN T
PERMI'!'
A P P L I CAT ION
================;====================================================
Application Date
Issue Date
ASl::Iessol: Acct #
Site Location,
Owner - Last Name
- Street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[ ] Mechanical
[ ] Plumbing
09/16/1992
Application Number 92AP05801
Penni t Number
proiect Group
3515 ARSE:NAL WAY
KIBO
3515 ARSENAL WAY
BREMER'rON
(206)
First MI
state WA Zip 98310
BILL SCHOURUP
SEA'It/I'LE REAL'l'Y
r ] Grading
[ ] Move Building
[ ] Mobile Home
Phone(206)
Phone(206)455-2211
[ ]
[ ]
[ ]
Sign
Burning
Land Clear
[,] Paving
[ ] Underground
[ ] Demolition
---------------------------------------------------------------------
Building Contractor:
Contractor
St r"eet
City
Phone
Representative
State License II
City License U
SEATTLE REALTY
700-108TH AVENUE
l]ELLH:VUL~
(206) 4E>f)-2211
BILL SCHOURlIP
BENl"!' 1* 212 Bli
NE SUI'l'E 104
state WA Zip 98004-510
Expiration Date 08/19/1992
Expiration Date
Nature of Work:
13,960 square foot building shell only
Building Valuation
$272000.00
Council District
---------------------------------------------------------------------
Census Tract
Construction
Type
7
Bq Feet
Inspections
Required
[ ] Zoning Foundation [X]
[X] Type Framing [X]
[ ] Insulation [X]
[X] Plumbing [X]
[ ] status Mechanical [X]
[ ] Code Wallboard [X]
[ ] 10 Final [X]
:_ _t=:: ~ e-=====y;p==r?===ktz==?==~==~=:~_
Residence
Business
Other
New
Repair
Remodel
Addition
n REM E R TON
1"'11IIII
B U I L"D :[ N G
D E PAR T MEN T
PERMI'r
A P P LIe A T ION
===============~====:================================================
Application Dat~
IS:Jul" Duta
Assessor Acct #
Site Location
Owner - Last Name
- Street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[ 1 Mechanical
[ ] Plumbing
09/16/1992
Application Number 92AP05801
l;)el'lld t Number
Pt'o iect GI~OUp
3515 AHS.ENAL WAY
KIBO
3515 ARSENAL WAY
BREMER'rON
(206)
First MI
state WA Zip 98310
BILL SCHOURUP
SEA'l''l'LE REALTY
r ] Grading
[ 1 Move Building
( ] Mobile Home
Phone(206)
Phone(206)455-2211
( ]
[ 1
[ ]
Sign
Burning
Land Clear
[ ] Paving
[ 1 Underground
[ ] Demolition
---------------------------------------------------------------------
Building Contractor:
Contractor
St.reet
City
Phon 1.1
Representative
State License1/:
City License #
SEATTLE REALTY
700-108'fn AVlmUF.
BELLEVUE
(206) 4b~)"'7211
BILL SCHOUHUP
SEATTI*212BH
NE SUI'l'li: 104
'~
utuLI.1 WA Zl~ ~"004-510
Expiration Date 08/19/1992
Expiration Date
Nature of Work:
13,960 square foot building shell only
Building Valuation
---------------------------------------------------------------------
$272000.00
Council District 7 Census Tract
Construction Sq ......eet Inspections
'l'ype Required
Residence r ] Zoning Foundation [X]
Business [X] 'rype J.l'raming (X]
Other [ J Insulation [X] ,
New (X] Plumbing [X]
Repair [ ] status Mechanical [X]
Remodel [ ] Code Wallboard [X]
Addition [ ] 10 Final [X]
. """"" = 70 =~= =; ".i,= " ~ = ci:r = = = =Sh"~X r = =~;~ I}; ~ = =Pi'/;":: b':~"" T(~
1- ~ ~- - - -- --- _I~~-JP-e.L'>:>.'~ ~~~~-!--
M-E-M-O-R-A-N-D-U-H
I"""
,t' """
;/ ,.I """
I ny t.s (' ~
lJ U ) Lr-i f;..
,-, ~ 1/
OCr 1 ". lG/ffJ
, , 5 7992 ilia
October 10, 1992
TO:
Janet Lunceford
FROM:
Derek Skanes
SUBJ:
13,960 SQ.FT BUILDING SHELL
Building Application Number: 92AP05801
Site Location: 3515 ARSENAL WAY
Tax Lot Number:
Owner: KIBO
The development of the proposed site does not conflict with
utility systems located within the Arsenal Way right-of-way.
Due to the traffic congestion and numerous underground
utilities at the intersection of Arsenal Way and Marion Avenue
the pressure sewer shall be run to the manhole at Rodgers
Street and Constituton Ave.
Washington State Cross Connection guidelines require the
installation of a double check valve assembly on the
irrigation sprinkler system.
Developer shall contact the utility and apply for water and
sewer service.
Approved:
Logged In
9-/6 r9Z
Date
Logged out
JO~ /J-' J~I/2-
h - /5 -72.
/
,
, !
B U ! L D. I NG
D E PAR T M EN T,,',
'B R, E MER TON
PER 111 r '1"
A P P L reA T ION
, ,
==~==================~==='===~~~~==================~=;================
z
<:::>
I-
'0:::
, w..J
:2:
l.LJ
0:::
~
W-
e:>
>-
t:=
c:..J
C/') " '
UJ Application Date
~ Issue Date
~......I Assessor A(jct #
~ ~ Si teLocation
......I Owner- Y';ast Name
:i: ' -' at reet
:.:5 - ' Ci ty
:Z' - Phone
::::> 'l'enan t · s Name
:E Agent's Nf1me'
ArchiteQtrs, Name "
[X] Building
[ ] MechanicaJ.
[ ) Plumbing
t- ,
.....,.\
0-
W
en
09/16/1992
'Appl ication Number 92APO,5801
permi. t Number:
ProjecJt Group
I
:1
,,]
!
3515 ARSENAL WAY
KIBO
3515 ARSENAl" WAY
BREMERTON
(206)
First NI
state WA Zip 98310
Phone(206)
Phone(206)455-2211
),BILL SCHOtTRUP
SEATTI.! REAl,TY
'r ']Grading
[]Move Bl..li.ld:i.ng
[ ] Mobile Home
[ ] Sign J ] Paving
[ ] Burning [ ] Underqrotmd
[ ] I.and Clear [ ] Dem(diit ion
, ,
Buildi~g Contractor:
~)
Contractor
street
City
Phone '
R,epresentative
Statel:"icense ' :It
City License #
/'
,
~
SEATTLE;'REALTY
700-108TH AVENUE
BELt.EVUE
(206) 455~'22Jl
BILL SCHOURUP
SEA TT I ,~~ 212BH
NE SUITE 104
state WA ZtP98004-510
Expiration Date 08/19/~992
E~piration Date
";,,
;r.;ature of Work:
13,960 square foot building shell only
L~
Building Valuatibri
$272000.00
-----~~~----.~--_.~~--~---~.----~'--~~-------------~--~-----~----~-~,~-----.
Census Tract
council Distiict
C~;mstruction
Type'
"Re.sidence
,Susiries's
,,'other
New
Repair'
Remodel
.. "Add~, ti on
[ }
[Xl
[ ]
" un
[ ]
I ]
[ ]
7,
Sq Feet
Inspecti.ons
Required
Zoning
Type
[x]
[.xl
[X]
-[x]
[X)
[X]
[X]
Status
Code
Foundation.
Fr ami119 "
Insulation
Plumbing
Mechani caJ,
Wa.llboard
Final
10
, ,
'~'" '..' , ' ' ',','
I ~,,~:;:::: =:::::;;: q ~=, I~ ~,=:~ (fJ -_::: ='~,~,=::: --::::::::::::::::::;;-;;..,:-:::::::: ::::::::::::::::::: =::a::::::::.::::.:: = =:;: =':::=i=::'::=::::
/' ','.. ' ~" -,
'.
",,',J
EfJ f-: ,""" ....... '" ft~lPJF BREMERTON BUILDING DEPARTMENT
1:5 ( ) I~ fi L ' '0
-,' ,,-'; I! ,...
- ~) ~:::J
PERMIT APPLICATION
(JeT 1 2 1992
DATE:
BUlLDJNu Ul:.l'ARTMENl
21 Sept 1992 , 199
TO BE COMPLETED BY
26 Sept 1992
, 199
OWNER
CONTRACTOR
3515 Arsenal Way
LOCATION OF .JOB
New Building
FOR
ENGINEERING COMMENTS/REVIEWED BY ~~
.
R/~~r--Qr -W~ PEI!J"1lr Ii?E<JVIRei:2. 70 t:J;>>;11/ ~~~~
I z.t;J(fIO LJ~~p ,&'e'..e /Col4'O c.-~-r" "fWD c&,eT7~~~ c;>,& r-'~~
S"'7'A17~ /"Htf!., Clry /tS ,4w fiCD"T)oW~ /I'V'sc.>,2_.v
/V'G F.D
70
t:;BrI"1' I".)
.;D €.I<,....".,.... Pl2otol\... Fi 5.Ha,E ~ 0 R... hJ,
~ c..) ,L:b
.-..JEE-D ~.
~
/Ole.
,R /{PijP- c;F W~F rEICM n-
t.J4w.D.5G19~./N~ n~ tt~
WILt.. Be
S~O{;4J/\J
~a;oJ~
-
!
CITY OF BREMERTON BUILDING DEPARTMENT
PERMIT APPLICATION
DATE:
7-13-, 1992
TO BE COMPLETED BY
7-?O-
1992
Rill C:;('ho'l"''1p
OWNER
Ohl1el
CONTRACTOR
3515 Arsenal Way
LOCATION OF .10B
FOR grading permit 2500 cy
ENGINEERING COMMENTS/REVIEWED BY ~~
AlO' S'7cJ'R/'-1 A."/~TE~ fH/fLL- /:?~ /':;L.LulA/'ED N L:>.R/'1/N ~/,.FTO nbJI'tCeWT
PK'I \IR'/~ ,:J/~(),:J.e>er;",
d ~ Ti-/,,€ (.::J t/ .Li'LI c.. ?/ 0';>/ r t:'F Py/9."
N e E:iJ I cOld T/'J / A/
rJEKM I T ;/?~r.f ENo/A/E..e:eJ/I./6 P/r.!?/dK ro
/PtJl<C/,v(, /N In'.€. R/(,;;,r Ci,c t,vr!'r'
1"i CI ry
)<0 ~:~ _ ~,ql
~r e WM
FtJZ -;^/~L ,,':?(/I t,.V" ~
Y~(J ,Cv
J/&1t.. /?~r1 r
l;?~ WE/?
ScOTD,.)
Cd ;1/ .:t 7Z:J
7#4U /lGepSf
,7'/
t:Oc. w , !:::EyV /w(.
NtJT f-J:&.e CJTTr!::- -;7F1~OC
B ~ EM' R TON
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 #:
S,ite T-,ocation
Owner - Last Name
- Street
- City
- Phone
':!:'enant's Name
Agent's Name
Architect's Name
r:n Bui lding
r 1 Mechanical
[ 1 Plumbing
g~i:Jing Contractor:
CO:1 t. t- 2. (; t. (J :-
Strpet
City
Phone
Representative
state LiceDse #
City License #:
09/16/1992
35.15 ARSENAL WAY
KIBO
3515 ARSENAL vlAY
BREMERTON
( 206 )
BILL 5CHOURUP
SEATTLE REALTY
J Grading
r 1 Move Building
[ J Mobile Borne
SEATTLE REALTY
700-108TH AVENUE
BELLEVUE
(206) 455-2211
BILL SCHOURUP
SEAT~I*212BH
No. t ure of Wor]{:
11.9~O square foot building
Building Valuation
Council District
i; ons t r II C' t i on
TY1;)e
'P "
"eSl aence
Business
ot::;er
New
Repair
Remade:
Addi t:i on
~;r
1- "1
SlJe.! l
$272000.00
7
Application Number 92AP05801
Permit Number
Proiect GrouT;>
First MI
State WA Zip 98310
phone(?06)
Phone(?06)455-2211
[ 1 Sign 1. 1 D '
"Zlvlng
[ 1 Burning r , Underground
,
[ 1 Land Clear- r 1 Demolition
NE SUITE 104
State WA Zip 98004-510
EJ:pi~ation Date 08/J.9/}_992
EXi;>iration Date
onlY
Census Tract
r 1
;. J
r; ,
uonlng
Type
Sq Feet
Inspections
Required
[Xl
[X;
r '!,.1"""!
;. J.'). . ~
[xi
rv'!
~ ..(~.j
C :{ ;
eX]
~'-
=========================~==========================================~
/""
J- q~
Lf-""
[X 1
I -I
ex 1
r .,
, :
Status
Code
FouncatioD
Frannng
Insu~ation
Plumbing
~1echanical
Wallboa::c~
F: 210.l
,1. 0
11I'/ '
,I
/
/
/.
\ ~
ESM inc.
I
A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT CONSULTING FIRM
September 10, 1992
RE: KIBO Building - Arsenal Way
Bremerton, WA - Permit No. 13842
4>
I:C
DD ~ I l_
Oil I"j v .I!+
YOj: 3/l '''I;' ^
8R~.Itt (99<.' u
~;Pla
Ws
I'\tG~
~~;ps
Mr. Dan Eisses
City of Bremerton
Engineering Department
239 Fourth Street
Bremerton, WA 98310
Dear Dan:
Enclosed please find a copy of the revised drawing shown in the modification of the
street section and the storm drainage calculations for the flows going to CB # 1 as
shown on the plans. My understanding is that with this revision, subject to review of
the storm drain calc's, the improvements as shown on the plans are agreeable with
the City subject to KIBO Corporation agreeing to participate in an LID. This will
be done by separate letter from the KIBO Corporation.
We would ask that you review and approve these plan as early as possible so that
construction may proceed.
If you have any questions or need further information, please feel free to contact
me.
Very truly yours,
ROD RT D. SCHOLES, P.E.
President
Enclosure
s24:rds1
34004 9th Ave, So" Bldg, A . Federal Way, Washington 98003
Federal Way (206) 838-6113 . Tacoma (206) 927-0619. Seattle (206) 623-5911 . Fax: (206) 838-7104
r
j
KIBO
CORPORATION
A Land Development Company
September 14, 1992
City of Bremerton
Engineering Department
239 Fourth Street
Bremerton, WA 98310
RE: KIBO Building - Arsenal Way
Bremerton, WA - Permit No. 13842
To whom it may concern:
This letter will confirm that in consideration for the City of Bremerton allowing the
construction of the building on the above permit with street improvements that do not
meet current City of Bremerton's standards along Arsenal Way that the applicant agrees
not to protest the formation of an LID to improve Arsenal Way at some future date.
Very truly yours,
KIBO CORPORATION
,...."'PI)
?>;;?~~p ~ '
MARLYSDOLNEY 7'
President
s24:rds3 '
P.O. Box 1451 · Renton · Washington · 98055 · (206) 228-5628
COMPUTATION SHEET
ESM inc.
11
JOB NO. ~ 6 - 14 - '110
JOBNAME AflSeNAl-
COMPo BY ~ S
CONTENTS ""D(<,AINA6E.
DATE q-2.2.-G! J..
)dAY ~\T~
SHEET ---L-.. OF ~
A CIVIL ENGINEERING, LAND SURVEY, AND PROJECT MANAGEMENT
CONSULTING fiRM
941 Powell Ave. SW, Suite 100 Renton Washingto"., 98055
(206) 228-562l1
CHK. BY
, c'AL..C.t1LA'TIDt-!S / PIPE. c.11f'Ac..rl'(
_, d. _:P~&ldAC::.E.., _ 'eM:2lJ:....:::,_ Q...IQ,Q . Be.., '..-,., _....
. .,.
. ___ ..... ___.....____.____ ...__.____ __-__4.' ___..____
---'---. .---_. .--...-......-.-- - "-' - "--"'-" ..,--.-. --.----------... - ---_.-.....-._._-'"--.--~.. '....-.^.. ---------.,. --...,.---.-.---..----. ,~------
~~_._'- ,e'F\-e,1 ~p C-~'~ '5IS1;S"'" ~~~r.' ~ -'~_~:Sa~-ri_ ~~=~O-F:, .~A~~~,ilC~~Ay~~=8~Hr~Df~;jl~i==-
__....._,.____,C3.pl) , ........ .... ....., '_" H" ..,.... ,_,~...__.. ..~-'c...--.,--
___.. ,...FRoH, JI-t E., L~1 jr{Te:~SE.Co"'[ ot-l'To ::r:~E.. W6~T ,of: _ J]iJ:.~_.f'R1l.Je.c..T..___
__ ~\:rE.. .:To __-n'\E._.ll'A.TEB;;;,,~.c.;rLOl-L ,,\.1,,\\11-\ _wN~T1TJ:T.IQ"L_.A--tE..L__"__'__ ......._- ---
, (fLiRo~
-se:.~ An FiCHE.O M l\f fo R,.. ,_ l$A$I,..t ,..'1:)E.L..Jtle.AIl QlfL,-----__. ,-----..--
. ..- "'^'" -- ." ~_. - ....._"". .- ----_.~ --^- ... .~-.- -~._- --- ~ -.... -- .....- ...--- -- ... ------>. ..--..- -. .-..-
'l1f'E.~vLoJ ~L. ~e.fACE..,__-' __..Af'.P..RoY-_...M.. cr;o ___ DF_~/w..... .W Il!.. ,BE .1J1f6J?,VI.DjJi=>.___
,,_,_,,_ ,__, __.., __ _.._ _....Q,40:..1\.c.__,.,..,_.., .,_..,-_ .._......"__'_--...____--.-_... .
.. SOiL-TIPE.,.... ~ ..R.R6JN A ~....
" \d.i e>e.oLo6.lQ.. ~l~ Gg.e,dP'.-..8
Btlitl'it=ALL ,~P>.~l-l.e:;,S .___~....
,~t?O "~ _
4-.~_ ,.
~ -_....- ---
_.. Jo .re. / 24 ije,.. ..' _,
~..? 'l( f?I ~4-~ He... _ '
:3/22/92 ESM Incorporated page 1
ARSENAL WAY SITE to 'Y12 L ~4- IH2.. t./?:;
=============================================================-=======
DETAIL BASIN SUMMARY
BASIN ID: DA1 NAME: DRAINAGE AREA TO SOUTH C.B_
SBUH METHODOLOGY
TOTAL AREA. .... ....: 0.50 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE.....: TYPE1A PERVIOUS AREA
PRECIPITATION....: 3.50 inches AREA. . : 0.40 Acres
TIME INTERVAL. _ _ . : 10.00 min CN.. . . . : 85.00
TIME OF CONC.....: 5.00 min IMPERVIOUS AREA
ABSTRACTION COEFF: 0.20 AREA..: 0.10 Acres
CN . . . . : 98.00
PEAK RATE: 0.25 cfs VOL: 0.09 Ac-ft TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN TIME DESIGN TIME DES IGI TIHK DESIGN
RUNOFF RUllOFF RUIOFF RUNOFF RUIOFF RUNOFF
(minI (dsl (1lin) (cis) (ain) (cis) (min) ( ds ) (min) (cis) (.in) (cis)
--------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------
10 350 0.0455 690 0.0572 1030 0.0380 1310 0.0316 1110
20 360 0.0415 700 0.0578 1040 0.0459 1380 0.0317 1720
30 370 0.0474 110 0.0576 1050 0.0459 1390 0.0312 1730
40 380 0.0470 720 0.0571 1060 0.0460 1400 0.0317 1740
50 0.0004 390 0.0482 730 0.0583 W70 0.0460 1410 0.0311 1150
60 0.0011 400 0.0496 740 0.0580 1080 0.0461 1420 0.0313 1760
70 0.0022 410 0.0512 750 0.0582 1090 0.0425 1430 0.0317 1770
80 0.0035 420 0.0522 760 0.0588 1100 0.0383 1440 0.0318 1780
90 0.0044 430 0.0860 770 0.0585 1110 0.0384 1450 0.0157 1790
100 0.0052 440 0.1221 180 0.0586 1120 0.0528 1460 1800
110 0.0058 450 0.1271 790 0.0517 1130 0.0384 1410 1810
120 0.0063 460 0.1833 800 0.0443 1140 0.0246 1480 1820
130 0.0013 470 0.2428 810 0.0443 1150 0.0390 1490 1830
140 0.0084 480 0.2538 820 0.0444 1160 0.0386 1500 1840
150 0.0088 490 0.1863 830 0.0445 1170 0.0386 1510 1850
160 0.0091 500 0.1145 840 0.0446 1180 0.0391 1520 1860
170 0.0095 510 0.1161 850 0.0482 1190 0.0387 1530 1870
180 0.0097 520 0.1108 860 0.0523 1200 0.0381 1540 1880
190 0.0099 530 0.1057 870 0.0524 1210 0.0392 1550 1890
200 0.0102 540 0.1067 880 0.0521 1220 0.0388 1560 1900
210 0.0104 550 0.0906 890 0.0526 1230 0.0388 1570 1910
220 0.0109 560 0.0743 900 0.0527 1240 0.0393 1580 1920
230 0.0121 570 0.0147 910 0.0524 1250 0.0389 1590 1930
240 0.0133 5BO 0.0755 920 0.0529 1260 0.0389 1600 1940
250 0.0155 590 0.0755 930 0.0530 1270 0.0394 1610 1950
260 0.0178 600 0.0759 940 0.0526 1280 0.0389 1620 1960
270 0.0192 610 0.0730 950 0.0532 1290 0.0390 1630 1970
280 0.0207 620 0.0700 960 0.0532 1300 0.0395 1640 1980
290 0.0218 630 0.0103 910 0.0415 1310 0.0390 1650 1990
300 0.0230 640 0.0102 980 0.0306 1320 0.0391 1660 2000
310 0.0307 650 0.0109 990 0.0306 1330 0.0353 1610 2010
320 0.0388 660 0.0112 tOOO 0.0302 1340 0.0316 1680 2020
330 0.0412 670 0.0641 1010 0.0306 1350 0.0316 1690 2030
340 0.0434 680 0.0571 1020 0.0307 1360 0.0311 1700 2040
9/22/92
ESM Incorporated
ARSENAL WAY SITE
page 2 ~/B
10 'If? /24 14R
---------------------------------------------------------------------
---------------------------------------------------------------------
REACH SUMMARY
PIPE REACH ID No. P1
From: To:
Pipe Diameter: 1.00 ft n: 0.0120
Pipe Length 10.00 ft s: 0.0050
Up invert 117.00 ft down invert: 116.95 ft
Collection Area: 0.50 Ac.
Design Flow 0.25 cfs Dsgn Depth: 0.21 ft
Pipe Capacity 2.74 cfs
Design Vel 2.18 fps Travel Time: 0.08 min
Pipe Full Vel 3.48 fps
9/22/92 ESM Incorporated page 1
ARSENAL WAY SITE 2..0 'ie. j:2.4 !-IL 4-/B
============================================================-========
DETAIL BAsIN SUMMARY
BASIN ID: DA1 NAME: DRAINAGE AREA TO SOUTH C.B.
SBUH METHODOLOGY
TOTAL AREA._.....: 0.50 Acres BASEFLOWS: 0.00 cfs
RAINFALL TYPE. ...: TYPE1A PERVIOUS AREA
PRECIPITATION... .: 4.20 inches AREA. . : 0.40 Acres
TIME INTERVAL....: 10.00 min CN....: 85.00
TIME OF CONC.....: 5.00 min IMPERVIOUS AREA
ABSTRACTION COEFF: 0.20 AREA. . : 0.10 Acres
CN . . . . : 98.00
PEAK RATE: 0.33 cis VOL: 0.12 Ac-it TIME: 480 min
TIME DESIGN TIME DESIGN TIME DESIGN riME DESIGN TIME DESIGN '1'IME DESIGN
RUNOFF RUNOFF RUNOFF RUHOFF RUHOFF RUNOFF
(min) (cfs) (min) (efs) (min) (cis) (.in) (efs) (min) (cfs) (min) (cfs)
--------------------------------------------------------------------------------------------------------
--------------------------------------------------------------------------------------------------------
10 350 0.0635 690 o . 0720 1030 0.0472 1370 0.0390 1710
20 360 0.0659 100 0.0727 1040 0.0569 1380 0.0391 1720
30 370 0.0653 710 0.0723 1050 0.0510 1390 0.0385 1730
40 0.0003 380 0.0645 720 0.0725 1060 0.0571 1400 0.0391 1740
50 o . 0011 390 0.0658 730 0.0732 1070 0.0571 1410 0.0391 1750
60 0.0020 400 0.0674 740 0.0728 1080 0.0572 1420 0.0385 1760
70 0.0035 410 0.0693 750 0.0729 1090 0.0526 1430 0.0391 1770
80 0.0053 420 0.0703 760 0.0736 1100 0.0475 1440 0.0392 1780
90 0.0063 430 0.1153 770 0.0732 1110 0.0476 1450 0.0193 1790
100 0.0072 440 0.1628 780 0.0134 1120 0.0654 1460 1800
110 0.0079 450 0.1684 790 0.0647 1130 0.0476 1410 1810
120 0.0084 460 0.2409 800 0.0554 1140 0.0304 1480 1820
130 0.0096 470 0.3171 810 0.0554 1150 0.0483 1490 1830
140 0.0109 480 0.3290 820 0.0555 1160 0.0477 1500 1840
150 0.0114 490 0.2404 830 0.0556 1170 0.0418 1510 1850
160 0.0117 500 0.1472 840 0.0557 1180 0.0484 1520 1860
170 0.0121 510 0.1488 850 0.0602 1190 0.0478 1530 1870
180 0.0124 520 0.1417 860 0.0653 1200 0.0479 1540 1880
190 0.0130 530 0.1349 870 o . 0654 1210 0.0485 1550 1890
200 0.0146 540 0.1360 880 0.0649 1220 0.0479 1560 1900
210 0.0164 550 0.1154 890 0.0656 1230 0.0480 1570 1910
220 0.0178 560 0.0944 900 0.0657 1240 0.0486 1580 1920
230 o .0196 570 0.0949 910 0.0652 1250 0.0480 1590 1930
240 0.0210 580 0.0958 920 0.0659 1260 0.0481 1600 1940
250 0.0241 590 0.0951 930 0.0659 1270 0.0487 1610 1950
260 0.0273 600 0.0961 940 0.0655 1280 0.0481 1620 1960
270 0.0290 610 0.0923 950 0.0661 1290 0.0482 1630 1970
280 0.0308 620 0.0884 960 0.0662 1300 0.0488 1640 1980
290 0.0321 630 0.0887 970 0.0515 1310 0.0482 1650 1990
300 0.0336 640 0.0885 980 0.0380 1320 0.0482 1660 2000
310 0.0444 650 0.0893 990 0;0380 1330 0.0436 1670 2010
320 0.0556 660 0.0896 1000 0.0375 1340 0.0390 1680 2020
330 0.0584 670 0.0807 1010 0.0381 1350 0.0390 1690 2030
340 0.0611 680 0.0718 1020 0.0381 1360 0.0384 1700 2040
9/22/92 ESM Incorporated page 2
==========================~~~~~~~=~~~=~~~~=============~~=~;j~t~~== S/~
REACH SUMMARY
PIPE REACH ID No. Pi
From: To:
Pipe Diameter: 1.00 ft n: 0.0120
Pipe Length 10.00 ft s: 0.0050
Up invert 117.00 ft down invert: 116.95 ft
Collection Area: 0.50 Ac.
Design Flow 0.33 cfs Dsgn Depth: 0.23 ft
Pipe Capacity 2.74 cfs
Design Vel 2.35 fps Travel Time: 0.07 min
Pipe Full Vel 3.48 fps
&/g
STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN
HydrologU: Soil HydlOlop Soil
Soil Type Group Soil Type Group
NewberJ B Spaaa..y AIB
NilCfually B Spriqdalo B
Nooltlllck C SuJay., B
Norma CID SuJtu C
Oprty C Su.lru YUianl B
Oles.o NO SIIIUa C
Olomoual C S....... ND
Olympic B TIICOmI D
Orcu D Taawax NO
Oridia D TeaJwhit NO
Orting ND Tenino C
010 C nIGh D
()Yail C Tolaai ND
Pu&ik C TOWIIIlIIId C
Pb_y C Tritoll ND
PbeJaa NO Tukwila 0
Pilc:huck C Tukey NO
Potchub C Urbu variable
PouUbo C Vailtoll B
Pralllcr C VerIot C
Pugcc 0 WapalO NO
Puyallup B WanIen B
Queeta ND Whidbey ND
Quilceno NO W"Ukaon B
Raper B WiIlltOll A
Rainier C Woodimrille B
Raught B Yelm C
Reed ND Zynbar B
Hydrologic Soil Group Classifications
A. (Low runoff potential). Soils having high infiltration rates, even when
thoroughly wetted, and consisting chiefly of deep, well-to-excessively drained
sands or gravels. These soils have a high rate of water transmission.
B. (Moderately low runoff potential). Soils having moderate infiltration rates
when thoroughly wetted, and consisting chiefly of moderately fine to moderately
coarse textures. These soils have a moderate rate of water transmission.
c. (Moderately high runoff potential). Soils having slow infiltration rates when
thoroughly wetted, and consisting chiefly of soils with a layer that impedes
downward movement of water, or soils with moderately fine to fine textures.
These soils have a slow rate of water transmission.
D. (High runoff potential). Soils having very slow infiltration rates when
thoroughly wetted and consisting chiefly of clay soils with a high swelling
potential, soils with a permanent high water table, soils with a hardpan or
clay layer at or near the surface, and shallow soils over nearly ~ervious
material. These soils have a very slow rate of water transmission.
ND Data not currently available for this soil type.
*From SCS, TR-55, Second Edition, June 1986, Exhibit A-l. Revisions made from
SCS, Soil Interpretation Record, Form #5, September 1988 and various county soi~
surveys.
III-I-IO
FEBRUARY, 1992
. ,
STORMWATER MANAGEMENT MANUAL FOR THE PUGET SOUND BASIN
'71?>
Table 111-1.3 SCS Western Washington Runoff CUrve Numbers
(Published by SCS in 1982) Runoff curve numbers for selected agricultural,
suburban and urban
land use for Type 1A rainfall distr~ution, 24-hour storm duration.
winter condition
CURVE NUMBERS BY
HYDROLOGIC SOIL GROUP
A B C D
86 91 94 95
74 82 89 92
65 78 85 89
42 64 76 81
55 72 81 86
81 88 92 94
LAND USE DESCRIPTION
Cultivated land(l):
Mountain open areas:
Meadow or asture:
low growing brush & grasslands
Wood or forest land:
undisturbed
Wood or forest land:
Orchard:
young second growth or brush
with cover cro
Open spaces, lawns, parks, golf courses, cemeteries,
landscaping.
Good condition:
Fair condition:
grass cover on ~75' of the
area
grass cover on 50-75% of
the ,area
68 80 86 90
77 ~5 90 92
76 85 89 91
72 82 87 89
98 2,$ 98 98
100 100 100 100
Gravel roads & parking lots:
Dirt roads & parking lots:
Impervious surfaces, pavement, roofs etc.
Open water bodies:
Single family residential(2):
Dwelling Unit/Gross Acre
1.0 DU/GA
1.5 DU/GA
2.0 DU/GA
2.5 DU!GA
3.0 DU!GA
3.5 DU!GA
4.0 DU/GA
4.5 DU/GA
5.0 DU/GA
5.5 DU/GA
6.0 DU/GA
6.5 DU!GA
7.0 DU!GA
POD's, condos, apartments,
commercial businesses &
industrial areas
lakes, wetlands, ponds etc.
% Impervious (3)
15
20
25
30
34
38
42
46
48
50
52
54
56
Separate curve number
shall be selected for
pervious & impervious
portions of the site
or basin
\impervious
must be
computed
(1) For a more detailed description of agricultural land use curve numbers refer
to National Engineering Handbook, sec. 4, Hydrology, Chapter 9, August 1972.
(2) Assumes roof and driveway tunoff is directed into street/storm system.
(3) The remaining pervious areas (lawn) are considered to be in good
condition for these curve numbers.
III-1-12
FEBRUARY, 1992
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Ci1'-
JOSEPH R, BLUM
Director
STATE OF WASHINGTON
DEP ARTMENT,QF: FISHERIES
., ~.~ ~<,;~", ,,1 '
115 General Administration Suilding _ OIYmp(~~;:Wasbington98504 _ (206) 753-6600 _ (SCAN) 234-6600
Nove~}:)er18, 1992
R IE c r: , " e
'"
NOV 231992
CITY OF 8DEM "
'" 1::1< /(J/I( ,
t:1'Il:JI/'~CLI\.,
'., ,
Miles Consulting
Attention: .DonMiles , ,,~H. '., .'
300 - 120thA\fe'(~E, Suite2.1~.;~~;'~pild;:1ng 2
Bellevue,W~sl')lngton9$005t~:'\.., "
i ,C,'.> .',
, -, ,,~. - , - -,
SUBJECT: HYdraulIc projectA~pr~v~ifor Stormwater System,
Project Name -KIBOBul1dl'ng, Unnamed Tributary to
. Sin91air Inlet,secti6n/2,2, Township 24 North,
Range 01 East, KitsapCourity
Dear Mr. Miles,
Wehav.e,~ix.:<~~.e,d;your letter,land;(ietermined that a Hydraul,ic
Pr ojectApp~oy:~;lH/isnot' requ'lrec1;;:':~orthe above-referenced
project .l:to,wever,weapprecla1:e!:.I:Y'()ur interest in protection of
water qualTtyiof.nearby 'marlne';w~ters~
"<.,",
Please cO.ntact D6ris Sma1.l,.'B.e;<f~g9~rl.ij(lbitat Manager, at (206)
895-4756 ,'i,~.yo,u.havea.ny "fur~,l'1.e#:i.f;~\1es.tion6 about protection of
the waterJquality'()f.the :<i:r;~~p.~9e'.~.iI,"
.. ''''/,,-,,;
';;!If;J).qLi.;s~\,J...,, Small
";~'fR~,9:i.()Ili:ll' Habl tat Manager
'k':- ,.- ~' . ..' . ''..
, , ,
ce: Dan Eisses, City of Breme:rton\~E~gineering (permit #13842)
Inter-Office Communication
------=---- -~
~'-
City of Bremerton
To
Subject
w~~
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Please reply on reverse
-~ ------------
;{~'
f1'& '0 ....
Burr,OIN()
D E P, ART M F. N T
B REM F. R TON
P. E R M I If.
A P P LIe A T ION
===~~===~~~=:~=====~a==%~~==~~========:===~=~====a~.========c========
At'1rp H ea '\:: ion tJa t:e
,fs/ijue Date
A$t~l$i'H'lOT. A(;~ct t
81 t: e J~()Cf~ t i tm
Ot.me!' "-'",as t N a.me
- Street
,~ \~:l 1:.'1
,., l}'bcme
T(Ii\!1,an t. ';8 J:h'!me
Agent's Name ,
,A,n~hi, teet. ',f~ Name
[X] Building
[ ] Mechard. (!a 1
[ ] Plumbing
09/16/1992
Al?pll{:!at.:i.t':m, Number 92AJ?05801
l?~r:rn,i t Ntunbe:r
Project:. ,Group
3515~,RSEN,M.. WAY
KlaO
~515 ARSENhh WAY
J:\RW.MEJR'~()N
(106)
First HI
State WA Zip 98310
i?hone(10())
Phone(206)455-2211
't.t 11.t.S(~lWURtJP
~Jr.A'l''rr,lt: REA[.~'Y
[ J (lr'ad;lng
[ ] Move Building
[ J Mobile Hom.e
[ ] Sign r. :1 Paving
[ ] 'Ilurn:i.ng [ J l)ndeQlt::ouud
[ J I.and Clear: [ ] DeJ"C> 1 1, t i em
__~.~____~.~_~~.~___~_____~~_____4'_~~"~_____.-__~'___:__._~_______~__~_ -_.---
:ani 1 cl:tJlg Coot 1': 8<.tt,fl;r. :
Ccmt ra.ct, (.It'
street
City
Phone ,
>Rep~;:eJ:!;lent,l'i\U, VIS
statl\:'l ld, t;~f,*nRl1~ #
ctty l.l.c;ense #
H~l\,TTt.(~ R,~~l\t.'rY
700'<IOBTH AVENUE
n~;l,l.EVU!
C.HH;) 455'-2211
HI [, [, SCHpt1~JJ P
$EA~r~Tl*212BB,
NP: SUI~rE 104
State WA Zip '8004-510
Etxpi t'ation fjat.~ OB/19/1!~92
F.itl,)i, l~ a t j, nn Oii\ te
Nl;'ltllre cd: Work =
13,960 square foot building shell only
au.t ldlng Val uaf~;i:()n
" '
$2720()Q,OO
Council Disteiet
7
Censw~ Tt'eAct
GonsltnH;:!til)O
Type
Sq Feet
1 n;\,~pl;:H~t;:t Ocni:l
n("lqu,:l t'ed
Residenee [ ] Zoning PoundatioD [xl
8w:-dn.es:s (Xl 'I'ype ti'ramtng on
other r] Insulation [X]
N~JW no PI umbi,n~ (X]
Repair [J status Mechanjcal [X]
Renv"de! [1 C(H:1l"~ WmJ Ibf,)ard (X]
~dditian r ] 10 rinBl [Xl
m m"" c;","""" ''';r::1"~7: "9"3:"" "" tr~"; ""TI~ "~r~""1
I ...' L,_
ESM, INC. "
34004 ,Ninth Ave.S. Bldg. A
FEDERAL WA V, WA 98003
[L~'1J'1r~OO@[f ITOO~~~[f0{]DLi1F~[L
DATE
9d6-92
IJOB NO, ,
Phone 838.6113
ATTENTION
TO
City of Bremerton
286 - 4th Street
Bremerton, WA 98~Jn
RE: "
Janet Lunceford
Arsenal Way Project
>
WE ARE SENDING YOU
o Attached 0 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
NO.
DESCRIPTION
COPIES
DATE,
KIBO Check #137 in the amount of $806.98: Plan Check Fee:
Arsenal Way Proj~ct
1~~h~~I
SEPl-t-mZ,
_. ~. i- r:- <." '~~1 ,.: ~,~ ';
:-~
----.-,
THESE ARE TRANSMITTED as checked below:
0 For approval D Approved as submitted
0 For your use 0 Approved as noted
> 0 As requested 0 Returned for corrections
0 For review and comment 0
0 FOR BIDS DUE 19
o Resubmit_copies for approval
'0 Submit~copiesfordistribution
o Return~corrected prints
o PRINTS RETURNED AFTER. LOAN TO US
, REMARKS
"~
COPY TO
~ Robert D. Scholes, P.E.
16<y 40% Pre-Consumer Content .10o/~ Post-GonsumerContent ,SIGNED:
PROOUCT240 (Nifl3S(lnc, GrOtun, Mass. 01471 It enclosures are 'not as" noted, kin.dly" notity us at once,
MILES CONSULTING
(206) 451-2138
SUITE 211 - SLOG 2
300 - 120th AVE. N.E.
SELLEVUE, WA 98005
September 1, 1992
Ms. Janet Lundsford
Permit Coordinator
City of Bremerton
239 Fourth Street
Bremerton, WA 98310
RE: KIBO Building - Arsenal Way
Permit #13842 Number 92AP05390
Dear Ms. Lundsford,
Enclosed please find 3 sets of buiiding shell construction
plans and 1 set each of structural calculations and outline
specifications for the KIBO Building. At this time we are
applying for the construction of the building shell only.
Tenant improvement plans will follow with the determination
of the specific Tenant location and layout.
At the present time the building is shown as Type VN
Construction, non-sprinkled. The footprint of the work we
are considering is 13,960 square feet. Based on I.C.B.O.,
the value of this type of construction would be around
$19.50 per square foot, Washington adjusted. This makes the
estimated value of the building shell $272,000.00.
Any two story Tenant improvement permit submittal will
include the design for the second floor structural floor
framing. Configuration of the second floor will only be
determined with the leasing of the taller portion of the
building.
We are also glvlng some consideration to installing a fire
protection sprinkler system in the easterly portion of the
building. We have made contact with the Water Department
and they have advised us that sufficient water is available
for the system, as well as a price for the installation of
the backflow prevention device.
We will also furnish the lighting budgets as well as heat
loss calculations with each of the Tenant improvement permit
applications. If a decision is made to install a sprinkler
system in a portion of the building, we will either use a
dry system or advise you of a wet system and include the
heat source and heat loss calculations to achieve the
minimum heating allowed to 490.
If you should have additional questions or need additional
information, do not hesitate to contact me at 206-451-2138.
, Don Miles, P.E.
Miles Consulting
cc Seattle Realty
LETTER OF TRANSMITTAL
MILES CONSULTING
(206) 451-2138
SUITE 211 - SLOG 2
300 - 120th AVE. N.E.
SELLEVUE, WA 98005
TO:
DATE:
JOB #
RE:
/ frrl
k'/ /f D
Sf /cIr
/c:; q Z,
?
o under separate eover via
/Lc/
I ~ f;;;vC//~/J C::d~
/ Or/((dt6 z5,;e&,
3?~ ~ ~ h-e-/ d ./
-1, ~ /~ /7/?YocXc!
k ~7 ~?u,~ c/?-7 ~
These are transmitted:
~or approval
o Approved as submitted
o For your use
o Not approved
o As requested
o For review & comment
o For filing
o For bids due on
o For signature & return
o Approved as noted
o Returned for corrections
,19_
Signed! Id/Y7 ~k-
..
" ,
.'
KIBO BUILDING
BREMERTON, WASHINGTON
SPECIFICATIONS AND DETAILS
AUGUST, 1992
KIBOSPEC.DOC
~
QQt~ltlE_~~EQI[IQATIQtl~
Ql_____________SPEQlAk~QNDITIQtl~
1. The General Conditions are a part of this division.
2. Wherever the term "Contractor" occurs in these
documents, it refers to the Gen~~~l_Qont~~ctor.
Q1A____________OWNER-~_QQtltRACTOR_tlEETltlQ
1. A preliminary meeting between the Owner, Designer,
and Contractor shall be held at the site before work
begins. This meeting is for the purpose of resolving
current problems and further orienting the Contractor
to the requirements of the Plans and specifications.
2. The site shall be thoroughly examined for all
conditions which might directly or indirectly affect
the project work. The proposed sum shall reflect those
conditions which can be practically determined. During
or before construction, the Contractor shall verify all
dimensions which may affect the work.
3. If any person, partnership, or corporation, in
preparing a bid, is in doubt as to the true meaning of
any part of the contract documents, or finds errors,
discrepancies, or omissions in them, he shall at once
request interpretation-or correction thereof by the
Owner and/or Designer.
,,-iT
~/
4. The Contractor shall be responsible to contact and
carry out all necessary inspections to ensure
compliance with codes and good construction practices.
The final inspection will be secured in a timely
manner.
tlQTE:
The following contracts shall be bidder design, and
subcontractors shall submit their proposals based on design
criteria established by Designer. These submittals shall be
reviewed by the Owner, his agent, and the approving agency
for design conformance.
A. Electrical
B. Mechanical, including (1) HVAC and (2) plumbing
C. Landscaping
D. Fire Alarm System and Sprinkler System.
"
'"
Ql~____________IEtlEORARY_EAQlkIIIE~
01B-02
TeillEQ~~~y_~h~g~ (for storage)
1. The contractor shall provide and maintain on the
premises watertight storage sheds for storage of all
materials which might be damaged or affected by weather
or moisture.
01b-09
~g~iiQl~ing~_lgmEQK~KY_~1airs~_1~~der~
E~mE~~Rgn~~y~~_HQi~~E1g~
1. The Contractor or his subcontractor shall furnish and
maintain all equipment such as temporary stairs,
ladders. ramps, platforms, scaffolds, hoists, runways,
derricks, chutes, elevators, etc. as required for the
proper execution of the work.
2. All such apparatus, equipment, and construction shall
meet all requirements of the Labor law, OSHA
regulations, and other State or local laws applicable
thereto.
3. As soon as possible, permanent stair framing is to be
erected and the Contractor shall provide same with
temporary treads, handrails, and shaft protection.
Q1Q____________ERQIEQIIQu
1.
The Contractor shall comply with all applicable codes
and safety ordinances.
"
2. The Contractor shall provide all shoring, bracing, and
sheathing as required for safety and for proper
execution of the work, and have same removed if
required when the work is completed.
3. The Contractor shall provide installation and
maintenance of the necessary precautions to protect
all persons on the site, including members of the
general public, from injury or harm, including but not
limited to:
a. Posting appropriate warning signs in hazardous
areas.
b. Providing guardrails and barricades of adequate
height, together with warning lights around
obstructions, pits, trenches, or similar areas on
site or in the structure itself. All such
guardrails around the openings in the floors or
roofs shall be at least 3'6" in height or meet
OSHA requirements.
..
4. The Contractor shall at all times provide protection
against weather - rain, storms, winds, frost, or heat -
so as to maintain all work, materials, apparatus, and
fixtures free from injury or damage. At the end of the
day's work, all new work likely to be damaged shall be
covered.
5. Any work damaged by failure to provide protection
required above shall be removed and replaced with new
work at the Contractor's expense.
6. Fire:
a. Fires shall not be built on the premises except by
the express consent of the Contractor and
appropriate authorities.
b. The Contractor shall provide and maintain in
working order two Standard Underwriters labelled
ABC all purpose 10 lb. fire extinguishers.
7. The Contractor shall provide all necessary protection
for adjacent property and the lateral support thereof.
Ql~____________~AIEBlA19
1. When several materials are specified by name for one
use, the Contractor may select for use any of those
specified.
2. Wherever an item or class of materials is specified
exclusively by trade name or by name of the maker or
by catalog reference, only such item shall be used,
unless the Owner's approval for a substitution is
secured in writing.
3. Wherever the words "approved by", "satisfactory to",
"as directed by", "submitted to", "inspected by", or
similar phrases are used in these specifications, they
shall be understood to mean that the material or item
referred to shall be approved by, satisfactory to, as
directed by, submitted to, or inspected by the Owner
or his agent.
!21Y.lillQtLl
A. ~QQE~_Qf_ih~_NQKk
1. The descriptive specifications and drawings herein are
for the purpose of estimating a contract for
construction of an office/warehouse complex shown in
the contract plans.
The project shall be known as:
"KIBO Building and Site."
2. The cost of the project will include all permits,
licenses and other items necessary to con~truct a
complete building, including site work and utilities
as outlined in construction plans and specifications.
Legal Description: See Attached.
3. Workmanship will conform to applicable commonly
accepted trade practices for quality construction in
this class of work. All materials will be new. At
completion of the wor}:., rubbish and debris occasioned
by the work will be removed from the site and the
building will be left broom-clean.
B. ~~2ign
The design was accomplished by Miles Consulting (206-
451-2138) in accordance to the requirements of the
D.B.C. and the City of Bremerton.
Contact: Don Miles
Offsite work has been designed by E.S.M. Inc.
(206) 838-6113.
C. ~ig_fK~~~n1~1i9n
The bid price which shall include all of the permits,
site work, basic building, tenant improvements, and
work necessary to complete project. Price shown lump
sum plus W.S.S. Tax added.
Site Survey by:
E.S.M. Inc., Federal Way, WA. Job: AW-GR
Mr. B, Scholes (206) 838-6113.
1. Basic Building and Site
The basic building is to include the shell
completed and secure; and painted with acrylic
masonry paint; fire protection for warehouse
coverage; underground plumbing as required for
T.1. work; base electrical system which includes a
600 amp phase exterior service; bus gutter for
4 meters; a 100 amp house panel; 2" diameter
phone conduit with exterior service can; exterior
lighting including sign pedestal and warehouse
level lighting for 4 tenants (15 footcandles); and
mechanical shall include sufficient warehouse
level heating to prevent freezing; and bidder
design fire protection system.
blIYI~IQ!,!_2.
A . ~i t~_RQ.Kk
1. The Contractor accepts the site in as-is condition.
The site shall be improved by clearing and grubbing.
The site will be filled and cut to bring the finished
floor to the designated elevation. All fills are to be
compacted to 95% density as determined by ASTM Method
D-15557. Inspection and testing shall be the
responsibility of the Contractor. On completion, the
site shall be graded as required away from the
building. All marketable items within the project
shall be handled to the advantage of the Owner, The
Contractor shall arrange for the disposal of all
debris.
2. A stormwater runoff collection facility is to be
provided for proper drainage and treatment of the roof
surface and the parking surface. This system shall
conform to Guidelines for Stormwater Detention
Facilities of the approving agencies, Department of
Public Works,
3. Site utilities will be installed underground in
accordance with the requirements of the approving
agency and shall be protected or repaired as might be
required to ensure proper functioning on the
completion of the project work. Work shall include
sewer, water, storm drainage, power, telephone, gas,
alarm and security.
4. Pavement and Walks:
a. Sidewalks will be concrete, a minimum of 4" thick,
with a light broom and exposed aggregate finish.
b. The site as shown on the plot plan will be covered
in asphalt to meet the Washington State Highway
specifications B Mix to a depth of 2" asphalt and
4" crushed rock over permanent weed killer.
5. Curbs and Pavement Markings:
a. Extruded concrete place on epoxy adhesive shall be
used as shown on plans.
b. Common pavement markings and stall stripping shall
be placed on parking lot to delineate area.
6. Provide bidder-design landscaping, acceptable in
comparison to landscaping shown on plot plan and as
required by the approving agency.
7. Lighting for parking areas and security lighting are to
be provided for the site as shown as electrical detail
on the floor plan.
8. The project scope of work shall also include the
necessary utility service connections off site; the
required fire hydrants and City street improvements
in accordance with the construction standards of the
City of Bremerton.
~~f
./
- :.
~IYI~IQt:i_l
A . QQ!lQ.;r~t~
1. The design of spread footings shall be based on data
supplied by the soils engineer. All concrete used in
slabs shall have a minimum of fc 2,000 psi and
reinforcing will be deformed steel bar conforming to
the appropriate ASTH specifications for the grade of
steel.
2. Exterior walls to be concrete tilt-up construction
with concrete of minimum compressive strength of fc
3,000 psi and deformed steel bars conforming to ASTM
615 grade gauge steel.
lllYl~lQlL1
A. k1.392DXY: None
lllYl~lQl':L~
A . k1~t.31
1. All metal on the project, including railings, stair
stringers, beam seats, bolts, and concrete imbedded
items, shall meet the ASTM specification A36-20,OOO
psi requirements,
2.
Steel tube and pipe shall conform to ASTM A-500,
Grade B.
'"
3. Welded reinforcing bar shall be of approved weldable
grade.
4. All fabricated steel items to be painted with a shop
coating of zinc chromate or equal before leaving plant.
5. All welding and fabrication shall be in accordance with
AISC codes and AWS standards. Welding shall be
performed by WABO certified welders.
~IYI~IQ~_~
A. ~~~~ll~~
1. Glu-Iam beams are to be designed for spacing as shown
on the drawings and meet the AITC specifications for
industrial grade having a waterproof casing and fb
2,400 psi. An AITC certificate is required.
2. Glu-Iam columns are to be designed with the same
specifications as the beams except fb 1,800 psi when
used.
3. Roof decking to be 5/8" CDX plywood minimum unless
otherwise specified, nailed for proper diaphragm action
per UBC specifications.
4. Joists, purling, or trusses to meet the span
requirements of the project are to meet the
specification requirements of the UBC.
5. Trusses if supplied as alternate shall be provided with
manufacturer's certificate of design compliance and
shall have submitted a design detail sealed by a
professional engineer.
6. Light framing shall be accomplished using members as
set forth in UBC and shall be nailed and secured per
minimum UEC nailing schedules.
7. Walls where gypsum drywall is to be used will be
metal or wood studs with 5/8" gypsum drywall installed
and taped in accordance with the manufacturer's
specifications.
8. All millwork shall be considered a finished item to be
detailed and installed as a tenant improvement. Such
products shall meet codes and fire ratings when
installed.
rlYl~lQ~_l
A. ~gi~tu~~r~Qt~~tionL~~ilding_Dam~-P~QQiing
1. All below grade exterior wall surfaces, where indicated
on the drawings, shall be waterproofed with bituminous
self-priming, chemically cured, catalyzed coal tar
epoxy or equal.
2. All panel connections to be caulked fully with a
polystyrene backer rod. Material to be polymer
caulking, gun grade, paintable, Tremo Dymeric or equal.
(Provide special consideration for joints below ground
level. )
3. The roof shall have a two-year guarantee from the
roofer. Test squares shall be made at the Owner's
request and tested by a qualified testing lab.
4. All flashing around the roof to be made of 24-gauge
galvanized iron as detailed on drawings.
5. Downspouts around building to be standard 4" A.D.S,
pipe exterior or 4" plastic interior, or as
noted on the plans.
6. Roof accessories shall include roof hatches, vents,
drains and scuttles, with overflows as shown on plans.
These items shall be considered part of the roofing and
may be modified on review with the Owner.
B. ~~ilQing_ln~gl~tiQn
1. The warehouse section of the building shall be
considered a cold building, Thermal insulation will be
considered a tenant improvement and shall meet or
exceed minimum State of Washington energy codes when
installed.
2. Basic Insulation Requirements (By Code):
a.
b.
c.
Wall Insulation:
Ceiling Insulation:
Slab perimeter:
R-13
R-30
R-10
C. E2Q1-~E~2iii2~tlQn
U.L. Class "A" roof assembly, Owens Corning 31-NC,
Malarkey NM-4, or equal.
Base: #28 glass felt ASTM D-4601, Type 2 F.M.
approved, D.L. listed.
Ply glass felt ASTM D-2178, Type 4 F.M.
approved, U.L. listed.
Cap Mineral Cap Sheet, ASTM d-3909
Federal Specification SSR-630
Class 2, U.L. Classified.
~IVISIQ~_~
A. ~QQK~~~lngQ~~~_~ng_~las~
1. The office entrance will be aluminum and glass. Doors
will be weatherstripped. Interior office doors are to
be hollow core. Doors to exterior from service areas
are to be insulated hollow metal doors. Fire-rated
doors shall carry the seal of required rating when
installed and shall have required hardware. All doors
to have 3 hinges.
2. Window sashes to be anodized aluminum Z bar sections to
sizes shown on drawings.
3, Glass to be insulated glass, except storefront doors.
4, Truck doors to be sectional metal roll-up style, with
insulation as an Owner option. Provide Kinnear Std.
Model K-20 or equal metal sectional doors with pull
hoist (uninsulated - unless otherwise noted on plans).
~lYISIQ~_~
Einish~~
Finishes shall be considered a tenant improvement and
shall be as specified in the schedule of finishes on
the contract plans.
This work shall include:
E12QLB-Qng_~as~~
1. All trowel finished concrete floors to receive a
cure and seal coat.
2. Floors in all restrooms shall receive a sheet
vinyl cover with a 5 inch high cove base.
3. When vinyl tile is called for a 12 inch by 12 inch
by 1/8 inch vinyl composition tile by Armstrong
or equal shall be used,
4. When floor carpet is called for the area shall
receive a carpet of color and pattern selected by
Tenant. budget shall assume a nylon closed loop
glue down product at $14.00/sq. yard installed.
~ Stairs shall receive vinyl treads with nosings
and kicks.
~~11~~_E~xtiti2n~~_E8iling~~_~ng_~9in~92t2
1.
All frame walls ~;fe to receive 5/8 inch GWB each
side (Type X GWB at 2 hour). The GWB walls shall
be taped, spackled and sealed, and receive two
finish coats semi-gloss latex enamel paint with
orange peel finish. Use Sherwin-Williams No. 1300
Oyster White or Pittsburgh No. 43 Antique White or
equivelant. All columns to match walls.
~
~-
,~
2. Restroom walls shall receive a Marlite or equal to
4 feet above floor which will extend 2 feet either
side of and 2 feet in front of water closets. The
remainder of walls to receive an alkyd enamel
paint.
3. Exposed interior concrete walls may be sealed and
painted to match GWB walls.
4. Hand railings shall be wood with metal wall
brackets,
All brackets to be mounted on specially installed
blocking and adequately anchored. Mounting to be
per UBC Code. Handrails to be painted.
~
~QQ~~_~rrg_NirrgQ~2
1. All doors shall be hollow core doors with wood
frames and trim. 3 hinge mounted. All wood door
frames and trim shall be finished with light
walnut stain and clear plastic varnish finish or
equal.
2. The interior of the exterior doors shall be
finished same as at other walls.
3. When fire rated doors are required they shall be
solid core with label and include all necessary
hardvmre.
4. When special swing or acting doors are required
they shall be per the Tenants requirements meeting
code and safety.
5. Interior windows shall be metal frame and shall be
glazed to meet safety and fire resistance
requirements.
~~ilirrg~
1. Ceilings on all restrooms shall be 5/8" one-hour
GWB on wood joist at 8' from floor, Tape,
spackle, seal, and paint same color as GWB walls.
r)
t:....
Ceilings in office and show areas shall be
suspended T-bar and acoustical tile, factory-
finish white, 10' from floor. T-bar system shall
be 2'0" x 4'0" grid.
"
3. The T-bar system shall be insulated with R-30
non-faced batts above second floor office area
and R-19 between floors.
lnt~~iQK-~Qgnt~~B_~ng_~~gin~1B
1. All cabinets shall be of a medium grade, prefinish
type. Style to be approved by Tenant.
2. Cabinets and counters to receive plastic laminate
cover, nosing, and backsplash.
3. All dimensions are from finish to finish.
Restroom is to meet all Washington State
handicapped code requirements.
a. Grab bars to bed 1-1/2" 0 with 1-1/2"
clearance at 34" above floor. Bar shall
extend 36" across back of water closet and
18" in front. Attachment shall be capable of
supporting 300 pounds.
b. All dispensers, switches, and mirrors to be
40" maximum height.
c. Lavatory rim height to equal 34" with a 29"
minimum knee space.
d. Faucets to be lever-action type.
4. See Building Plans for additional "Interior Work"
specifications and Tenant improvement work.
I21Y.li2.IQtL1Q.
A. i2.Eeci~lt.i~~
1. Hardware
a. The warehouse access and main office entrance
door shall be secured by cylinder-operated
lockset operated from both interior and exterior.
This door shall be provided with door closure.
Locksets to be Schlage, Type D or equal.
b. All other interior hardware shall be considered
tenant improvements and shall be of a type and
style meeting all necessary codes,
2. Specialty Items
a. Provide and install the following items in
restrooms as required:
1. Mirrors
2. Toilet tissue dispensers
3. Paper towel dispensers
4, Necessary handicapped grab bars, hardware,
and required fixtures.
b. Mirrors over handicapped lavatories shall be
mounted so as not to exceed 40" above floor from
top of shelf and bottom of mirror. Mount all
dispensers so as not to exceed 40" above floor to
any rack, operating controls, mechanism or
dispenser.
3. The dock bumpers and dock leveler shall be considered
in this section and as a part of the basic building
shell.
Dock Bumpers - 2 each 4 1/2" x 10" x 20" per dock.
Levelers - None.
.
121Yl~lQlL1.Q
A. tl~~h~ni~~1_~_He~ting_and_Y~ntilati2n
Heating and ventilation are considered part of the
basic building shell. Energy requirements
needed to meet anticipated uses shall be supplied to
the building for design into the future tenant
improvements. This work shall include the necessary
gas service.
Additional work within this division may include but is
not necessarily limited to the following:
1. Each Bidder shall design complete mechanical systems
per Owner's tenant improvements and submit his proposal
with general design drawing and catalog cuts of
proposed equipment. Design methods shall conform to
standard trade practices and comply with all applicable
codes and standards.
2. Labor, materials, and equipment necessary to install
all specific items and systems listed below together
with all necessary accessories and additional items as
required to install a complete operating HVAC system as
indicated on drawing and described in specifications.
a, Office space and toilet room exhaust fans
b. Office space heat and air conditioning
c. Ductwork and flues
d. Grilles, registers, and diffusers
e. Motors and starters
f. Thermostat controls
g, Testing and balance
h. All necessary wiring diagrams and operating
instructions
i. Guarantee for mechanical systems
3. Warehouse space is to be heated to 50 degrees F design
temperature.
4. Powered exhaust to the outside of all toilet rooms as
required by code plus exhaust for lunchroom will be
provided. Provide exhaust fan capable of exhausting
1.0 CFM with 1/4" static pressure.
5. The office HVAC system shall be designed for heating,
cooling, and ventilation per UMC and the approving
agency. The equipment shall be a combination of split
and package heat pumps by Lennox or equal. The system
shall have supply and return ducts located in the
dropped ceiling area, Grilles and diffusers shall be
set in ceiling. Thermostats shall have automatic
changeover feature and night setback features.
~
6. All starters, motor, and control equipment required
under this section of the specification shall be
furnished by Contractor. Starters shall be mounted and
power wiring furnished under the electrical section.
7. After erection, the Contractor shall test and balance
all systems and set dampers to produce proper air
distribution and air deliveries at each outlet shown
on drawings.
B. ~~~hgnl~gl_=_Plgm~lng
Basic groundwork plumbing and cold water supply as
necessary to service the proposed tenant layout shall
be a part of the basic building shell and installed at
that time. Basic plumbing service shall include any
service backflow prevention or pressure reduction as
required. Additional supply, waste, and venting shall
be considered tenant improvements and shall be approved
and installed at that time. See plans for basic work.
Further plumbing work may include but not limited to
the following:
1. Work required under this section includes labor,
material, and equipment necessary for the completion
of all plumbing work; including hot and cold water
piping, drains, and sewer lines, as shown on the
drawings. details, and as hereinafter specified.
2. All work shall be installed in accordance with the
local plumbing code, including testing, pitch of
piping, traps and venting, flashing, cleanouts, and
miscellaneous items.
3. Hose bibs outside building shall be non-freeze wall
hydrants, Smith 5610 or equal.
4. All non-welded joints in ferrous underground piping,
except where insulated joints are required, shall be
provided with a jumper bond of not less than No. 8
stranded insulated copper wire. All bond terminals
shall be coated and wrapped to exclude moisture.
5. Means shall be provided to guard against breaking of
pipes or loosening of joints due to settlement of the
building to the pipe itself. Such means shall be in
the form of swing joints or other positive and
permanent means, including special foundations outside
underground lines where necessary.
6, All water piping shall be tested with a hydrostatic
pressure of 100 psi before piping is concealed.
.
7. Soil and waste piping inside building and below ground
shall be cast iron pipe or ABS where approved, with no
pipe smaller than 2" size.
8. All water supply lines within building shall be copper
with sweat joints. Piping above ground shall be type M
hard down copper tube. Piping below ground shall be
type L hard down copper tube. Above ground piping
shall be heat taped or insulated to prevent freezing
under basic building concept if required.
9. All trim shall be secured by means of Allen head or
Phillips head set screws. No common screwdriver will
be permitted. Trimmings shall be brass with exposed
parts chrome-plated. Handles to be level type only
(no knobs). Fixture traps shall be 17-gauge brass
tubing, chrome plated. All backing, supports and
carriers for all plumbing fixtures shall be provided.
American Standard figure numbers are used to establish
type and quality. All plumbing fixtures shall be
located as shown on plans and details; color shall be
white.
10. Plumbing fixtures should be a minimum as follows, or
equal:
""
u. ,
Water closets: floor mount, tank type toilet, AS
2109.056 with trim.
Lavatory: wall hung with backsplash, AS 0361.022
with trim.
Service sink: w~;l hung AS8340.234 with trim.
Lunch room sink: stainless steel single bowl,
bar sink with goose neck faucet.
Eight-gallon water heater above the ceiling
(Connection by Electrical Contractor).
:.
b.
c.
d,
e.
11. Special requirements:
a. Insulate exposed hot water and drain pipes if
water temperature exceeds 230 F.
b. Vent water heater pressure relief valve to
exterior or as approved.
c. Insulate all plumbing lines above ceiling when in
cold space. Cleanouts: Installed as required.
If exposed to view on building wall or floor, they
shall have flush face plates.
c. M~~h~nic~l-=_~EKinkl~K~
This section is not a complete specification, but a
performance outline under the design/build concept for
the complete furnishing and insulation of building fire
protection system. Connections to the water main shall
be at a point 5' to the outside of building line. This
system shall be guaranteed against final building
acceptance. The design shall be reviewed and approved
by the Washington Survey and Rating Bureau.
1. All work shall comply with Jurisdiction Code, Uniform
Fire Code, and all applicable local and state
ordinances. The City of Bremerton requires review and
approval before installation. The system must be
monitored in accordance with the County Fire Marshall
Directory.
2. Contractor shall verify any structural conflicts with
his work and notify General Contractor of all sleeves,
blockouts, etc. required for installation of the
sprinkler system.
3, Complete shop drawings will be submitted in accordance
with the General Conditions. Information shall include
but not be limited to, the following:
a, Schematic layout of all pipe and risers, including
sizes.
b. Complete equipment schedule, including
manufacturers' brochures for all equipment
specified or implied for a complete installation. .~
c. Drawings to be on 24" x 36" size sheets with title
on the right edge. Provide General Contractor
with three sets for preliminary check and six sets
of final design. Supply all other prints required
by General Contractor.
~
~IVI~IQ~_l~
A. El~~tKl~~l_gE~~iii~~tiQn~
The underground distribution conduit,
transformer base of vault, basic electrical entrance of
panel, meter service, tenant meter, power distribution,
equipment hookup, and office and warehouse lighting
shall be considered part of the building project. Any
house panel general to the building shall be included
in the basic building work. It shall also include
conduit for telephone and fire alarm monitor where
required between service and between bays as shown.
The underground secondaries to transform include
transformer vault (when required by utility), ditching,
and backfill. All other work shall be considered
tenant improvements work and will be designed at that
time. Such work may include the following:
1. Each bidder shall design complete electrical systems
per owner's's tenant improvements and submit his
proposal with general design drawings and catalog cuts
of proposed equipment. Design methods shall conform to
standard trade practices and comply with all applicable
codes and standards.
2. The electrical system will consist of building loads as
anticipated by the Owner per future tenant improvement,
3. Telephone system will be coordinated with local
telephone company. Inserts and sleeves will be
installed as required, including conduit to run to
phone pedestals.
4. Contractor shall provide for temporary power for on
site construction activities and hook up all switches,
starters, and connections for mechanical equipment.
5. Contractor shall supply labor, apparatus, and
electrical materials required to furnish and install
the electrical systems complete, including hook-up of
equipment shown on drawings. Work includes cutting
and patching, repair of damage involving electrical
work, and cleaning of fixtures, equipment, and all
apparatus on completion of work. The Contractor shall
flash and counterflash all roof and wall penetrations.
~
, .
6. Rules and Regulations:
a. All work and materials shall be in full accordance
with the latest rules and regulations of the State
Fire Marshall, the safety orders of the Division
of Industrial Safety, the National Electrical
code, and other applicable State laws or
regulations. Nothing in these plans or
specifications is to be construed to permit work
not conforming to these codes.
b. The requirements of the following publications and
regulations shall also be complied with: National
Board of Fire Underwriters; applicable regulations
of the local utility companies.
c. Whenever indicated, workmanship, arrangement or
construction is of higher capacity than that
required by the above rules and regulations, the
drawings and/or specifications shall take
precedence. Should there be any direct conflict
between rules and regulations and drawings and/or
specifications, the rules shall govern.
Electrical materials shall bear the label of, or
be listed by, Underwriter's Laboratories, unless
of a type for which label or listing service is
not provided.
7. Electrical Contractor shall arrange and pay for
permits, fees. service charges, and inspections, and
present to the Owner a properly signed Certificate of
Inspection before work is accepted.
8. The Contractor shall be held to have visited the site
and satisfied himself as to the conditions under which
the work is to be performed. He shall check existing
conditions which may affect his work. No allowance
shall subsequently be made in his behalf for any extra
expense to which he may be put due to his failure or
neglect to discover conditions affecting his work.
9. Approximate location and size of outlets shall be
checked with Owner's representative to insure the exact
location so outlet boxes will center properly with
interior trim, beams, paneling, etc. Outlet boxes,
junction boxes, and pull boxes shall be made
accessible, and access plates installed over boxes that
are furred in.
10. General Electric, Westinghouse, Square D or equal
distribution panelboards shall be installed with single
and two (and three) pole circuit breakers unless
otherwise noted.
~
.
11. Fixtures:
a. Lighting fixtures, including hangers, diffusers,
louvers, reflectors, auxiliary equipment, and
sockets by Westinghouse or equal lamps shall be
installed. Lamps shall be new and operating at
the time of acceptance of building.
b. The office space is to be maintained at 75 foot -
candles, and the toilet areas at 65 foot-candles.
The warehouse area is to be at 20 foot-candles.
12. The Electrical Contractor is responsible for the
complete installation of the telephone conduit system.
Telephone locations are to be as directed by the Owner.
The contractor will consult with the Telephone Planning
Department and furnish and install all materials not
furnished by the telephone company. If additional
charges are required, they will be paid by the
Electrical Contractor.
13. Panels and circuits shall be tested for shorts and
grounds with mains disconnected from the feeders,
branch circuits connected, and switches closed, all
fixtures in place and permanently connected, lamps
removed or omitted from sockets, and all well switches
closed. Each individual circuit shall be tested at the
panel with the equipment connected for proper
operation. After completion of installation, a final;
test of the electrical installation shall be made.
This test must be made under the supervision of the
Contractor or his designated representative, and any
defects which it discloses must be corrected.
r
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..
EXHJBJT 'A'
DESCRIPTION:
Order No.: E-72794
PARCEL I:
Part of the Northeast quarter of the Northwest quarter of Section 22, Township 24
North, Range 1 East, W.M., in Kitsap County, Washington, described as follows:
Beginning at a point which is North 89059' West 250 feet from the
Southeast corner of said Northeast quarter of Northwest quarter; thence North
89059' ~est 143 feet; thence North 0050' East to the Southeast marginal line of
the County Road; thence North 75046' East along the Southeast line of said County
Road to a point which bears North 0050' East from Point of Beginning; thence
South 0050! West 176.00 feet, more or less, to Point of Beginning;
EXCEPT the Northeasterly 21 feet thereof as deeded to Kitsap County
for road purposes by deed recorded under Auditor's File No. 1004500.
PARCEL II:
Part of the Northeast quarter of the Northwest quarter:
Beginning at the Southeast corner of the Northeast quarter' of the
Northwest quarter; thence West 250 feet; thence North to County Road; thence
along South side of County Road 250 feet; thence South along quarter section line
241 feet to Beginning; ,
EXCEPT East 50 feet thereof, Section 22, Township 24 North, Range 1
East, W.M., in Kitsap County, Washington;
EXCEPT the Northeasterly 21 feet therof as deeded to Kitsap County for
road purposes by deed recorded under Auditor's File No. 1004499.
PARCEL III:
The East 50 feet of that portion of the Northeast quarter of the Northwest
quarter, Section 22, Township 24 North, Range 1 East, W.M.. in Kitsap County,
Washington, described as follows:
Beginning at the Southeast corner of said Northeast quarte~ of the
Northwest quarter; thence West along South line thereof 250 feet; thence North to ,
the County Road; thence Northeasterly along South line of County Road 250 feet,
more or less, to the East line of said Northeast quarter of the Northwest
quarter; thence South along said East line to Point of Beginning;
EXCEPT the Northerly 21 feet thereof.
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B REM E R TON
B U I L DIN G
PERM,IT
~---__,--_n-l
D E PAR T MEN T
~--------~~~-------------~~~--------~--------~-~----------------~~---
---~---~--------------~--~-~-~--~------~-~~------~-~---~~~~----~-----
Application Date
Issue Date
Assessor Acct,i
Si t;,e Location
Owner - Last Name
-" st reet
- City
-,Phone
'l'enan t r S Name
Agent's Name
Architect's Name
[ ] Building
[X] Mechanical
[ ] Plumbing
Building Contractor:
12/14/1994
01/17/1995
3515 ARSENAL
ANDERSON
3515 ARSENAL
BREMER TON
(206)
RIFlO BUILDING
[ J Grading
[ ]M0.V,f,l Building
[ ] Mobile, Home
Work will be completed by owner.
Nature of Work:
, One unit heater (75,000 btu's)
Gas piping
AC unit (24,000 btu's)
Council District
Gonstnwtion
Type
[ ]
[ ]
[ ]
Application Number 94AP118296
Permit Number 16081
Project Group
First E
.MI R
state WA Zip 98310
Phone(206)
Phone(206)
Sign
Burning
IJand, C1 ear
[ ] Paving
[ ] Underground
[ ] Demolition
Census Tra.ct
Sq Feet
Inspections
Required
Residence [ ] Zoning Foundation [ ]
Business [X] Type Framing []
Other [ ] Insulation [ ]
New [ ] Plumbing []
Repair [] status Mechanical [X]
Remodel [] Code Wallboard r. ]
Addition [] Final [X]
;~~~i ~~~-';;('-'~\J- - -,-- --:~ -- ~rl(j~-qfA-- ~---~;;;~~~~-;;'~-~.- - - - -<. - - - - --. - -- - - - ---
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Application Number 94.AP08296
Contractor
street
City
Phone
Representative
state License 11:
Cit.y License #
LEONARD/HIr.Jl,MAN, IRC.
5695 IMPERIAL WAY S W
PORT ORCHARD
(206) 674-2500 state WA Zip 98366
LEONA!*126R1
Expiration Date 12/27/1995
Expiration Date
stoves
Fire Place Inserts
Furnaces
Conversion Burners
1. Uni t Heat,er
Boilers
2 Gas System: Max 5 Outlets
Evaporation Coolers
1 Air Conditioning Units
Heat Pumps
Mixing or Re-Heat Box
Air Hanaling Units
}"ans
Range Hoods
Clothes Dryers
Incinerators
Duct Alterations
Tanks
Refrigeration Units
Other Items
____.M_______~_______________~__~~_____________~_______________~~_____
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* This Is Not A Permit *
,Jan 17 1995
Me<::.h,ani Ct'l J
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Che(~k Fees Amount Pldd
14.95 $ 14.95
==::===~==C~==2==~==~~~
Ot Fees
ZI))'d:n9fl'ees
Gan Paym,ent
Ot,hi!!H; FeeS
R~ner:'g:v C'h<:lt"g€>
state Sje
f.4'3-<[37.13
1Iot.a.lFee~J S
Ammmt Paid $
PK"j,Ot' payment $
$
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On Ol/17!19',5
}'i'or t i1-tAP08296
I:'
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!!;~;:i~~~~~i{~~~il!i!!1il!iI~!!~i~~t=~i;~:w:~:~:~;~i~~m?&~~'r~;~=ii~~;:~~gii:t-h;~~~~:~:t?;Ji!:~:2:;,;;~lff~lJt:tf1:J~~:
NOTICE OF PERMIT REGUlATIONS
This permit shall become null and void if the building or work autborized 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.
NOTI~ - 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 pe.."1Ilit holder to notify the Building Official of r~uired 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. Ally demolition, testing, or financial
burden shall be borne directly by the permit holder. Failure to substantiate code requirements 1iVill indemnify
the City against any and all responsibility or liability connected with the construction.
I hereby certify that I have read and exami.ned 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 loca11aw regulating construction or the performance of construction.
~M~~cU/~
I - /7--- 7)--
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
pocnIIic.Qoc
CITY OF BREMERTON
Gateway to the Olympics and Home of the Puget Sound Naval Shipyard
BREMERTON BUILDING DEPARTMENT
December 20, 1994
LeonardJHillman
5695 Imperial Way SW
Port Orchard, WA 98366
Re: Applications for 3515 Arsenal Way (E.R.Anderson)
The mechanical permit application dated December 14, 1994 is complete. At this time we
will wait until the permit for tenant improvements at the same address have been applied
for before reviewing for the furnaces,
If you have any questions, please contact Bonnie Krause at 478-5275.
~~
Donald L. Pratt,7Ck
Director of Commudity Development
DLPlbak
2394TH STREET . BREMERTON. WA 98310
,,~ ,---
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13 R E M E R T () N 13 U I L D I N (J D E P A R ',r .M E N T
p E R J!.1 I T A P P 1... I C A T I '0 N
==============C==3=============~=======~=====;===~=================~=
Application Date
Issue Date
Assessor Acct #:
Site Location
Owner - Last Name
- street
- city
- Phone
Tenant's Name
Agent's Name
Archi.tect's Name
[ ] Building
[X] Mechanical
[ ] Plumbing
12/14/1,994
Applicataon Number 94AP08296
Permi t, Ntimbe:r.
pr.oject Group
3515 ARSENAl.
ANDERSON '
3515 ARSENAL
BREMER TON
(206)
KIEO BUILDING
First E
HI. R
State WAZip 98310
Phone(206)
Pllone(206)
I
,I
,,[ ] Gradi.ng
[ ] Move Building
[ ] Mobi1.e Home
[ )
[ ]
r ]
[ ] Paving
[ ] Underground
[ ] Demol ition "
Si,gn
Burning
Land Clear
---~-------------~----------~--------------------~---------------~---
B~ilding qontractor:
Work will'be completed by owner..
~,~
'1'
Natur.e of Work:
One unit heater (75,000 btu's)
Gas pi pi:n,g
AC unit (24,000 btu's)
-~--------~--~---------~-~---~-----------~-------~-----_._--~-~---~~--
Council Distr.ict Census Tract
Construction Sg Feet Inspections
Type Required
Residence [ ] Zoning Foundat.ion [ ]
Business [X] Type Framing [ '"
J
Other [ ] :rnsulation [ ]
'New " [ ] Plumbing [ J
Repair [ ] stat,us .Mechan:l:ca 1, [X]
Remodel ( ] Code We. t 1. board' or 1
.,
Addit.ion [ ] }'I'inal un
~==========~====~=======~~=~====~;~\====== ~===~~~=~~=;~~~
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Application Number 94AP08296
Contractor
Street.
city
Phone
Representative
State I.icense #:
ai ty r,.icen:::1e #
I..EO~ARP/HII.I.!MAN 1 11'1G.
5695 IMPERIAL WAY S W
POR'l' ORCH.ARD
(206) 614-2500 state WA Zip~ 98366
IJEONAJ*126R7
Expiration Date 12/27/1994
Expiration Dat.e
stoves
FirePlace Inserts
Furnaces
Conversion Burners
), Unit Heater
Boilers
2 gas System: Max 5 Outlets
Evaporation Coolers
1 Air conditioning Units
H:eat Pumps
Mixing or He-Heat Box
Air Handling Units
Fans
Range Hoods
clothes Dryers
Incinerators
Duct Alter.ations
Tanks
Refrigeration Units
other It.ems
.
== ==.':== =::::::: =:: ==::::= ez:.t=::: ====:: :':.':: J:=:~:::::::: =: == ===::::=:::::: ~ == =::: == == :=::::t=:::::;::::::;z: =::t:~ ;;:-=;:== ====
. .
~-..,
.
.....
...., <
. 1i1
APPLICANT: 0 OWNER ~TRACfOR D OTHER:
COMMENTS:
SITE ADDRESS: ~~/$ AI~/:)I;4L wAy e~&"'A1e'-/t::!1/I
OWNER: ..~ if f{ tJ.e.i(J s 04...1
CONTRACfOR: L &::!J+1a,rJ//h iL M ~
CONTRACfOR LICENSE #LE 0 Nil- I "'If 12 , R. ..,
OWNER PHONE #~O , 4-~.S' - S 7 I 7
ADDRESS: S'O I~(J ""AUY N E. t EU1iIlU G" 980 D! J
, /)flr70t<e/I,
ADDRESS: 5" 16 ::Tr lQ/i W~;' ~ 1// '16 ~ ~<,
EXPIRATION DATE: 1- '1 It,
,CONTRACfOR PHONE # ~ 74 - 2 ~ 0 l!J
RANGE
WOOD/PELLET STOVE
GAS FURNACE btu's:
CONVERSION BURNER btu's:
UNIT HEATER btu's: /.~ "" I)
BOILER btu's:
GAS PIPING t
EVAPORATION COOLERS btu's:
AC UNIT btu's: 2trJrt.fI
HEAT PUMP btu's: ttms:
REHEAT BOX btu's;
AIR HANDLING UNIT but's:
EXHAUST FANS z..
RANGE HOOD (residential)
RANGE HOOD (commercial)
CLOTHES DRYER
INCINERATOR
DUCf ALTERATION
TANKS type:
REFRIGERATION UNIT
OTHER:
MECHANICAL PERMIT FEE
$15.00
MECHANICAL FEES:
PLUMBING FEES:
TOTAL FEES:
APPUCANTS SIGNATURE:~ ~
WATER CLOSET
BATHTUB
LAVATORY
SHOWER
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 (15.00 or 4.50)
DATE: 12- /1-- /'jL
f f
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BREMER'l'ON
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 12/14/1994 Application Number 94AP08296
Issue Date Permit Number
Assessor Acct I Project Group
Site Location' 3515 ARSENAL
Owner - Last Name ANDERSON First E MI R
- street 3515 ARSENAL
- City BREMERTON State WA Zip 98310
- Phone (206)
Tenant's Name KIBO BUILDING Phone(206)
Agent's Name Phone(206)
Architect's Name
[,] Building [ ] Grading [ ] Sign [ ] Paving
[X] Mechanical [ ] Move Building [ ] Burning [ ] Underground
[ ] Plumbing [ ] Mobile Home [ ] Land Clear [ ] Demolition
,
---------------------------------------------------------------------
Building Contractor:
Work will be completed by owner.
Nature of Work:
One unit heater (75,000 btu's)
Gas piping
AC unit (24,000 btu's)
Council District
Census Tract
Construction
Type
Sq Feet
Inspections
Required
Residence
Business
Other
New
Repair
Remodel
Addition
-------------------
-------------------
~J Status
.j\. Code
~~
==~~=========================================
~~
(;~ );, 0\,
~~~
[ ]
[X]
[ ]
[ ]
[ ]
[ ]
[ ]
Zoning
Type
Foundation
Framing
Insulation
Plumbing
Mechanical
Wallboard
Final
[ ]
[ ]
[ ]
[ ]
[X]
[ ]
[X]
JY
~ Q~~
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!
M E C H A N I C A L PER M I T A P P L I CAT ION
---------------------------------------------------------------------
---------------------------------------------------------------------
Application Number 94AP08296
Contractor
street
City
Phone
Representative
state License I
City License I
LEONARD/HILLMAN, INC.
5695 IMPERIAL WAY S W
PORT ORCHARD
(206) 674-2500 state WA Zip 98366
LEONAI*126R7
Expiration Date 12/27/1994
Expiration Date
stoves
Fire Place Inserts
Furnaces
Conversion Burners
1 Unit Heater
Boilers
2 Gas System: Max 5 Outlets
Evaporation Coolers
1 Air Conditioning Units
Heat Pumps
Mixing or Re-Heat Box
Air Handling Units
Fans
Range Hoods
Clothes Dryers
Incinerators
Duct Alterations
Tanks
Refrigeration Units
Other Items
---------------------------------------------------------------------
---------------------------------------------------------------------
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D E PAR THE N T
Mechtmiaal
62-322.
l?ermi. t, F'1!'H'!t!:l
$ . ()O
Amount Fa.:l.d
othE~t' FF,jeS
Zoning P'ei.?!$
~~=~~=~=~~=~~~~:~~~~=~~
$
s
.00
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DliH;: 14 f 1994
Plan l~heck~'ees Amount. Paid
$ 14.~1~)
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62-345,8300
GEm Payment
Other
Energy (,,~ha:rge
state SIC
64<~'<2:37 .13
'l'otal Fee:s
Amount :Paid
Pd,or Payment,
Sa 1 i:lnCli'! Hue
On
Fr.H"#94AP08296
....' .... ........ -
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Proj ect Info Project Address
35:" /5 A-~ S EN/fL
~;q EM EA!ToN
WA-V
Date
J 2. - 2...
For Building Department Use
.;r
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Project Description
Applicant Name: LEO NI/Rt:J/ HIL/...IUAN :r /UL
Applicant Address:5b'iG .' :f"'''EA'1L 'AlA-V S W '4,+ O/'t-I:.""J
Applicant Phone: 2 o~ fA 74- -2!;C!) 0 __ =-: '1""
(.. 'I-?-'5 'SF ~A~E' Hoft ~ ~
f;/:? "$~' Orfrle..j: w,'hi
Ad.a""r/t>~4L ~/2. 1:' ,,1'!'le$
~ U ;Cti7i1 A. [.F'
Briefly describe mechanical system
type and featur~s,
Compliance Option
liiit'Simple System CJ Complex System CJ Systems Analysis
(See Decision Flowchart (over) for qualifications)
Equipment Schedules
The following information is required to be incorporated with the mechanical equipment schedules on the
plans, For projects without plans, fill in the required information below,
Cooling Equipment Schedule
Equip, OSA CFM SEER
ID Brand Name 1 Model No,' Capacity2 Total CFM Econo or EER IPLy3 Location
, 27qN &tJO I tJ, () ROa~
fI:Jl:i ~4,NI~f' tJ-[fS$O,?,OO'f-O 0.. ~a(J
Heating Equipment Schedule
Equip, OSA cfm
ID Brand Name 1 Model No,' Capacitf Total CFM Econo Input Btuh Output Btuh Efficiency'
~ CtJ,f't. et +8SS0~a ,.,tJ ZIoN fJo(j {J-7.(J;fJ 4-o10rlD i Z. 8DfJ 78.5
14'*'. ~E~ '" ,~ if2 f 7'5 NAr '180 .e 7 ~ ,(Jt1(7 be'. (Joo [;0, dOt t
v
Fan Equipment Schedule
Equip,
ID Brand Name' Model No,'
CFM
SP'
HP/BHP Flow Control5
Location of Service
cv
&fPL i~ "0 t:J "^-S
-e:t:-I ~1'O'l"
I (P81 j:'
t;o
.o~
~
'If available, 2 As tested according to Table 14-1,14-2 or 14-3, 3 If required, · COP, HSPF, Combustion Efficiency, or AFUE, as applicable,
5 Flow control types: VAV, constant volume, or variable speed.
~," '.~ < _-,......'.,....".... l-;'~,.,_~ ......". ~...~ """"..,-~_..,._.
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ICooling Equipm~nt Schedule
I Equip, I I I I I (OS~CFM I
,10 Brand Name' Model No,' Capacity' Total CFM '-Econo
'~ :4-B>Sf?.300~70"" 1M'? ~(!
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{'Heating Equipment Schedule
'il-EqUIP'-1 -- -- 'I I I I ~fm
: 10 Brand Name' Model No,' Capacity' , Total CFM Econo
.~J-lC..r l~o.3aG1~I<.To;ulf?on I /'0
:.( oR 1i:Ez F75 W I~ I fi5
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Equip, I , , I
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WSEC APPRO'f;/ 1~I[J)
To the best of my knowledge and ability, these
plans shdw compliance with the requrremenls of
the 1994 WSEC ""~e(elOw: ~
Envelope Mechanical - Lighting
-t~_J ~ 1~_1705'~ -r1Ll't:/"If.
SP~ignature Reg. # Date
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WSEC,APPROVED
To the best of my knowledge and ability, these
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"~lL '
.. Envelo/i: , '" Mechanical , Lighting
J""", H. ~ - .1705f4<<>'-f'-/nJ'fI-
SP~ Signature , Reg. # Date
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PRODUCT 206,1 (Padded 11' EOG~ PRDOUCT206A'1 (Padded I/'EOGE) /-;" Inc.. Groton, Mass, 01471 To Order PHONE TOLL FREE 1,800,225,6380
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CITY OF BREMERTON BUILDING DEPARTMENT
PERMIT APPLICATION
DATE:
1-10-
, 1995
TO BE COMPLETED BY
1-24-
, 199 5
Bill Schourup
o~mER
E. R.Anderson Co.
CONTRACTOR
3515 Arsenal Way
LOCATION OF JOB
FOR construct office 512 sq. ft ~nnirinn
/""'-!
ENGINEERING COMMENTSiREVIEWED BY ~~~
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CITY OF BREMERTON · 2394th Street · Bremerton, WA 98337
BUILDING, LAND USE
AND
ENVIRONMENTAL SERVICES
May 30, 1997
United Pacific Insurance Company
Sea/Tac Firemark Branch
2505 S. 320th St.
Federal Way W A 98003
ATTN: BrendaE. Schauers
re:Landscape Performance Bond for KlBO Building Project, Bond #0259 16 27
E.R. Anderson Company
Dear Brenda:
Please release the above-referenced,bond for the landscaping improvements at the KlBO building,
3517 Arsenal Way, Bremerton. The landscaping has been installed per the approved landscaping
plans and meets the requirements of the Bremerton Zoning Ordinance.
If you have any questions, you may contact me at (360)478-5275.
Sincerely,
~~~~
Janet K. Lunceford
Bldg. and Dev. Specialist
cc: file
. Celebrating 50 Years of Freedom ·
City of Bremerton
Dept. of Community Development
239 Fourth Street
Bremerton, W A 98310
2nd Request
5j,.l,fiq (._~
~~,,~~,,--.~-"'-' ",.-
RE: Landscape Performance Bond for KIBO Building Project, Bond #U259 1627
E.R. Anderson Company
To whom it may concern:
We, as surety, are following for a release letter on the above referenced bond. This
bond was issued in conjunction with the Off Street Parking Permit, Bond #U259 17
57, which you released on April 10, 1996.
Enclosed are copies of both bonds, together with the release letter issued by your
office for bond #U259 17 57.
Please forward the appropriate release letter for bond #U259 1627 to the following
address:
United Pacific Insurance Company
SeaJTac Firemark Branch
2505 South 320th Street
Federal Way, WA 98003
Thank you, your assistance is greatly appreciated. If you have any questions, please
don't hesitate to call me at (206)952-5000.
Regards,
UNITED PACIFIC INSURANCE COMPANY
~;1J;t~ ~ J~
Brenda E. Schauers
Sea/Tac Surety
bes
u
.)' :
~~
.'''' '," ~"'f~~,"'" ",' ~
~ ,.--. '
- ...-.."'" ._---=--. ...: ~ .:.
--
Gatf/tD1lY to the Olympics and Home of the Pugflt Sound Nat1al Shipyard
BUILDING, LAND USE
AND
ENVIRONMENTAL SERVICES
Apri110, 1996
Hurley, Atkins and Stewart Inc.
1800 Nmth Avenue Suite 1500
Seattle, W A 98101
re: Pennit Bond for KIBO building project, Bremerton, Policy #U2591757
To Whom it May Concern:
Please release the above-referenced bond for the landscaping improvements at the KIBO building, 3517 Arsenal
Way Bremerton. The landscaping has been installed per the approved landscaping plans and meets the
requirements of the Bremerton Zoning Ordinance.
!fyou have any questions, you may contact the Department of Community Development at (360)478-5275.
Sincerely,
~
cc:fi1e
~I.ECE'VEO
~PR 1 2. '9~b
l' (::\ fT,C\C
,,),-?J IP--;"\'
Qt=t\AARK Sl ' :t 1 "
~PR t1 -
2394lH STREET . BREMERTON. WA 98310
, ~
...
Bond No. U259 17 57
ROAD ENGINEER BOND
KNOW ALL MEN BY THESE PRESENTS:
That we,
E. R. ANDERSON COMPANY
as
principal,
and
UNITED PACIFIC INSURANCE COMPANY
a
Corporation
organized
and existing under and by virtue of the laws of State of Washington, and authorized
to transact surety business in the State of Washington, as surety, are held
and f i rml y bound unto t he ~'!'!!_Q~_!!~~~~~!Q~, in the pena I sum of FIVE THOUSAND
AND NO/lOa ($5,000.00) lawful money of the United States of America for the
payment of which. well and truly to be made, we firmly hereby bind ourselves,
our and each of our heirs, executors, administrators and assigns, jointly and
severally by these presents.
The conditions of this obligation are such that the above named principal
has applied to the CITY OF BREMERTON for an occupancy permit requiring the construction
of an off-street parking area and any or all of the following installations
required to complete said parking area:
1. Grading and surfacing of off-street parking area.
2. Construction of curbing.
3. Construction of drainage system.
4. Roadway improvements within the City of Bremerton.
NOW. THEREFORE. if the above named principal shall complete the above requirements
to the satisfaction of ~he City Road Engineer or his authorized assistant. then
this obligation shall be vyoid, otherwise to remain in full force and effect.
If the principal fails to complete the above requirements, the surety hereby
guarantees their performance.
In the event the above requirements are not complied
with by either the principal or surety. the bond shall be forfeited to City
SIGNED, sealed and delivered this
16th
day of
unto City of Bremerton the right
Iy~
C~/~
, 1995. Ita < ~O
I/J(ho
f:;A~ ~~ -'J
a v~-~~.<.?/- i\1~Jr~s>>
Attorney-in-Fact I r
February
of
Bremerton
and
the
principal
hereby
grants
of entry to this property in order to fulfill these conditions.
E. R. ANDERSON COMPANY
UNITED PACIFIC INSURANCE COMPANY
By:
By: -;;71.-c::.c /
"'-
Mary A. Dobbs,
r
. ..
10ND No. U259 16 27
KIBO BLDG.
L1\NDSC1\PE PERFOrUl1\t1CE BOND
2
KNOW 1\l,L MEN BY THESE PRESENTS:
That we, E. R. ANDERSON
3
COMPANY
as principal, and UNITED PACIFIC INSURANCE
..
COMPANY
a corporation organized and existing under
5
and by virtue of laws of the State of Pennsylvania
and authorized
6
to transact surety business in the State of Washington
as surety,
7
8
are held and firmly bound unto CITY OF BREMERTON
TWENTY SIX THOUSAND FIVE HUNDRED
in the sum of EIGHTY SEVEN AND 50/100--------- ($ 26,587.50)
9
lawful money of the United States of 1\merica, for the payment of
10
which, well and truly to be made, we firmly hereby bind ourselves
11
and our heirs, and executors and administrators and each of ollr
12
successors and assigns, jOi)ltly and severally, firmly by these
13
presents.
14
The conditions of this obligal:ion are such that, the above'-
15
named principal has appli.ed to CITY OF BREMERTON
16
to grant a building
17
permit on property described i.n this application and if it is
18
granted shall:
19
Install screening and landscaping as set forth in the
landscape plan attached to Job No. 1\
copy of the landscape plan is attached hereto and in-
corporated as though it were fully set forth herein.
20
21
n
Said landscape planting shall be planted according to
accepted practice in good soil, irrigated as n~cessary
and maintained in good condition and guaranteed for a
minimum period of one year after installation.
22
,2-1
25
'l'rees or ol:her significant vegetation designated to be
retained shall be protected during site work and main-
tained in good condition.
NOW, THEREFORE, if the above-named principal shall complete
26
27 the above requirements to the satisfaction of the Mana,ger of the
28 Building and Land Development Division or his authorized assistant,
29 then this obligation shall be void, other.wise to remain in f.ull
30
force and effect.
If the principal fails to complete the above
31 requirements, the surety hereby guarantees their performance.
Signed, sealed and dated this__~~!~_day of _~~~~~~t____, 19~~__
UNITED PACIFIC INSURANCE COMPANY
(Surety)
E. R. ANDERSON. COMPAN~______
(Principal)
By:
Mary A. Dobbs,
By:
Attorney-in-Fact
D E ~
i\
~ ~ t~ .E N T
PER M I T
===:~===:===================~=============:=========~================
~:"~~;
Applica,tion Dat.e
Issue Dah!'
Assessor Acct i
Site r.Qcation
Owner - Last Name
,- street
- City
- Phone
Tenant's Name
, ,Agent ~s Name
Architect's Name
Tx] Building
[ ] Mechanical
r] 'I 'b"'"
L p,..pm:1 n g
Building Contractor:
Contr.actCH~
street
City
Phone
~epresentative
state t.icense#
t.y License :#
08/17/1995
09/01/1995
22401-2-037-2004
3517 ARSENAL WAY
ARSENAl, WAY PARTNSHP First
3517 ARSENAL WAY
BREMERlJ.'ON
(206)
C&C INe/DBA RHINO LINING
ROB
Application Number. 95AP08859
Permit Number 16534
Project Group
MI
state WA
Zip 98:no
Phone(206)
Phone(206)838-3939
[ ] Grading
[ ] Move Building
[ :I Mobile Home
[ ] Sign
[ ] Burning
[ ] l,and 01 ear
[ ] Paving
[ ] Undergr.ound
[,' ! 1 ' t .
.! DemoJ:1 "laD
NU-DAWN HOMES INC
33720 9TH AVE S
FEDERAL WAY
(360) 478-5278
state WA Zip 98003
NUDAWHI189JK
Expir.ation Date 12/01/1995
Expirat.ion Date
Nature of Work:
TENANT IMPROVEMENT FOR OFFICES
M.ECHANICI-!i.l./PLUMBING SEPARATE PER1HTS REQUIRED
APPROVED PLANS MUST REMAIN ON SITE AND AVAILABLE FOR
INSPEC'r:rON.
Building Valuation
$10000.00
Council District
-~~----~_._---~-------~-~--~-----~~----~--~--~---~~~---~---~---------~
Census Tract
Construction
'I'j'pe
7
Sq Feet
Inspections
Required
Residence [ ] Zoning Foundation [ ]
Business [X] Type Ftaming [X]
Other [] Insulation [X]
New [ ] Plumbing 1:]
Repair [] Status Mechanical [ ]
Remodel r] Code Wallboard [X]
I~ddi tion [] 12 Final [X]
--~-L--------------------~-----------------_-______________________._
R'9'(iV"S,/d ~:j 1 ~f Approved B~6h" , ,c~,.I '
.A"" C:v/' i., / ' / ! ,6i: ,I >.J. " ,-.. ,
r,,','j;: , , .' 'I lA, ~t~_,...._:> ,.I~" ,{J " ,A, ~, ,I,' I /1 f
_~,..,.;;;;-~!f-~~.....__"""__!'':'''.l'::':"~__",.....__'_,,,,,~_..........,,.,.__....._,,,?,,,,,,,_,,,-~_,,,,,,,,,,,.....__''''''_....._'~____ .."", ~J~"",,_ _" ~.(.."....~......\
-------------~------------------------------------- ---------- r---- ~.
/
~...
'-..-,---.-------.-;,.~"':'""-~"','....1"',~'rt.t:-..I"""'f":~-. - ....,;.;~.,i.ir.-;""<q;("1f'1';-r~!.',...~;~
B REM E R TON
B U I L
N G
D E
H' E N
CON D I T ION S
o F
PERM!'!'
, ~ : ..:
-~-----~---------~------~--~-~------~-~--~-~--~-------~--~~----------
---~-~--~-~--------------~--~---~--------~-~~-------~~------~-----_._-
Application Number 95AP08859
Permit Number 16534
F ! RE.. a li to I;t " $ to J:: Ill' ~ ~ U ill rp -iJ Ii' ~ l< tI .. '" II! i$ " ,(: " 1l' '" III 'iii "' .\l Ii '" Ii QI III $ .. lt Iii Qo (> II <J ;Jj l'I- a l!'
1 ' Fire alarm plans required.
- j
2) Knox bOlt required.
3) 12" address required.
4) one stort. adapter required. (paid)
:au I liD I NG. . . . . . . . . . . . . . . .. , . . . . . . . , . . .
1) Approved when.ccessible route of travel from
parking area or accessible parking stalls marked.
PI.,ANNING It It qI .. II Iii 'f t> lIr .. ill llf; * 11 "' <!> " lI' ,jl ;\lI .. "" " ~ " ;I ;I 1/ l\i ... ~ " (,II .a 10 'If >>> Iii ~
1) Approved - tenant improvement interior remodel
Landscaping and parking approved during and for
building cODstructiDn.
====================~==================~~=============~=====~=====~==
-;~~\
~~"~;"""
"'-';;--";";"';~
.,-....;,_.~,~.,.......:..:....
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
othj'?te or local law regulating construction or the performance of co~ction.
.M....J f +t=- q / '1.s ~
Signature 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
1~531--33-3~
Permit Number
permit.dac
B REM E R TON
B U 1 r. 1) I N G
D E PAR T MEN T
Set:! 01, 1995
RECEIPT I 088872
* "r.h:il!! Is Not. 2\, Perroi t *'
Mechanic<::d
62-322.100S
Plltmbing
62--322,1003
fermi. t FE?>es
$ .00
Ax\\ount Pail.1
Plan Check Fees Amount. pai.ti
$ .00
$ ~;2.50
$ 7.50
$ :I. 9 , 50
$
I
I
I
I
'I
I
1
=====3====~=====~====%=
$ 19.50
62-345. ~noo
S't()rz Adapter
34-<l8a .1000
othel:.' Fees
$ .00
Zoning Fees
Oen Pa.yment
at.her Fees $
city Sur~Charge$
81-322.1009
state BIG
64:'~-'237 . :C-s
Tohd F'eeS! $
Amoun.tPa:i.d $
p:rior: J?aYl'uent $
B~11 anoe Due
==2=:=~====m==~2::=:~C=
$
$
7.50
52,50
.00
,00
s.on
==~~::~zce!ZZ~~
T1.00
7.50
69.50
~: (!:l:::1l:';::::::::!:;:::~;::
$
.DO
Received Fr'(}m: On 09/01/1995
, Nu'-J)awn Homes ,#
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. ".,,~'
~"",, ,.",,,,,,,^ ,rl>."-,,..~,,,,,,~,~-,,~,, ""...,'"' ,-,-,., ,.,,,, ,",--.-". ."~ ''''~''' "'.."..""". ,,"'" .,." '~*"." '" """"."- .',," "",
.,
.,~~..1Lf$..8..1..:L_.__,__,......i~-'rl':f"'1\Tor1\~t-*--'~---~--l.9.~
.001
"
, I
I
===:====~=======:\===~=
$ 76,05: $ .00
62-34S,8CHH)
Gel) Paym"
other Fees _
city Sur-ChargftS
81-322.1009
state sIc $ 4.50
643-'17J13 =========
Total Pees $ 33] .19
Amount Paid, $ 128.64
Pl"1 nr :P~vm"'Ylt' C: ')('1'> .,1,
\ '
BUi:~,
62-3'.. 1001
Mec!hani Cia]
62-322.1005
P1 umbin.g
62-322. :I.()O:~
p~'r.mi tE"ees
$ \:1.1,'7.00
\\
$
,00
.00
$
()t.he. Fee\~'!"
steltz ~dap~er.:, y 128.64
.34-388.1000 /. \
Sr)J e~: ~'f .Maps/pr 1;. ,00
16-,~'U. SOOty \
' ,/ f.Clnj 1\g F'!l'He!~'l
/' ,.
.,~./., --------~
-------
"...,.,.,....~_....
....,.....................
13 REM E R TON
I
RECEIP'!' # 088873
I
I
B'I.,d 1 di. ng
62""322.1001
Meahi'tflical
62-322.1005
plumb:lng
62-322. lOO~l
steu:'z Adlapter
~~4-3a8 .lOOO
Sales of Maps/Pubs
16-341.5000
Bt:l'Il.n:tNO
D E P Ii R T MEN T
* 'N:d,$ Is Not A Pl!1!rmit *
Permit Fees
$ 11'1.00
$ ~ 00.
$ ,00
othel:' Fees
$ 128.64
$ .00
Zoning "ees:
Amount Paid
$ 117,00
3==~m:=::~=~~=~==E===~=
,00
Receivl!1!d FrfJm:
Nu-Dawn l10rnetJ #
$
Sep 01, 1995
1
I
1
I
I
I
Plan Check Fees Am(Junt~ Paid
$ 76.05
$.00
$ .00
:=====~~====~m==c====:c
$ '76.05
62,,345,8300
Gen Payment $
'other FliI.\es S
City Sur.Cbarge$
81-322.1009
state S/C
643,. 2:n ,13
Total Fee.l1l $
Amount. Paid S
pr:ior Payment $
1381 a:nce Due
On 09/01/1995
For #951\P08859
$
.00
128.64
].:,HJ.64
5.00
$
4.50
~.:;z-~=~~=~:ti;;:;m
.19
12$.64
.20? . S.!'>
:r:;::=~~::4=0:;::':~';:1
$
,()O
L_____.
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"~,,.,'~
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B U I L D I ,NG
I
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B R ERE RT 0 N
D E PAR T M EN T
PER M I T
A P F L I CA T ION
. . .' , - ,
----------------------------,_._----.-----'----------------------~--------,-
---------~---------------------_._---, ---------.-----------------------~
, "
,
Application Date
Issue Date
AssessQr Acct #
'Site Location
Owner - Last Name
- street:.
- ci'ty
""' Phorle
Tenant's'Name
Agent's Name
Architect's Name
[X] Bui 1 ding
[ ] Mechani ca 1
[ ] Plumbing
08/17/1995
.2240~-2-037~2004
3517 ARSENA~' WAY
ARSENAL-WAY PARTNSHP
3517 ARSENAL WAY
BREMERTON
(206)
. C&C INC/DBA,
ROB
ApplicationN\:lri1ber 95AP08859
P,errrli t Number '
Project Group
First
MI
,State WA 'Zip 98310
ne(206)
ne(206)838:"'3939
[ ] Grading [ ] Sign [ ] Pav~ng
[ ] Move Building [ ] Burning [ ] Underground
t ] Mobile Home [ ] Land Clear [ ] Demolition
, . I
-----~---------------~--~----~-------------------------~-----~.~~----~ ,-
, !
Building Contractor:
Work will be completed byownet.
Nature of Work:
TENANT IMPROVEMENT FOR OFFICES
MECHANICAL/PLUMBING SEPARATE PERMITS REQUIRED
APPROVED PLANS MUST REMAIN ON SITE AND AVAILABL~ FOR
INSPECTION.
Building Valuation
$10000.00
" '
. - . ' - , "
----------------------------------------------------------------------
Counci l' 'District
Construction
Type
Residence
Business
Other
New
Repair
Remodel
Addition
[ ]
[X]
[ ]
[ J
[ ]
1 ]
[ ]
7
Census ,Tract
SqFeet
-, Insp'ections
Required
. Zoning
Type
'Foundation
'. Framing
'Insulation
Plumbing
Mechan,ical
Wallboatd
Final
[ ]
[X]
[X]
[]
[ ]
[X]
[X]
Status
Code
12
, ' - ,
---------~--~----------~---------------~---------~-~.----~----~---'-----
-----~----""'---------""'---------------------~-------------""'------------
'~
~.
, ' '
',' ...,.,."',, .',. .,','",
,.., ~: .
j,'{
APPUCANT: 0 OWNER EI CONTRACTOR 0 OTHER:
SITEADDRESS;3517 ARSENAL WAY
OWNER.: ARBEN1iLLWA Y P ARTNER'SHIP
CONTRACTOR: NU-DAWN HOMES
COUN1YASSESSORPARCELtI?EC.22, T24N R1-E, WN
ADDRESS:
ADDRESS:
CONTRACTOR LICENSE # NUDAWHI189JK
EXPIRATION DATE:
CONTACT PERSON: ROB
CONTACT PHONE #
o SFR 0 DUPLEX 0 MULTI-FAMILY o BUSINESS 0 OTH~~: TENANT IMPROVEMENT
o SIGN 0 DEMO 0 MOVE BLDG. 0 MOBfLE 0 GRADrNG(y~):
o NEW 0 REPAIR D'REMODEL D,ADDlTION 0 OTHE~
INTENDED USE: OFFICE
ZONING CL\SSIFICA nON:
COUNCIL DISTRICT:
NATURE OF WORK PROPOSED;
TENANT IMPROVEMENT CONSTRUCTION
OFFICES AND RESTROOM& FOR OFFICE AND WAREHOUSE USE
OFFICE
SQUARE FOOTAGE: Dwelling: 3600 s. f.
Gange:
Dcclc.s:
For Department Use Only "
?i%@M/Aitt1Aitt()Mg~t.@;~t @Ultl.NtREMEW:FESM WUM@P.E~ttttats.mt@WM[@r.$W1lt:J:tA1t~Wii~i~;~t liIi~~@l%QW=AnFEltS::rWml
s 's ' " $ I ' r', ' ENERGY: $50.00 $
10,000 19i7.i5~ STATE: $4.50 202.'55
CITY: $5.00
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 requct by the applicant showing that circumstances beyond the control of~e
applicmt 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 t., hat the above information is correet to the best 0% knowledge,
APPUaNrs S.IGNATU~ C(JAr DA~ S/!1}r
~
$ 76.05
62.<s4S.830Q
$
'76.0S
l
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.
B :R, ! M E R T 0 N B U :[ 1. D :r N (' D E P 'A R T M E N T
,5
RECEa PT :# 0886~H) * This Is Nl.::lt A Permit '/it Aug 1'1 ,1.995
f
Building
62-322.1001
.Mechanica I
62'~<~22 .1005
Plumbing
62<~22 .1003
Permi.t Fees
$ 117.00
1imount Pa,id
$ 117.00
Plan Check Fees At!lOUl1t Pai.d
$ 76.05 $ 76.05
$ ,00
$ .00
$ .00
$ .00
I,
I
J
=========:=~=:=======cc
stot'z,Adapter
34~3a8.1000
Sales of Maps/Pubs
16'<'4:1..5000
Other Fees
$ 128.64
$ .00
Zoning Fe~~s
Oen Payment $
Other Fe(l}s $
Gi t. y Sur'~Chal.ge$
81-3:~2 .1009
Bt,1te SIC
643-237.13
'Pelt a 1 Fees
Amount Pa,i,d $
Prior. Payment $
9.50
128.64
5,0{1
s
..
4.50
:::-t::t::=::e::;:~~~
$
331.. 19
202.55
.00 .
=~j::z=,:e~'~:::'~
13a 1 time. Due
$ 128.64
~~=~m~=~~~~~==~~==~~z~~
$ 1.1.7 .00
$. 117-~()O
:Reoeived Fr(}m:
Nu-D(~wn Homes :Cnr:. #5082
On 08/17/1995
For" #95AP08859
"--_~."<_"",_"~_",,,,",,,,"''''''~''~''k~J~~''''''''''':''''''''''''''''''''''''''''"i'''',~".,.,,__,.-_, "~""__'~"''''''''''''''_ '~"~"".' ,_.~'..~ "'"-~_""-'_''''''~^''''"'"'''~'''''''''f'_''''''_ ,__. y"._.~,. .,,, ,. ,.,_.,~,,,,,.~,. ,"",...",_,. '. "'_ ,".",~ ,_,....".e.....'" ' . ,,~~"..,"', ,,~,,-,,~., '''''...-'''. ,_ ~"'w" ."'.. "",',..,'~" .".........',.,""",.'"~ ,,~...,...."', '''''':-''~'''''_'''''_''''~''''*'''''"""''''''''"'''''""'''''''''''''d_~'.".....""".,,
,._'H."'~_,,~__~ _u_ -,~ ~. "----.__.,,---..,'~" ----"'-.','---'-" ,,~,"-------------:';~'..~-'-~l7,,~.~~,~
BN EM E R TO N
BUII,DING
D E PAR T MEN T
P ER M. 1. T
A P P LtC A T ION
~==~===C=::~:~~==~~:===:~=::====~m=:~=.=====;~=c=~=========~===:=====
f
APpU.cat.ion Dat.e
Issue Date
Assesl'Jol':' A,cct #
Si t e I..oca t; i. on
Owner - Last Name
-, st reet
." Ci tv
,- Pbone
Tenant's Name
Agent's Harne
Architect's Name
un Bni Iding
[ J Mechard ca 1
[ ] Pl umh:tng
.'~i
OH!1"1/1995
Appl i(~at ion Number 95AP08B59
Permit Number
Pl;"O ieet Gt~QUP
22401-2-037-2004
3511 ARSENAl. WAY
ARSfr.Nl\t4 WAY P.ARTNSHP Fi rst.
:~517 ARSENAL WAY
BREMER'rON
(206)
C&C INCjDBA RHINO LINING
;""
ROB
MI
Zi,p 98,:,10
State WA
I
I
I
I
LPtrbne( 2(6)
Phone(206)838-]939
[ 1 ,G#ading [ ] S:ic;;m [ Paving
( ] Move Building ( J Burning [ UndergrQund
[ 1 Mt)bi 1 e Home r ] I.and Clear r emol it io,n
_____.~_~_______u~_~_____~______~.~___~_~._~__~____~.__,____
J3ui.lding Contrl1lict:loI':
Notk w:I,ll be CQmp 1 eted by owneJ:.
Nature of Work,:
TENANT ntp.ROV~MENT FOR OFf.' ICES
Ml!:(~HANrCAl.IPI,U.MBINt~ SEPARATE PERMI'rS REQUIRED
APPROVED Pl.ANS MUS1i REM.AIN ON SITE AND ,AVAH,ABt.F. FOR
:rNSPECT.tON.
f
~'
'N.
Building Valuatio~
, ~ -".~'~"--
$JOpOO.OO
Council District
-------------~~--------~~---~----~--~-~---._----------------~---------
(~ensus ~f'ract
"
C()nst n.H~tlon
Type
Residence [ :I
BU1!dness on
Ot.her [ J
New [ ]
R.epai.r [J
Remode:! []
Addition (:I
7
SqP.E:~et.
Inspect i OIlS
Required
Zoni.ng
Type
Foundation [ :I
Framing nn
1n5u1 al:hm [X]
l'lumhing [J
M.echani.cal [ ]
Wall hoard on
Final eX]
st.atus
CodE:~
12,
""""m::" m no m"~"""" m IX Ft~~ a~;.; ::'""f'~"; 1 "r:';;;:,';;;;'"
- qS.- ;;l" Kvr.o>c box r-'2f",;r;J 3) 1:2:' 6{ddM.SSI",/,
(J- 9"' \ : 'I.: l~ t-c> f '2 c... da.. f-hU" r-~ VI. ,,"~d ·
~ \ 6'-;)
LJ;C. ;s:./fy
I"
CITY OF BREMERTON PERMIT CENTER
Application Review
Site Location:
Applicant:
Type of Application:
Submittal Date:
Application # 3
Committee Review Date: a /6l~.I? S-
:,),'nEPARTmNT:,:,:{')i9t1J~' ,.,Cq~t&nF
"",,'.. ',,:;.;':{:,:?xQ:U: ,::,...,
Building .." '1:JJN'-' Y @J
Zoning ~ @)N
Environmental Y(!]J Y N
Engineering/Streets Y @ Y N
EngineeringlUtilities Y @ Y N
Fire 7iJN Y N
:::':I~I~t~i;:i,!!:: il;II~II'!;ii:
Y@T YWJ'
(j N yeW
..,.-.-..-,......."....-....---....-......... ,. . ...... "', ".,...
/<<: ':CC1MMENTS:' .,',:>::::<
>,' ,:, ,',' " ,",':. :. ::, ,<i }::;g::
::~:,:~..:.:.~<>!<: ,,:.",'.,:',:,:<.::::::::
~A.+\'-i 1 (,';;I..fv;.i? ,e..n" e...\ 0 E:-
II P
YN YN
YN YN
YN YN
YN YN
/to+ p.,.es~ r
Other
YN
YN
YN
YN
Additional
Comments:
AlUf1-C_~/
c. I,
kl ~ !lJ:lX!j .$~)
{J 0
CITY OF BREMERTON * 239 4th Street * Bremerton, W A 98337
BUILDING AND LAND USE
PERMIT DEPARTMENT
August 22, 1995
Nu-Dawn Homes Inc
33720 9th Ave S
Federal Way, WA 98003
Re: Applications for tenant improve located at 3517 Arsenal Way
The application dated August 17, 1995 is being reviewed. We estimate a decision will be
made in two to three weeks by the Building Department.
At this time, the Building Department needs to have two sets of plans that are stamped by
a Non-Residential Energy Code person, and also to apply for the heating, and plumbing at
the same time. This must be done before they can review it at this point.
For further information or questions, please contact Bonnie Krause, Permit Technician at
(360) 478-5275,
~7~
Donald L. Pratt,
Director of Community Development
DLPIbak
cc: file
" ,,-
~,-.-:.--.",
,-, " . ... ~ ~~,.-..:."""""",,,"-~~;--...--..:-=-;
"1
!
B REM. E R TON
B U I L DIN G
D E PAR T MEN T
PER M ! T
A P P LIe A T ION
---~-------~-~~---~------~~-----~~~-~------~-----~-~--~--~~---~-~~---
--~-----~~~---~-~-~-----------~~-~-----~-~~~~-~--~-----~-~----------~
Application Date
Issue Date
Assessor' Acct i
81. te r.,Qcation
Owner - Last Name
.. street
- City
- Phone
TenantWs Name
Agent's Name
Architect's Name
[X] Building
[ ] Mechanical
[ ] Plumbing
Building Contractor:
08/17/1995
Application Number 95AP08859
Permit Number
Project Group
22401-2-037-2004
3517 ARSENAL WAY
ARSENAL WAY PARTNSHP First
3517 ARSENAL WAY
BREMERTON
(206)
C&C IRCfDB~~Phone(206) -
ROB ' ~- , Phone(206)838-3939
[ ] G~ading [ ] Sign [ ] Paving
[ ] Wove Building [] Burning [ ] Underground
[ ] Mbbi 1 e Home [] I~and Gl ear [] DE!ffiol i tion
HI
St.ate WA
Zip 98310
Work will be completed by owner.
Nature of Work: ~
TENANT IMPROVEMENT FOR OFFICES
MECHANICAL!PLUMBING'SEPARATE PERMITS REQUIRED
APPROVED PLANS MUSr REMAIN ON S!TE AND AVAILABLE FOR
INSPECTION.
Building Valuation
$10000.00
"
)
I
I
Council District
, ,~-
'~""'1'lf..~i,~~,;.~ - -....,. - - -....... -..... -.- -- - __ _ _...... _.......... __ _..... _......, __......._ _ -......, '"""" _ _ _ _ _ __ __.,...,..... __.... _..... ___...... __ ___ _ '""" _ _....... __................- .....-""""...., _...... """"
Census 'fract
Construction
Type
Residence [ ]
Business [X]
Other []
New [ ]
Repair []
Remodel []
Addition []
7
Sq Feet
Inspections
Requi're,d
Zoning
Type
J':1'oundation [ ]
]1'raming [X]
1 ' r]
Insu&at:lon LX.
Plumbing []
Mechanical [ ]
Wall boa.rd (X]
Final [X]
status
Code
12
~;:~:~~-~~=~=;i?~
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'.
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,,-
i
qr; - ~ (
-- BR E MER TON
B tJ I 1. D :r N G
D E PAR T MEN T
I? E R 14 I T
A ~ PL I CAT I ON
,======~======c:=================~========================~=========,==
,~' , ,
~ ,
'~pl:t.oat:i.on Date
'i:r'fJSU~ Date
A."ssessor Acct #
Sj te l.ocation
Owner - Last Name
- street
-' Ci, ty
- Phone
Tenar(t's Name
Agent's Name
Architect's Name
[X] Building
[ ] Mechanical
[ ] ,'Plumbing
",
08/17/1995
1
, 'I
'J
Application Number 95APOa8S9
Permit Number
ProjectOroup
22401-2-037-2004
3517 ARSENAL WAY
ARSENAL WAY PARTNSHP First
3517 ARSENAl. WAY"
BREMER TON
(206)
C&CINC/DBA RHINO LINING
ROB
HI
state WA
Zip 98310
Phone(206)
Phone(206)838-3939
I
[ J Gf,<<ding [ ] Sign [ J Paving
[ ] Move Building ( ] Bur11ing [ J Underground
[ 'J Mbbile Home [ ] I.and Clear r ] pemol it ion
----~.---------~------------~---_._-------------~------------~---~-----
' ,
:aui 1 ding Cont raetelr: '
Work wi 11 be compl ete<i by owner.
Nature of Wor.k:
TENANT IMPROVEMENT FOR OFFICES
MECHANICAl,/PLUMBING; SEPARATEPF:RMI'fS REQUIRED '
\ '
- APPROVED PLANS MUST) REMAIN ON SITE AND AVAII,ABLE FOR
INSPECTION.
Building Valuation
$10000.00
Council District
, '
.J ,,', _ . . , , .
--~----------------'--------------~-------------------~-_._-~-~--------
Census Tract
Construction
Type
Residence ( ]
Business [X)
Other []
New [ J
Repair []
:Remodel []
Addi tioD [ ]
7
Sq Feet
Inspections
Required
.~,*-
Code
[ ]
[X] ,
f,X"" ] ;., ,'" ,/}
[ ], i
[ ",' ',', "
===========================.
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FAX COVER SHEET
TO:
D^,rE'~..c i/, 199\
# Of PAGES: ;2-
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F'ROM:
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NU-DAWN HOMES, INC.
fAX #: (206) 8)8-)972
.... SHOULD YOU H,;vE A l='RC8LEM IN PEeE1 ;;;C 1';"::'3
COMMUNICATION PLEASE CALL l206: A18-1~J9 .*.
. .;, -.It- *' ~ :!\. 4- * .;, .. * .. /1: ~.....-* .. . * * Ii -* -* *' .i-' *' .. '* >;. . 1ft 1t *r'~~'4.....~ ~ -of -.:J * ~ # "i" ..; .. J. .. Ii_ ~ -i;,. f; ~ ft .... r; .,!; ~. :io: ..
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--" '.' ".-------.-~~. ::.- T' (
I
NOTE:
~~~=--=-~. r .w:::~~~...~~\l~~~...~~...~'"J.~ T~..~~~'i~.;~~~"'\\4__~ .~.~?-...~~..~~~~~~~i;t.~:!~~~~~~.,~t;t\~'~~~;~i..:,.tytlr.
ii DEPARTMENT OF LABOR AND INDUSTRIES I
,1 THIS CERTifiES THAT I HE PERSON NAMED H'ReON IS REGlsrE..O AS POOVi"'" ""W AS A ,I
:::lc,~sr C-Oflft"'Gt""FRh. r ,..--.... :~!
! iL ' , ,1U!l3I~l1CII'I i'jUM_ ',,' i GXl'\AAm 0A1I ' , '~!
~ r +.' -. ' _ ". I, . , I
'I II'j:'Ql'-:','" ' ":"W, ' '0 AW" .",.,K"""l" t, :89, JK12,/O 1/95, 't.l,,'
$1'A T!:. O~ \NASMiNGTOt"j ~
,:~";>,;,, ",~F~f'T~V:E.,O!!LJt4/12/~ iJ:
11,"ij~PAWNftQ~ES~!H( , '~,~'i
' 33720 9TH AVE S :!
I',! FEDERAL wAr JA 9&00J i~;
I I ~
' . "IiZij.05Z-\Xl(; I~HIZ, ,~j:
~~~:"&~"b.~':...~:u.......",,,,-,u.,,..,........~.....:r.....,""U.....,;.JI.'''~T,,,,\v.,,,,,,,,,,.~~~J;;,.,...~1l~~~",...g~~."'""?~"'DJ..;'e:'"1Y-.A-~~i1~~":"~"'~V~T"i.:f~"~~~~~~,,,,;:J:':"'''~~~:-~
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336,11 1'),,, At'(.'I111(! SOl/lh III Federal W'a)'. lFmlti/lgfrm 9ROO] · (206) R.18.J9,19
'"'
-
3193
BREMERTON MUNICIPAL UTILITIES'
3027 Olympus Drive
Bremerton, Washington 98310-4799
(206) 478-5318
qTILITYSBRVICB AG~JSBM.;HNT
Work Order No.
Tap No.
Receipt
Bremerton, WA.
/....;
No. g 31 7::;> ~
9/1 , 19 :2::5
The undersigned
Service Addre!;ls:
Legal Description:
Plat
property owner herebya~plies for Utility service at:
'~), c::; 1 ":Ii {1,)1...4.,t~y~_..
Block
Lot
- ~.',
Kitsap County
--------~----~_.~-----------------~--------_._-------------~----'-~-'-------
,SERVICE REQUIRBMENT: [] Water [] Wastewater [] Stormwater
SERVICE ARBA: [] Marine DriveW'ater [J Sewer District 11
[] City [] North Perry Water [] Tracy ton Water
[] County [] Port of Bremerton []
--------~---,--------.--------------------~--~----------------~-_._------~---
SERVICE CHARGES:
Connectionlttlspection_Fe~:
Water: Domestic...............Size $
Fire .~.................Size $
Wa's t,'ew.8-ter '.................. ti . . . . e.,' . . '.. $
$to'rm W:ater _...............'.... '. .- ., . . . . . . '$
BARSJ
F:rontL FOQt!!B.~ Fee:
Wa toe r ."0... -. . <'. . -. . . . . . . . . . . . . . . . . . . . e. . . . . . $
W'&.st'e,,!'Bter ........1............... _. . . . . .. . . . $
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Wastewater ..# of units
Storm Water .# of units
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----------.-~-----,--------'--------_._---------------~----~----~----------
. ", . . , -.,
Application :pate
Issue Dat~
, Assessor Acct # .
Site Location
Owner - Last Name
- Street
-' City
Phone
Tenant's Name
Agent's Name
Archite9t4& Name
[j Building
[ ] Mechanical
[x] Plumbing
,08/29/1995
3517 ARSENAL ,WAY
ARSENAL WAY PARTNSHP
34004 9TH AVE S #9
FEDERAL WAY
(206) 838-6113
RHINO LININGS
L ] Grading [ ]
[ ] Move Buildin~ [ ]
[ ] Mobile Ho~e []
ApplicatioriNumber 95AP08881
Permit Number
Project Group
First MI
Stat~ WA Zip 98359
Phone(206)
Phone(206)
Sign
Burning
Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
---~---_:_-------------------~------'--------------~-------------,------
Building Contractor:
Work will be completed by owner.
Nature of Work:
Plumbin,~ pe~mit for remodel.
Council District
--------~----._-~------~'-.--_.~-------~-~--------~----~---~---.----~--'---
Census Tract
Construction
Type
Sq Feet
Inspections
Requi l~ed
Residence [ ] Zoning Foundation [ ]
Busines~[X] TYpe Framing []
Other: [] lnsulation [ J
New [] Plumbing [X]
Repair [] Status Mechanical [,}
Remodel [X] Code' WallbQard []
~~~~:::;;;;:~~~~~~~~~t~o~:~~~~~~~~~~~~~~~~~~~~:::::~~~~~~~:~=~
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----------------------------,---------------------------------.--------
~-------~-----~-~~-------~'~-----------------------~---------------.---
,
Appliqation Number 95AP08881 ,
";..,
Contractor
street
City
Phone
Representative
Stat.e i:..i cense :fI:
City License #
DELTA PLVt1BING AND HEATING
13122 8TH STREET E. SUITE 1
SUMNER
( 206)
state WA
Zip 98390
DELTAPH17 6Qt>.'
Expiration D'ate'1,2/ 17 /1995
Expiration Date,
2 Toil e,ts
Bathtubs
2 Basins
$how~rs
Ki tchen Sinks,
Dishwashers'
Laundry Trays
Clothes washers
Water Heaters
1 Urinals
;Dr i nk i ngF otlhtai ns'
Drains '
Slop Sinks;;
Water Piping and Alterations
Int~rce~t~ts "
Hose Bibb
Lawn Sprinkler
Private "Pools
Public Pools'
Building Sewer
Gas Pipe
Roof Drain
Private Hot Tubs
Puhlic Hot Tubs
Other Options
I
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----------,--------------------------------~._------------~-------------
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BREHEIHOH D. C. D.
3S9 ~/O~~O~ 360 4785262
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AUG 24 '95
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APPUCANT: 0 OWNER W CONTRACTOR 0 OTHER:_
f.~fii~fjJifl~~~~eE~6,]f.~~;~Li!,~jj~~1~~
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COMMENTS:
nRF'MFRTnN
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.RANGE ~ WATER CLOSET I"N-
-
- WOOD/PELLET STOVE BA THl1JB
GAS FURNACE bru s: ~ LAVATORY \~-
CONVERSION BURNER .", 'r: SHOWER
-
UNIT HEATER bt'll s: KITCHEN SINK
-
BOll.ER .ru'r: DISHWASHER
-
CAS PIPI~C lAUNDRY TRAY
-
EVAPORATION COOLERS Im~ ~: CLOTHES WASHER
,-
AC UNIT bru'J: WATER HEATER
-
HEAT PUMP Inu i: tnu:
REHL\. T BOX 'm~'s:
AIR HA.\JDLING ~TI bm'r:
EXHAUST FANS
RANCE HOOD (residential)
~'lGE HOOD (commercj,u)
CLOTHES DRYER
INCINERATOR
DUCT ALTERATION
TANKS 'YP~:
REFRIGERATION UNIT
OlliER:
MECHANlCAL PER..\4'IT FEE
---L- URINAL LJ;-
DRlNKING FOUNTAIN
FLOOR SINK OR DRAIN
I SLOP SINK
I WATERPIPIING &'ALTERATION
I CREASE TRAPIlNTERCEPTOR
HOSE BIBBS
LAWN SPRlNK1ER SYSTEM
SWIMMING POOL
1- BLDG. SEWER (mobile: I moved. aolUc)
ROOF DRAINS
OTHER:
PLUMBINC PERMIT FEE 05.00 or 4.50) 1 "\-
-I
MECHANICAL FEES:
PLUMBING FEES::",
CIn Fill:' ,5&.00
,--,/~ '~ FEES: ~ .Ot)
APPLICANT'S SIGNA~Q lU (_ V Qro .
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Pernri.ttl'eea
$ .00
Mechani.cal
62-322.1005
Plumbing
62-322 .100:~
$ 45.00
storz Adapter
34-388.1000
Ot.herFees
$ .00
Zoni:09 Fees
Amf,')unt Paid
$ ~15 , 00
$
45.00
~~=~==~~~==:~~~~~~~===z
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Received From:
Del ta PI umhi1l9#::~0016
Plan Check Fees Amount. Paid
$ .00
$ 19.50
=~~=~~~~=~==~z~~==z~=~=
$ 19.50
62<i45.830o.
(':fen Payment $
Othel:' Fees S
City Sur-Charge'
81-3;~;2 .100.9
state SIC
643-23'7.1:3
Total J:"eeli"l $
Amount. Paid $
Pri 01: Payment $
'Sa] anoe 1)\1e
On 08/29/1995
Fo:e :1'95APOS8f,n
$
,00
5.0.0
. t)O
5.00
*4!~=~~-:z.r::e~
69.50
50.0.0
.00
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$
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RECEI.P.T I> 09S868
:autI.DING
* This Is Not A Permit *
1\\19' :$1 f 1995
.Mechar.dcal
62-:i22.1005
Plumbing
62-:$22.1003
stor~ Adapter
34.,388.1000
Parmi t;, Fees
$ ,00
$; 45.00
AmountP.aid
other Fees
$ .00
Zordng Fees
==:==:x=~======:====~~=
$
$
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45.00
Received From:
Delta PJmbg & Heating '30019
n EP ART MEN T
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$ .00
$
$
J.9.50
19. 50
=====~====n=======&==~=
$ I'lL 50
62-345.6300
$
19.50
Gen Payment
Other Fees $ .00
city sur..(;luu::ge$ 5.00
81~322.1009
state BIG
643-.2 ~13 =~=~~=z==
Total'Fees $:
Amount Paid $
Pr:i or Payment. $
~=~="::::C:':::
Balance Due
$
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On 08/ ;3],/1995
Fcu- i 95AP08881
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DEPARTMENT OF LABOR AND INDUSTRIES
THIS CERTIFIES THAT THE PERSON NAMED HEREON IS REGISTERED AS PROVIDED BY LAW AS A
STATE OF WASHINGTON
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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 #'
Site Location
Owner. - Last Name
- street
,- Ci ty
- Phone
'I'enant. I s Name
Agent's Name
Architect's Name
[ ] Building
[ ] Mechanical
(X] Plumbing
Building Contractor:
08/29/1995
Application Nwnber 95AP08881
Pe t Number
Pro ject, Group
3517 ARSENAL WAY
ARSENAL WAY PARTNSHP
34004 9TH AVE S #9
FEDERAL WAY
(206) 838-6113
RHINO r.ININGS
First MI
state WA Zip 98359
Phone(206)
Phone(206)
[ ] Grading [ ]
[ ] Move Iding [ ]
[ ] Mobile Home []
Sign
Bur.ning
r..and Cl ear
[ ] Paving
( ] Underground
( J Demolition
Work will be completed by owner.
Nature of Work: ~
Plwnbing permit for re=~ ,(..f- w d-ev t:e<.-4-r ~ ~ e-r"";' it-
(j) WtA...f.u, ~~.J..ey r.e../,<--? I;~ ~..J'j+ 6.e '('J,^ ~ ~?~~k~/"-"_ 11 t-1
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Counci 1 District Census Tract A1 r/~ .J- 1-7'" ~ 1)
t;J C -- --. ......,/\ }
Construction Sq Peet Inspections
Type Required
Residence [ ] Zoning Foundation [ ]
Business [Xl Type l'''raming f ]
Other [ ] Insulation [ ]
New !" ] Plumbing [Xl
L
Repair [ J status Mechanical [ 1
.'
Remodel [X] Code Wallboard [ ..
J
Addi.tion [ ] Final [X]
::;;::;;;::;:::::;:;;~::::: d';:;;::::::=::;;:::::::::::::::::::::::;:::::: 7=;;';::::;;::::::;;::::;:;;:::: ::::;:::::;;:::;:::::::::;::;:::;;:;::;;::;::::;::::;:::;;::::::;;:::;:::::::;::;;::::;:;;::::::;:.::;:;::::::::::::::::::::;::::;:::::::::;;
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A P P LIe A T ION
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====~~=:===========~=======~=================~======================~
,Application Number 95AP08881
Contractor
street
Ci t:i
Phone
Representative
state License #
City License #
DELTA PLUMBING AND HEATING
13122 8TH STREET E. SOITE 1
SUMNER
(206) State WA Zip 98390
DEI,TAPH176QP
Expiration Date 12/17/1995
Expiration Date
2 Toilets
Bathtubs
2 Basins
Showers
Kitchen Sinks
Dishwashers
l.aundry Trays
Clothes Washers
Wa,ter Hea,ters
:1 Urinals
Drinking Fountains
Drains
Slop Sinks
Water Piping and Alterations
Interceptors
Hose Bibb
I,Ctwn Sprinkl e1"
Private Pools
Public Pools
B'ld Iding Set-ler
Gas Pipe
Roof Drain
Private Hot Tubs
Public Hot Tubs
Other Options
-~-----~~--------~----~-------~--~--~~--_.~-----~----~----~----~~-~--~
--~._--~---~-----~----~---------~---~-~~----~-~-------~~~~-----~~~----
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BU.ILDING
DEP ART MEN ~
B REM E R TON
---------,-----------
--.--,--.--------------
,Appli~atioQ Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- street
- City
- Phone
Tenant's, Name
'Agent' ~ Name , '
Architect'~ Nam~
[ ] Building
[X] Mechanical
[ ] Plumbing
PERMIT
.~~ P 4 I CAT ION
""1
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-----------------------------------------------
---------,--------~-----,-, ---.--------------------
, ,
()8/28}1995 '
22401- 2-037 - 200,4
3517 ARSENAL WAY,
ARSENAL WAY,P1l..RTNSHP
3517,ARSENAI,.WAY
BREMER TON
(360)
RHINO LINING'
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Application Number 95AP08~76
Permit Numbe.r
Prdject Group
First NI '
state WA Zip 983+2
[ 1 Grading [ ] Sign [ ] Paving
[ ] Move Building [ ] B~rning [ ] Underground
[ '-, Mobile Home [ ] Land Clear t ] Demolition
J
Building Contractor:
Work will be completed by owner.
Nature of,' Work:
Mechani~al permit,for hvac gasfurnacel(iirconditioner
roof top'uni t, one ceil ing mounted uni theater ,two
exhaust fans, piping.
Census Traqt
'" . ','~ ;, . .
---~.-.---------..------_._--------------------,---'-'-----_._----------------~
Residence
Business
other'
New
Repair
Remodel
Addition
[ ]
[X]
[ ]
[ ]
( ]
(X]
( ]
Council j)i,strict
. -,,' . .
----------------------------------------------~--~-------------------
, , ' , ".
ConstructiOn
Type
Sq Feet
Inspections
Required
Zoning
Type
Foundation
:Framing
Insul ation
PI umbing
Mechanical
Wa 11 board
Firial '
,status
Code
, . . - - ; . . ' .
=============.===~=~=='=====-====.==-=~~
JY',",",',',
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[ ]
[ ]
'" [ ]
[X]
[ ]
(X]
, , '
--~----------------~~--.----------
-----------------------------,---
BR E MER TON
B U I LD IN G
D ~ p_A R T MEN T
M E C H A~ I C A L
PER M I T
A P P L I CAT ION
Application Numb,er95AP08876
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------------~-----------------~-------------------~--------~-------~_.-
- - - - - --- - - _. - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - - -..- - - - - - - - - -,- - - - - - - - - --
Cbntractor
street
City
Phone
Representative
state License#:
Ci ty License #:
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AIRDYNE HEATING & COOLING INC
2181 CHICO WAY NW
BRE~IERTON
(206) 792':"5954 state WA Zip 98312
AIRDYHC052D3
Expiration Date'03j21j1396
'.Expiration Date
stoves
Fire Place Inserts
Furnaces
Conversion Burners
Unit Heater
Boilers
Ga~"System:,Max 5 Outlets
Evaporation Coolers ,
Air 60nditioning Units
Heat Pumps
Mixing or Re-Heat Box
Ai~ Handling Units
Fans
Range Hoods
Clothes Dryers
Incinerators,
. Duqt Alterations
Tanks
Refrigeration Units
Other Items
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DePARTMENT OF LABOR AND INDUSTRIES
THIS CERTiFIES THAT T'rlE PERSON NAMED HEREON IS REGiSTERED AS PROVIDED BY LAW AS A
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, ;AlWoYbaE, 'HEM:J;NQ & CoOLINQ:,"iH<f:
' ',~, " , , " , '
. 21111 CHICO WAY NW ' " '
: ,'REMEJ!TON WA 98312
, ,
STATE OF WASHINGTON
~"25'OS2<,lOO D-9?i '
L DETACH TO DISPI. r.,V CERTII"ICATE- ~
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B U I L D 1 Ii G
RECIIPT , 088849
* This Is Not, A Permit. '*
D E PAR T MEN T
Me(,~hani. ca 1
62'~322 .1005
Plumbing
62-322.100:3
Pe:nrd tire-as
$ .00
~~ .00
8t,orz Adapt er
~14'<~88 .1000
Ot.her.' Fee5
$ ..00'
Zoning Ji'eea
Amount Paid
$ 54.00
$
54,00
==~:=~=~==~====:~~:~==:
54.00
Recl!!:d ved From:
AirDyne #1450
$
Aug 28, 19
PI an Check Feets Amcmnt. Paid
$ 25. $ 25.35
$ .00
==~=~==;~======~==:~~=
$ 25.35
62<,45. a::wo
Ge:o Payment $
other Feel'~ $
city sur'''CrH~rge$
Bl-:'P2.1009
State Sic
643'~237 .1:~
':rot a 1 F'ess
Amount Pai,d
Pd,or: Payme,nt
Balanoe IJue
AU 08/28/1
For #95APOBB76
$
25.3!5
S.oo
,00
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APPUCANT: DOWNER 0 CONTRACI'OR 0 OTHER:
COMMENTS:
.tJ.eeV' ~
SITEADDRESS:~/') Afl5eNIIL My
OWNER:i780 Corz~
CONTRAcrOR:~A/ j(Jtf)y II~
CONTRACI'ORLICENSE lilf,l1y He o5::;.jJ"?
OWNER PHONE # '7 Cj;2. -f: 95 1-
ADDRESS: :;l{ 9J ~II{co W/jI #/(I:;MEAl'Q,t/
ADDRESS:
E<PIRATIONDATE: jfl/( '1b
CONTRAcrOR PHONE # 7tf2-59S<1-
(rIt~
, }
:~N€lm: ;mIIIm:}'MM:J!:!anmj~l~~IEQJJl;e~$,!:j;:mM!~I::!:!:::I:nI!t ;ii!mEE~M~ 1!~ilM1:[:Im::f@~I!M:m:~~B:~EiEXD{5mJliEif:mi@!;~f~:}ii!iMi!i': :miEEE@
........._.. ',',.n. ........ ,-- ...
RA.J.~ GE WATER CLOSET
WOOD/PEllET STOVE BATHTUB
I GAS FURNACE bru's: :;. -:J. I 1400 LAVATORY
CONVERSION BURNER bru's: SHOWER
) UNIT HEATER bru's: 40PeJt) KITCHEN SINK
. BOILER bru'so' DISHWASHER
1 GAS PIPING LAUNDRY TRAY
-c- EVAPORATION COOLERS bru's: CLOTHES WASHER
1 AC UNIT brul: ~4-. CPOO WATER HEATER
HEAT PUMP bru's: tQ7ZS: URINAL
REHEAT BOX bru's: DRINKING FOUNTAlN
AIR HANDLING UNIT bt:l'so' FLOOR SINK OR DRAIN
::1.J EXHAUST FANS SLOP SINK
RANGE HOOD (residential) WATER PIFIING & ALTERATION
RANGE HOOD (commercial) GREASE TRAP/INTERCEPTOR
CLOTHES DRYER HOSE BIBBS
INCINERATOR LAWN SPRINKLER SYSTfu\1
DUcr ALTERATION SWIMMING POOL
TANKS type: BLDG. SEWER (mobile / moved house)
REFRIGERATION UNIT ROOF DRAINS
OTHER: , OTHER:
MECHANICAL PERMIT FEE $15.00 PLUMBING PERMIT FEE 05.00 or 4.50)
MECHANICAL FEES:
PLUMBING FEES:
. CITY FEES: $5.00
JlOl FEES: '
APPUCANT'S SIGNATURE~ . ~
DATE: ~r-'~g-15
"-'-'~"-'-----"---C---'~"~
B REM E R TON
BUli.,DING
D E PAR T MEN T
PER M I T
A P P LIe A T I ON
===========~=========================================================
Applicati.on Dat€:;
Issue Date
Assessor Acct #:
Site Location
Owner ,- [,ast Name
.- st n~et
- Cit.y
.~ Phone
Tenant's Nama
Agent*s Name
Architect's Name
[ ] Bui.lding
[X] Mechanical
[ J Plumbing
08/28/1995
Application Number 95.AP08876
Permit Number
Project Group
22401-2-037-2004
3517 ARSENAL. WAY
ARSENAL WAY PARTNSHP
3517 ARSENAL WAY
BREMER TON
(360)
RHINO L!NING
First MI
state WA Zip 98312
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:
Mechanical permit for hvac gas furnace/ai.rcO:lldi tioner
roof top unit, one ceiling mounted '!.m'i~ heaterl two
exhaust fans, piping.
------~--~-.~-~--~-~--~----------~-_._~~-------~-~~-------------~
i1 District
Census Tract
Construction
Type
Sq Feet
Inspections
Required
Residence
Business
other
New
Repa.i r
Remodel
,Addi t i on
[ ]
[x]
[ J
[ J
[ ]
f.Xj
Zoning
Type
Foundation [ ]
Framing [.]
Insulation ( J
Plumbing []
Mechanical [X]
Wallboard []
Final [x]
status
Code
======================================================~=============
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PER M 1 T
A P P L I CAT r 0 N
~~~-~-------~--------------~---~----~-~--~--------~~~----~-----~-----
--~--~-~---~----~-~-~--~-~-~---------~~-----~~--~~--------------------
Application Number 95AP08876
Contractor
street
City
Phone
Represent.ative
state l,icense #
City License #
AIRDYNE HEATING &
2181 CHICO WAY NW
BREI"lERTON
(206) 792-5954
COOLING INC
state WA Zip 98312
A!RDYHC052D3
Expiration Date 03/21/1996
l'~xpiration Date
stoves
Fire Place Inserts
]. Furnaces
Conversion Burners
1 Unit Heater
Bcd 1 ers
3 Gas System: Max 5 Outlets
Evaporatron Coolers
1 Air Conditioning Units
Heat Pumps
,Mixing or Re-Hea.tBbx
Air Handling Units
2 Fans
Range Hoods
Cloth,es Dryers
Incinerators
Duct Alterations
Tanks
Refrigeration Vnits
Other Items
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HPTES:
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1. these restrooms are dimensioned to meet required
handicap measurement. The typical interior dimensions
finished are to be 7'-0" by a'-~'. A 60" circle can be
inscribed free and clear with only an intrusion of 12" by
the door swing. Restrooms may be built single or in pairs.
2. Access to all lavatories, towel fixtures, mirrors, etc.
per U.B.C. Sec. 511. Grab bars 1 1/2" in dia. mounted 1 1/2"
off wall that extends 36" along and behind watercloset to
24" in front of same shall be installed 3.'. above the floor.
3. All restrooms to be vented mechanically with ceiling
fans which provide complete air changes each 15 minutes.
4. Plumbi~g subcontractor shall provide a 6 gallon hot
water heater above the ceiling. Electrical connection by
electrical subcontractor. Insulate tank per ASHAR! 90-80.
Vent hot water tank with pressure relief valve to exterior.
Set tank in pan drained to waste. '
5. Insulate all water lines above ceiling in cold unheated
space. Ir:tsulate any exposed hot water or waste line if
water temperature exceeds 120 degrees.
6. All dimensions locating fixtures are from finished wall
surfaces.
7. Finish surfaces per U.B.C. Sec. 510. ~vAToiZ."(
a. Floor: Self cove vinyl or ceramic tile with cove
edge 5 inches up wall.
b. Base: Self cove vinyl or ceramic tile.
c' Walls: Marlite to 4 feet above floor and extending
2 feet either side of and 2 feet in front of
water closet, with remainder finished with
2 coats of alkyd enamel on GWB.
d. Ceiling: GWB ~o recieve 2 coats alkyd enamel.
.
I'
NOTE:
The following construction contract items shall be
considered bidder/design. The Contractor shall submit their
proposal based on the criteria as provided and supplemented
with the specific item standard in the industry for the
facility type proposed. These submittals will be reviewed
for their design conformance.
1. Electrical
2. Mechanical (Plumbing & HVAC)
3. Fire Protection (Automatic Sprinkler System)
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WSEC APPRO~ ~D
To the best of my knowledge and ability, these
plans show compliance with the requirements of
I LOG). rla-N
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PRODUCT 206.1 (Padded 11' EDGE) PAODUCT205A.l (Padded 1, EDGE) /Nel!H!f/@ inc., Groton. Mass, 01471. To Order PHONE TOL~225"6380
35/7 ARSENAL DRIVE'
8~tN\ERrON I VIA, 9B3/2
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CALCULATED By!!!lJ1~ 4J1.
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Assessor Acct. #:
Si tel:"ocation
Owner Last Name
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ty
.- Phone
Tenant's Name
Agent's Name
Architect's Name
( ] Building
[xl Mechanica,],
( J PI u:mbin.g
08/28/1995
09/01/1995
22401-2-.0:17 -2004-
3 7 ARSENAL WAY
ARSENAL WAY PARTNSHP
3517 ARSENAL \'lAY
BREMERTON
Ul60 )
RHINO LINING
Application Numbet~ 95AP08876
permi t Number 16S:n
Project. Group
rat HI
state WA Zip 98312
I: 1 Gr<:,-ding [ 1 Sign [ 1 Paving
"'~ ,j "'
( ] Move Building [ ] Burning [ :1 Underground
[ ] Mobile Home I: " I.and Clear r ] Demolition
,
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Buil
Contract,or:
Work will be
1 eted. by o'Vmer,
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N':-lture of Work;
Mechanical permit far
roof top unit, one
t fan~3, piping.
hvac g8S furnace/air conditioner
ling mounted unit heater. two
Council District
Cens'll.s 'I'ract
Constnwti.on
Type
Feet
InBpe(~tions
Requi t'ed
Res:idence
Bus:i,ness
Othe~::
New
R!'J'pai r
Remodel
Ad' ~' t'
"~'1::t. lon,
_'_ _. - - .../_J,_ ~ _ ,,_....
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Type
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Framl.ng l..
Insul.ation [: ]
PI u,mbing []
M.e(~hani cal [x:I
Wa.llboa;td [ ]
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statu.s
Code
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BHEMEBTON BUILDINGDEPABTMENT..
288-4th Street 478...5275
'REQUEST FOR OCCUPANCY APPROVAL
n~Buu.dmgi.).,.,.H'"."",.", ',' ,'", -~gineering<>i...."."".., -'Water(\Y~rii5>
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P1~~~'::'::':;r appr~ r~~~p;l~winf~crure ~th==r~=>/
department by ASAP::'2 ~::.::::..:,~s . Thank-you.
Permit Technician:
Bonnie Krause
Date:
9/19/95
Building Owner:
ARSENAL WAY PARTNERSHIP
Tenant:
RHINO LINING
Nature of Construction:
INTERIOR REMODEL
Address:
3517 ARSENAL WAY
Contractor:
Self
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Permit Number:
16545
Type of Business I Use:
Office/Warehouse
Type of Construction:
VN
Occupancy Classification (UBC):
B S-l
Square Footage:
Occupant Load: 27
COlDlDents:
.QtJ;tJlll11Jlll o NOT ArPB011ml ] BY:
DATE:
c'..,
B REM E R TON
BUII..DING
PER .M I 'I'
D E PAR T MEN T
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Application Date
Issue Date
Assessor Acct :#
Site Location
Owner ~ Last Name
- street
- City
- Phone
Tena:q.tls Name
;i}gent t..s Name
Architeot's Name
[ ] Building
[ ] Mechanical
(x] Plumhing
Building Contractor:
08/29/1995
09/01/1995
3517 ARSENAL WAY
ARSENAL WAY PARTNSHP
34004 9TH AVE S #9
FEDERAl. WAY
(206) 838--6113
RHINO LiNINGS
[ ] Grading
[ ] Move Building
[ ] Mobile Home
Work will be completed by owner.
Nature of t>Jork:
Plu~bing permit for remodel.
Application Number 95APOa881
Permit Number 16533
Project, Group
First
state WA Zip 98359
Phone(206)
Phone(206)
[ ] Sign
[ ] Burning
[ ] Land Clear
MI
'"
[ ] Paving
[ ] Underground
[ :1 Demolit.ion
Council District
-~~-~~-------~~--~~----~--~---~----------------~-~~-~---------~~~~---
Construction
Type
Residence
Business
Other
New
Repair
Remodel
Addition
. ']
:x]
: J.
[ ]
[ ]
un
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Cen,sus Tract
Sq Feet
Zoning
Type
status
Code
Inspections
Required
Foundation
Framing
Insulati.on
Plumbing
Mechanical
Wallboard
Final
: J
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[x]
( )
[ ]
[X]
---~~~--------~~~~~-~---------~~----~----~-----------~~----~-~~------
Re&'ilved By: /'1 . II 'Approved BY:-J3
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_~__.__~_>w________~__~____________~__________~_____
~~--~~~-~---~-----~-~--~---~----~~---~-~_._--~--~--
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Application Number 95AP08881
Contractor
street.
city
Phone
Representative
state License #
City License #'
DELTA PLUMBING AND HEATING
13122 8TH STREET E. SUITE 1
SUMNER
(106) State WA Zip 98390
Db":LTAPH17 GQ?
Expiration Date 12/17/1995
Expiration Da,t.e
:2 Toilets
Bathtuhs
2 Basins
Showers
Kitchen Sinks
Dishwashers
Laundry Trays
Clothes Washers
1 Water Heaters
1 Urinal s
Drinking Fountains
Drai.ns
Slop Sinks
Water Piping and Alterat.ions
Interceptors
Hose Bibb
Lawn Sprinkler
Private Pools
Public Pools
Building Sewer
Ga.s Pipe
Roof Drain
Private Hot Tubs
Puhlic Hot Tubs
Other Options
=======================~==========================~==================
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AppU.cat.ion Number 95AP08881
Permit Number 16533
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BUILDING. . . . . . . . . . . . . . . . . . . . . . . . .
1) Water heater relief line must be run to outside.
2) Height of water 01 (:;Iset seats required minimum 17"
to maximum 19" above floor
3) Maximum height above floor rim of urinal is 17"
========~===~=============:==========================================
;;J
BHEMERTON BUILDING,DEPARTMENT
288...4tb Street 478...5275
, '~"RE, QUEST FOl!ECC, UP" ,~, CY AP,'PR, OE,JtL"""">,.",,,.,..,..,.
~ ..l:;;;. ~B~ding . ' ~gineering' ~Water.lWastewater"
_ B~$mC:S$ Li'en$C ,J- 2E ~F1feMafShaJ" 'PlanJUI).g
_Traffic (ATTN: Tom Pran} _ Health Depattment 'Other. ...,.., ,'.., , ,,'.'.,.
Please review this request for approval to occupy the following structure and return to this
department by AS~".:: ~::,:.'" ':'.:':' . Thank-you.
Permit Technician:
Bonnie Krause
Date:
9/19/95
Building Owner: ARSENAL WAY PARTNERSHIP
Tenant: RHINO LINING
Nature of Construction: INTERIOR REMODEL
Address: 3517 ARSENAL WAY
..
Contractor: Self
Permit Number: 16545
Type of Business I Use: Office/Warehouse
Type of Construction: VN
Occupancy Classification (UBe):
B S-l
Square Footage:
Occupant Load: 27
COlDlDents:
OCT-02-1995 10=37
APT At"iliEF::=:!]r'~~ ~:S:=;OC,.
,. '",":,~ '.-,' :-,,,,,; ." '"";'."--."-~'-"'-",.,.,
3E,[1 '479560'5
F,~
-,. ,.'-."
File. H02:;
October 2, 1995
~<u I);i\vn T:Tomt~;
")'? ';"(} 9th Asf.', Sc>u:;;#2
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.'
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":..., .::' i. ;"~.\ ~ ,.;:--i
requirernents ()fl~'~e \\;S~''';RE,(:~..
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t'!.r--J''\..r.!~_~z~ __
:48 ~~RST STREfT t_~I:~Eri;~r?1C~:H"J. ~../~\ i.(.." ~.-\~', .;~;;j9
/ '] f. n \ ...oj: -.j P ~.;,:.. r-. n
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f'.;,;"X. ~~Jt)-G) 479..5tJt'J5
BHEMERTON BUILDING DEPARTMENT
288..4th Street 478...5275
, REQUEST FOB OCCUPANCY APPROVAL
:Z-~Building =- Engineering", ~WaterlWaste\\'ater/
BusincssLi(:Cn$C' .i: ~FireManhaJ , · Planning "
= Traffic (A'ITN:TomPran) _ H~d1 Deputment 'Other: '" " ,'..' , , ...',',
Please review this request for approval to occupy the following structure and return to this
depanment by AS~::'.:: ~::':"::...:.:s . Thank~you.
Permit Technician:
Bonnie Krause
Date:
9/19/95
Building Owner.
ARSENAL WAY PARTNERSHIP
Tenant:
RHINO LINING
Nature of Construction:
INTERIOR REMODEL
Address:
3517 ARSENAL WAY
~ECE_WE~\
J::J
SEP 2 5 1995
BREMERTON
BUILDING lJEtlAf( I MENT
Contractor:
Self
Permit Number:
16545
Type of Business I Use:
Office/Warehouse
Type of Construction: VN
Occupancy Classification (UBC):
B S-l
Square Footage:
Occupant Load; 27
CODlDleots:
~"JWWJlI) ~ot4l'l'BOVlUl:J BY:
DA.TE:
,-1
.
-REQUEST T'o DELAY
BUSINESS LICENSE ISSUANCE
LICENSE APPUCANT:
e&e INC. DBA RHINO LINING OF WA
BUSINESS ADDRESS:
3517 Arsenal Way
BUSINESS PHONE: (
)
479-1585
DETAILED DESCRIPTION OF CODE VIOLATIONS AND RELATED PROBLEMS:
Applicant has remodeling permits in progress.
CO will be issued when complete. Applicant aware.
ESTIMATED TIME FRAME FOR COMPLIANCE:
N/A
ENFORCEMENT OFFICER
Bonnie Krause
(LEAD PERSON FROM YOUR DEPARTMENT WHO WILL BE WORKING WITH APPUCANT)
PHONE:
478-5275
SIGNATURE: I~"'''{'~}~ ~ n 4-Jl--.-' DATE: 8/17/95
Upon receipt of this request, Tax & Li1:ense Division will promptly send an initial letter of temporary denial to the applicant
detailing the above code violations but will not be responsible for follow-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 approved 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
',,",
CITY OF BREMERTON
TAX & LICENSE DIVISION
El~il\Y1iT
....,
SEP 5 1995
Gateway to the Olympit:s and Home of the Pwget Sowul N&rrJQ/ Shipyard "'i?EMERTO~'
September 1, 1995
Mark Campbell
1931 NW Mushroom Ln
poulsbo WA98370
, ..
Re: 'Temporary Denial, of Business License Application
C&C dba Rhino Lining of WA, 3517Arrise~al way.'
Dear Mr. Campbell:
'"",
Thank you for applying for a Bremerton BusiQess License for, C&Cdba
Rhino Lining of WA." Before your application can be approveg by the
Building and Fire Departments several code requirements must be
met. Please refer to the attached reports.
You are encouraged to work directly with Bonnie Krause, Building
Department and Mike Sechrest, Fire Department. They are the city
officials who have put a hold on license issuance. The Tax &
License Division will not issue your business license for the
Arsenal Way location until the Building and Fire Departments have
approved your license application. If you need assistance or
more information, please contact Mr. Sechrest at 478-5385 and
Ms. Krause at 478-5275.
Since
Inspector
PGJ/med
Encl.
cc: Bonnie Krause
Mike Sechrest
239 4TH STREET . BREMERTON, WASHINGTON 98337 . (360) 478-5311 . FAX (360) 478-5200
-REQUEST TO DELAY
BUSINESS liCENSE ISSUANCE
LICENSE APPliCANT:
e&e INC. DBA RHINO LINING OF
v
BUSINESS ADDRESS:
3517 Arsenal Way
BUSINESS PHONE: (
)
479-1585
DETAILED DESCRIPTION OF CODE VIOLATIONS AND RELATED PROBLEMS:
Applicant has remodeling permits in progress.
CO will be issued when complete. Applicant aware.
ESTIMATED TIME FRAME FOR COMPLIANCE:
,
N/A
ENFORCEMENT OFFICER
Bonnie Krause
(LEAD PERSON FROM YOUR DEPARTMENT WHO WIll. BE WORKING WITH APPUCAN'I)
PHONE:
478-5275
SIGNATURE:
~9fU<L' ~
- - ------~_.._-- ---------~_.
DATE:
8/17/95
r
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*REQUEST TO DELAY
BUSINESS UCENSE ISSUANCE
UCENSEAPPUCANT: C--+L ~ 12.-b'Dv l...:N~ ri-- M
BUSINESS ADDRESS: 35 ( l ~-e;)J kL ~
BUSINESS PHONE: ( ) J..f: 11- IS 8 5
DETAILED DESCRIPTION OF CODE VIOLATIONS AND RELATED PROBLEMS:
4/~ &u'Sh ~(flU~+~
~(I h~ I~ ~~.
1Ll~ U~;-rD~ sIr~ 12 ((
~fL .7 6d~
"-
?J
ESTIMATED TIME FRAME FOR COMPLIANCE: A~ ~
ENFORCEMENT OFFICER /11 ( c+I-/JE7 .5eUl-I2€:5-r
(LEAD PERSON FROM YOUR DEPARThlENr WHO WILL BE WORKING WITH APPUCANIj
PHONE: L/7B-5j8~
SIGNA~ ~
DATE:
q,../- 95
"
Project #
9 Sir f?t 389' ()
Date Received:
ROUTING SIIEET
cr/,
,t,
Application Review date:
Pre-submittal meeting date: .
(0y~ 7J jJlW-i)
Date accepted as complete:
N/A
Building
Fire
Traffic
Date permit application is approved or denied:
Date applicant is advised of approval by phone:
.
C{ I I
by mail:
Date applicant received permit:
OTHER PERMITS
REQ'D'!
Y/N
Utilities
Building
Fire
Building
Fire
Fire
Utilities
Fire
Building
Land Use
Engineering
Water
Fire
..
LOG SHEET
ADDRESS: ApPLICATION No.
DATE COMMENTS
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B R IE M Ii: R T 0 N B U I I. D I N G D Fjp A R T .M E N T
\i"
P E R M I T
=====================================================================
Application Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- street
.- Ci ty
." Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[ ] Mechanical
[ ] PI umbifig
09/01/1995
09/11/1995
22401-2-037-2004
3517 ARSENAL WAY
ARSENAL WAY PRTNRSHP
3517 ARSENAI~ WAY
BREMER TON
(206)
RHINO r...INING
Application Number 95AP08890
Permit Number 16545
Project Group
First HI
state WA Zip 98312
Phone(206)
,Phone(206)
[ ] Grading
[ ] Move Building
[ ] Mobile Home
[ ] Sign
[ ] Burning
[ ] f..and Cl ear
[ ] Paving
,[ 1 Underground
[ ] Demolition
Building Contractor:
Work will be completed by owner,
Nature of Work:
Interior room being added for storage.(O x 16)
~i;;~~~~
~-ru.o.
Building Valuation
$100.00
COUTtcil District
7
Census Tract
Construction
Type
Sq Feet
Inspecti ems
Required
Residence [ ]
Business [X]
Other []
New [ ]
Repai r []
Remodel [J
Addition [J
12
Foundation [ ]
E'raming [X]
Insulation [ ]
Plumbing (]
Mechanical [ ]
Wallboard [X]
Final [X]
"l' .
.:..onlng
T:'lpe
status
Code
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CON D I T ION S
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Application
Permit. Number
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95AP08890
16545
BU I LD I NG. III 5 .. if 4i . Ii {l 11' . II! " ~ ~ '>> it " ~ IJ i1I ., to lJ .. " ,l. il .. ~ .. if tJ ..
Approved with comments on plans,
~... ..... ..." '.-, ""'..
-....."'..,"""""...
========~~=======:===================================================
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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. 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.
Signature
Date
I certify that I am exempt from the requirements of the state contractor's registration law, under Sec. 3,
l Ch;. ~26, 1~~S~O~~7.
__~~(_ _ 9111/9r Iw5~S
Signature Date Permit Number
permit.doc
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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
P E R M I T A P P L I C A T I 0 N'
,\
.' .)
-~------------~---------------_._--~-----,---~-----'~-------------------
-------------------------------,----------------------._---------------
Application Date
IssueD<ite
Assessor Acct #:
Si te Loca t,ion
Owner - Last Name
~ street
- city
- Phone
Tenant's Name
Agent '.S 'Name
Architect's Name
, '
[X] Building
,[ ] Mechan'ical
[] Plumbing
09/01/1995
22401- 2- 0 3 7.~2 0 q4
3517.ARSENAI.,WAY
ARSENAL WAY,PRTNRSHP
3517 ARSENAL WAY
BREMERTON
(206)
RHINO LINING
Applicaticm Numher 95AP08890
Permit Number
'Project Group
First MI
st~t~ WA Zip 98312
Phone(206)
Phone (206)
[ I Grading
[ ] Move, Building
[ ] Mobil e Home
[ ] Sign
[ ] Burning
[ ] Land Clear
[ 1 Paving
[ ;) Underground
[ ] Demol i tion
. -. ..
-----~------~~--------~~.~--~--~-~------~.--------------------~--------
Building Contractor:
Work wi lIbe completed by owner.'
Nature ,of Work:
Interior room. being added for storage. (8 x 16)
Buildi~gValuation "
$700.00
Coun~il District,
7
'CenStlS Tract
Construction
Type'
" Residence
Business
Other
New
Repaix
SqFeet
Inspections
Required'
Foundation
Framing
Insulation
Pluml::?ing
Me,chanical'
.wallboard'
Final
" ,.
APPUCANT: DOWNER D cONTRAcrOR Q(IOTHER; 1't'Al.cu:;t
SITE ADDRESS: '3 5 \7 A rS0r\)2 w~
OWNElC S c.h ()U~Uf I LLhll (f!tIA
CO NTRAcroR:
COUNT{ ASSESSOR PARCEL #:
ADDRESS:
ADDRESS:
CONTRAcrOR LICENSE t
CONTAcrPERSON: MQ~ ~_
EXPIRATION DATE:
lf7'J -I Kf'r (13/ 'l:tz-~
CONTAcr PHONE;;
o SFR 0 DUPLEX 0 MULTI-FAMILY o BUSINESS 0 OTHER:
o SIGN 0 DEMO 0 MOVE BLDG. DMOBILE 0 GRADING(yd.s):
o NEW 0 REPAlR D'REMODEL DADmTION 0-0THE~
INTENDED USE, ecru ;p I ~ <; ~~ZONING cu.ssmG\TION,
NATURE OF WORK PROPOSED: S ~..e.... (lrDM...-
COUNCIL DISTRlcr:
SQUARE FOOTAGE: Dwdling:
Gange
Dcda:
For De arlment Use Onl
\tWtrYAtt1Aint)N:;~~M@: @!ttfA$;:RElI~esm: }@@Jt:~RER.~lttil$E;tmM!iit f@WitsJ1I{;:Cffi\RGEStrJwtltG:@tmqJ:'$H'FEESiti@:):tf~i:
's 1 f'>t-t) $ S ENERGY: .s5~.OO .$
/, vu " STATE: $4.50
CITY: $5.00
Applications for which no permit is issued within 180 da.ys following the date of application shall expire by
limitation. and plans and other data submitted for review may thereafter be returned to the applicmt 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 reque3t by the applicant showing that circumstances beyond the control of~e
appHcmt 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 infgnnation is correa to the best of my /awwledge.
APPUCANT'S SIGNATURE: ~. ~2C2ATh "ii-51 L q S--
-=
"--'---"'~~'r''''''''--',",,-.~~'''~-'"C~'-'~'~"'~'~--"'''~'''"
'f!1
B R E M b~ R, T 0 'N B' {J I J..; D I ~ G D A R T M E N 'r
P E R M I '1' A P P f", I C A T I (~O N
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I
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:====.==,==ci==~===~=#C=========~'==~===~=d'~==~~===
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APplication Date
l$$'ueDate
Ass~ssor Acct.#'
S:i.teiiocation
Owner ~. L,astName
-Street
,... City
,...i phone
Tenant. 'a 'Name '
Agent'3Name
Architect's Na,me
[X] Building
[ 1 Mechani ca 1 "
'[ ]Pl umbing
Buildihg,~ontraator:
09101/1995
2240~~2-037~20~.
3511ARE:lEN1U" WAY
ARSENAL WAY PRTNllSH'P
3517 ARS!!:NAL NAY
BitEMERTON
(206)
RHINO r..nnNG
Applicat~on Number 95APOsa'90
Permit Number
Project ~roup
First
;:,",1
stateWA~ip 98312 (
',,,
::( ,
. . .
Pbone( ~b~)
'p~pne(206)
( ] paving , ,
[ J lJnderground
[ ,] Demol itlotl'
[ J Grading I: 1 Sign
f ] Move Building [ ] Bu:r:ning
[ ] Mobile Home [ ] I.and Cl
~'--~--~'-----'-~--~.
. . . -
)'
Work wi. 11 be completed hy owner.
Na.ture ,of Work:, ,
I'nteriQr room being a,ddedfot'storsge.((l ]{ 16) ,
Bu:i.ld,ing' Valuation'
$700.00
Cou,hci Int$.;t r i ct
, ,
_ -_ ~ """"_"_ .....~'.. .....'~_ ..,...lio!Or""""~"",,,, _ ...;...,...;<_ _.,...;.;........._ __._ _...... ~ _ _'..... _'.__ """,... "- _....;.:..._ _ ____
,Census Tract.
C,onstructlon
Ty'pe
Res:i:dence J
Business ,:XJ
Other '[)
New [ :J
~epair '~, t ]
Remodel []
Addition [ J
zt'===.~
7
1
I
1
'j
I
",~
,"~
1
, "'I
SqFeet
Inspections
Required
Foundation
Framing
Insulation
Plumhing
Mechanical
Wal~board
Final
Zoning
'Type
Status
C()de
7,
CITY OF BREMERTON PERMIT CENTER
Application Review'
Application #
Type of Application: ~~d.1 L
Site Location: r :1 5 / 7 Jb,..<}fM.{d I
Applicant:
Submittal Date:
Committee Review Date:
J)EPARTNfEN"f: , ,',','.' "'ROVJ'EC~ii~.:S~f;E{:t;{A'fr~QYipX ..
,'..',',..",..,,',', '..,<,.,.,."'.,.,..,,'.,.,'..' :,:,:t,';."...:,..:'M:,'.~T:.',',.,.:..-:::,:,:,:.:,:.:,:,:,':.:,'.':,':,:,
. ~:ildi~g.. c;;;::: /?J~;' <~X'W;;"P , A~ (E)
..',.......,.. -'.
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........,..,.....'.'.....
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:;:;:::::::;:::::::;:;:::;:;:':;:,";:;:;:;.;:::;:::::
.............;..,.....-:.,.0.....'...........
:~:~:~:~:~;~ :~;:; :;~:~~::::: ;~:: :~::: }~: ~::::: :::::
tl'9~tif~,
.... ......-......
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.....:...:....,:.:.......'.:.:-....
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.,'..........................
YN YN
YN YN
YN YN
YN YN
YN 0
YN YN
Zoning
YN
YN
Environmental
YN
YN
Engineering/Streets YN YN
EngineeringlUtilities YN YN
Fire V YN
Other YN YN
Additional
Comments:
"
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. -,_..".~,-.",----,._-"~-.-,.,."~.,,.--.;-"...-..-;;,-.---,.._.':'"--"'-'~~~J-"-':;~"~'(~-.i~
RECEIPT # 088869
B REM E R TON
B fJ j L D :t N G
:aui:l d:tng
62--322.1001
Mechani G&:I
62'-322.100S
;Pl umb.:i)')g
62..,322.1003
storz Adapter.
;34-<588.1000
* This Is Not A Permit *
D E PAR T MEN T
Pe rmi t. f:l"eel:-1
$ 19.00
$ . no
$ .00
Qthri:ll; [i'eea
$ .00
~~on:Lng Fees
p',mount Paid
$ 19 . ()()
$
19.00
=~===~=~~==~=~~~=====~=
19.00
."" -. ~."' '......__,_......,. ....",\",....~ r, ,',. ~"... ,_ _~,.", "" .,.. ",",'''''_'~'' '.,".._..." ,,,,_., .....,,_.'...,.._ ;" '"' ...,."_, "'''.',..'' .".
$
#
Bep 01" 1995
PI. an Chtl'H~kFees Amount. Paid
S 12.35 S 12.35
$ 40(1
$ .00
-_.~-~~--~------~---~~---
--_._-_.__._--_&.,'-------~"--
$ 12.35
62'<~45. 0300
Glen Payment $
()therFeel3 $
City Sur-ChargeS
81-~:322 < 1009
State Sic
643',237 .1:~
'.rota J Fr:HHI. $
Amount Paid $
Prior Payment. $
:1:1 a 1 ance Due
On 09/01/199!5
]<'or :f95AP08890
$
12.35
9.50
.00
'>,00
$
4.50
:z1::.~=r!t1i.:r~~~=
40.85
40.SS
,00
~~'.:t;'i:)::.::;c:;;z.:::r:::
$
,00
r
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B REM E R TON
B U I 1. DIN G
D E PAR T MEN T
PERMI'l'
A P P L ! CAT ION
---~~~~---~--~~------~-~-~----------~-----~--~----~~~----~--~-~-~--~-
--~-------~~---~--------~--_._----~----------~--~~----~~-------------~
~\ppl ication Date
Issue Date
Assessor Acct #
Si te [,Qcati
Owner - Last Name
- street
". Ci ty
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[ ] Mechanical
[ ] Plumbing
Building Contractor:
09/01/1995
Application Number 95AP08890
Permit Number
Project Group
22401-2-031-2004
3517ARSENAI.. WAY
ARSENAL WAY PRTNRSHP
3517 ARSENAL WAY
BREMER TON
(206)
RHINO LINING
First Mt
state WA Zip 98312
Ph,one (206)
Pnone(206)
[ ] Grading
[ ] Move Building
[ ] l":iobi 1 e Home
( ] Sign
[ ] Burning
[ J [,and Cl ear
[ ) Paving
[ ] Underground
[ ] Demolition
Work wilt be completed by owner.
Nature of Work:
lnierior room being added for storage.(B x 16)
Building Valuation
Council District
Corlstruction
Type
Residence: J
Business :X]
Other [J
New [ :I
Raped r '~" [ J
Remodel (]
Addition ( ]
"
,1
\~-, .,"
$700.00
7
Census Tract
Sq Feet
Inspections
Required
Zoning
Type
Foundation' ]
. '. 'U' 'I,
FramJ.ng AJ
Insulation [ ]
Plumbing []
Mechanical [ ]
Wallboard [X]
Final [X]
status
Code
12
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Rhino Linings USA Inc
SE€,"[,I(;)N1gl\ll~NUEI(D"fl.JRER'SIOENmIE[G~ml()N<
MATERIAL SAFETY DATA SHEET
FOR COA T1NGS AND RELA TED MA TERIALS
Tough Stuff Side-A
Pan No. 6001
..' .. -.....--.......-.-.........-.-:-:-..:->:-:-:-....:.:.:.:.:-..::;\
.... . .. ....... .....
':",<"::::::,'::':':::::::::::::::::,<::::.::.,:::.:....:::\.::::.:.:'::::::.:::::::::::::::::.:::}':::':::}::::::::::::::':::::}':::':'::<::'':::<<::<'':'':'':'''::,::',,:'':::::",::::'':::::\:}:\':U,ldJ)::/:':}:''
Rhino Linings USA Inc
9557 Candida Street
San Diego, Ca 92126
Fax: (619) 578-2604
Telephone: (619) 578-2603
Emergency: (800) 424-9300
Date: December 10, 1992
Supersedes: New:
Product Class:
Product Name: Tough Stuff Side-A
Product Number: RIM 8200A
Part No.: 6001
..-".- - -,. .- , -,.
. ......,' ..,',..... ..-- ...'....-...-...,",.,....,....,...-...-.,..,..........-...--........,-....,-.. ... --.
. .-.. ... -...-....-... n.__..._.. _ ... n. ..._..... ....._...__...__...__.. _ ... ...__..
' '...$I;~"]'"I~f..J.~t:IN~Bt;PIENorS
-~
Ingredient
~
Percent
OSHA PEL
4,4' -Diphenylmethane diisocyanate(MDI)
2,4' -Diphenylmethane diisocyanate(MDI)
Modified MDls
101-68-8
5873-54-1
0,02 ppm, ceiling
Not listed
Not listed
PILl'
Ingredients not precisely identified are proprietary or nonhazardous, Values are not product specifications.
SECTIONq-I-IG\ZARDSUMMARY
,
Hazard Summary (as defined by OSHA Hazard Comm. Std., 29 CFR 1910.1200):
Physical Hazards: None (see Section 5)
Health Hazards: Based on MDI - irritant (eye, skin, respiratory passages, skin sensitizer), inhalation (TLV), harmful (respiratory sensitizer, lung injury),
Read the entire MSDS for a more thorough evaluation of the hazards,
""'--'-""""'---""""""'.-...--..... -...-...-.- -..._-". ""-...,..--., -.
. "..- --...--................-.-..--... -...-.................................--.
".".SE:G,..I~..f.J.....~..l~f.{'J."SI~J\.L.[.')A,. A
Appearance and Odor: Pale yellow liquid
Boiling Point: Decomposes at 6460F, 341,1 oC
Vapor Pressure (mm Hg at 20oC): <0.0001
Vapor Density (air = 1): 8.5
Solubility In Water: Reacts
pH: No data
Specific Gravity: 1,19
% Volatile by Volume: No data
...:
"..""",, , "...,',. .,..--...,-.'._,.,.._-.....'...,-.-..,.,-...........-.,.--.. "---"-"--" - ".-. . ,--. -- .-. . ,,- '...........-...--.......
,..'.'......'.....SEG7CI(l)N5...EIRE..AND(eXPl..OSIO'N....FfAZARDD~"'A
',....-.',',.,-...,',.",:-..,:.....:.:...;<.,.....,-..-:..,..-..,..,-...:.:-..,....-...,'"',,',.,..,._---.,',, '," ,.._,"..-,.---,-,.,"- ".' - -,',' '-.-'.', ',,',..,.. ", -....._-,....----.. .......--...--...
'" -" ',' '" -,._-,,- ..-. --. , - - - -- '.
...... - -.. .....- -..
.... -... -... .._-". ......
. --.. -....... --.,,-....
Flash Point: 4270F. 2190C (COC)
Autoignltlon Temperatur-e: No"data
Flammable Limits (STP): ~o data
Extinguishing Media: Dry chemical, foam, carbon dioxide, halogenated
agents. If water is used, use very large quantities, The reaction between
water and hot isocyanate may be vigorous.
Special Fire Fighting Protective Equipment: Self-contained breathing
apparatuswithfullfacepiece and'Protective clothing.
Unusual Fire And Explosion Hazards: Water contamination will produce
carbon dioxide. Do not reseal contaminated containers as pressure buildup
may rupture them,
:;.:.,.
Part No. 6001
] ...:::::::::::::;:::::;:;:;:::::;:::;::::::::::::..
',."',',,'..,,,.:...:<.{{{{.....'
, .. .iUi;;imU;!i!;};iii;i;iC~!twr!;,
Page 2 of 3
'~&mm~m~~6F18~uIDEi8~~~~~,~~lli!i\!I~~m
General: No toxicity information is available on this specific preparation; this
health hazard assessment is based on information that is available on the
properties of its components.
Ingestion: The acute oral LD50 in rat is probably above 10,000 mgJkg.
Relative to other materials, a single dose of this product is practically
nontoxic by ingestion. Irritation of the mouth, pharynx, esophagus and
stomach can develop following ingestion.
Eye Contact: This material may irritate human eyes following contact.
Skin Contact: No irritation is likely to develop loll owing short contact
periods with human skin. Skin sensitization and/or irritation may develop
after repeated and/or prolonged contact with human skin. Preliminary data
Irorri a research study indicates that MDI in corn oil injected intradermally in
guinea pigs can elicit a respiratory sensitization in humans and animals by
inhalation is well known; however, this new data indicates that this effect
may be induced by skin contact.
Skin Absorption: Systematically toxic concentrations of this product will
probably not be absorbed through human skin,
Inhalation: Vapors and aerosols can irritate eyes, nose and respiratory
passages. Severe overexposure may lead to pulmonary edema. MDI can
induce respiratory sensitization with asthma-like symptoms similar to those
induced by TDI (toluene diisocyanate), Symptoms include chronic cough,
tightness of chest with difficulty in breathing, These, symptoms may be
immediate or delayed up to several hours after exposure, There are reports
that chronic exposures may result in permanent decreases in lung function,
>f:1!1~
Other Effects of Overexposure: Recently, a study was~completed where
groups of rats were exposed'f~r 6 hours/day, 5 d<1lJlsI>Neek for a lifetime to
atmospheres of respirable polymeric MDI aerosol. Overall, !he tumor
incidence, both benign and malignant, and the number of animals with tumors
were not different from controls. However, at the top level only (6 mg/m3),
there was a significantincidence of a benign tumor of the lung (adenoma) and
one malignant tumor (adenocarcinoma). There were no lung tumors at 1
mg/m3 and no effects at 0,2 mg/m3. The increased incidence 01 lung tumors is
associated with prolonged respiratory irritation and the concurrent
accumulation of yellow material in the lung which occurred throughout the
study. In the abse~ce of prolonged exposure to high concentrations leading to
chronic irritation and lung damage, it is highly unlikely that tumor formation will
occur,
First aid procedures:
Skin: Wash material off of the skin with plenty of soap and water. If redness,
itching, or a burning sensation develops, get medical attention.
Eyes: Immediately flush with plenty of water for at least 15 minutes. If
redness, itching, or a burning sensation develops, have eyes examined and
treated by medical personnel.
Ingestion: Give 1 or 2 glasses of water to drink, If gastrointestinal symptoms
develop, consult medical personnel. (Never give anything by mouth to an
unconscious person.)
Inhalation: Remove victim to fresh air, If not breathing, give artificial
respiration, preferably mouth-to-mouth, If breathing is labored, give oxygen,
Consult medical personnel.
SECTION' 7 - HEACTIVITYDA'TA
Stability: Stable under normal conditions,
Incompatibility: This product will react with any materials containing active hydrogens, such as water, alcohol, ammonia, amines, alkalies, and acids, The
reaction with water is very slow under 50aC, but is accelerated at higher temperatures and in the presence of alkalies, tertiary amines, and metal
compounds. Some reactions can be violent.
Hazardous Decomposition Products: Combustion products: Carbon dioxide, carbon monoxide. Nitrogen oxides, ammonia, Trace amounts of hydrogen
cYclOide.
Hazardous Pofymerlzation: May occur. High temperature in the presence of alkalies, tertiary amines, and mej.al compounds will accelerate polymerization,
Possible evolution of carbon dioxide gas may rupture closed containers.
$g(3ml(?)N8.-SRII..L-iQF{[E:.A.f<eB0~ElJi)uREs
Steps To Be Taken In Case Material Is Released Or Spilled: Wear skin,
eye, and respiratory protection during cleanup, Soak up material with
absorbent and shovel into a chemical waste container. Cover container, but
do not seal, and remove from work area, Prepare a decontamination
solution of 0.2-0.5% liquid detergent and 3-8% concentrated ammonium
hydroxide in water (5-10% sodium carbonate may be substituted for the
ammonium hydroxide). Follow the precautions on the supplier's material
safety data sheets. All operations should be performed by trained personnel
'familiar with the hazards of the chemicals used. Treat the spill area with the
decontamination solution, using about 10 parts of solution for each part of
the spill, and allow it to react for at least 10 minutes. Carbon dioxide will be
evolved, leaving insoluble polyureas. For major spills, call CHEMTREC
(Chemical Transportation Emergency Center) at B00-424-9300.
Disposal Method: Slowly stir the isocyanate waste into the decontamination
solution described above using 10 parts of the solution for each part of the
. ~
isocyanate, Let stand for 48 hours, allowing the evolved carbon dioxide to
vent away. Neutralize the waste, Neither the solid nor the liquid portion is a
hazardous waste under RCRA,40 CFR 261,
Container disposal: Drums must be thoroughly drained to process or storage
vessels before removal to an appropriate area for subsequent
decontamination. Drums must be decontaminated in properly ventilated areas
by personnel protected from the inhalation of isocyanate vapors, Spray or
pour 5-15 liters of decontaminating solution into the drum, making sure the
walls are well rinsed. Leave the drum soaking unsealed for 48 hours. Pour out
the decontaminating solution and triple rinse the empty container. Puncture or
otherwise destroy the rinsed container before disposal. Note that the disposal
of spenLdecontaminationsolutions may 00 subject to federal; state ortocal
regulations, ordinances or conditions of discharge permits, Local regulations
should also be consulted before final disposition of decontaminated drums,
,." .
'Part No. 6001
Page 3 of 3
..-..'.............--......
....-.. ............-....
......-............-....--..
............................
',......,....................
. ..... -.... .............
,... ......... .............
.-.......... ..... - ....
........-................
....-.........-.-....-.-....
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.....................-.-..
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.........................
.... ...........-......
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,
IS......'...E...'......o.':m<<)liffN</9....'.i..U/S<riE..,.,....;;:.I;CL..IriR6m.,......'..E...'.'....Ox~I'~N<?I'..'N'>E,,>fiM AMI.'.;5'N i
....',.-.. ....".. -. :V ,," .',- - r;" ....v H ..-...r:" ":\;;1'"' .... .. :;:1:::\;;1 .. - II:" -R K::-I::: V..................
":::::::::::::::;':'-:=:":';':'=:';":'::)"':::";'::....:..::::.::::...-::::;::-...::::::::::;::::::..:....:...:::::::._-.-...:::;-.:..:.:...:...:::::..-;....:.:.}...:::::::...:::...:;;.......::::::....::::....-.:.::.:..:..;::::...:::..:.-:::::.:.::::>;:~::)\.:::.?:.:-~.,.~:::::::..:....:::...:::...:...:...;...;...::;::..::::...:::...:::.....,.:::...:::....::::.-...-...........
TL'JR Or Suggested Control Value: No ACGIH TLV or OSHA PEL is
assigned to this mixture. Control of exposure to below the PEL for the
ingredients (see Section 2) may not be sufficient. Minimize exposure in
accordance with good hygiene practice, The ACGIH TLV for MDI is 0,005
ppm 8-hour TWA. The OSHA PEL for MOl is 0,02 ppm, ceiling, NIOSH
recommends 0,005 ppm TWA and 0.02 ppm STEL These control limits do
not apply to previously sensitized individuals or to individuals with existing
respiratory disease, such as chronic bronchitis, emphysema, or asthma,
Sensitized individuals should be removed from any further exposure.
Ventilation: If needed, use local exhaust ventilation to keep airborne
concentrations below the TLV. Follow guidelines in the ACGIH publication
"Indystrial Ventilation." Exhaust air may need to be cleaned by scrubbers or
filters to reduce environmental contamination.
Respiratory Protection: Because of the low vapor pressure, ventilation is
usually suffident to keep vapors below the TL V at room temperatures,
Exceptions are when the materials is sprayed or heated. If airborne
concentrations exceed or are expected to exceed the TL V, use MSHAI
NIOSH approved positive pressure supplied air respirator with a full
facepiece, or an air-supplied hood. For emergencies, use a positive
pressure self-contained breathing apparatus, .Air purifying (cartridge type)
respirators are not approved for protection against isocyanates.
Protective Clothing: Gloves determined to be impervious under the
conditions of use. Depending on conditions of use, additional protection may
be required such as apron, arm covers, or full body suit. Wash contaminated
clothing before rewearing. Testing of some commercially available prolective
clothing indicates that clothing constructed of butyl rubber, nitrile rubber,
SaranexR coated TyvekR and some neoprene garments have sKeellent
resistance to permeation by MOl. Clothing constructed of neoprenellatex
rubber and some PVC garments exhibited limited resistance to permeation by
MDI. Clothing constfucted of polyethylene, latex rubber, PVC or polylaminated
TyvekR showed little resistance to permeation by MOl. Protective clothing
should be selected and used in accordance with "Guidelines for the Selection
of Chemical Protective Clothing" published by ACGIH.
Eye Protection: Chemical tight goggles; full faceshield in addition il splashing
is possible.
Other Protective Equipment: Eyewash station and safety shower in wor\<.
area,
(
"'..sE~eml(jN.1b...,.SPEcIAi..ipRECA(J"[IONS..(jR()THER..caf.JIrv1ENTS"
',',' --....--....-. ,,-- .',.'--' . ,-. . ---. _ ..'-- ....."' . " , .',- '-,'..', " --, - ',.' -..- -- ,- ,.. --..., ...--... . - '. .. ,- ._-.
._-...--..._-- -" ---.., .
Special Precautions Or Other Comments: Prevent skin and eye contact. Observe TL V limitations. Avoid breathing vapors or aerosols, Workers should
shower and change to fresh clothing after each shift, A sensitized individual should not be exposed to the product which caused the sensitization, Store in
tightly sealed containers to protect from atmospheric moisture, Store in a cool area, Individuals with existing respiratory disease such as chronic bronchitis,
emphysema or asthma should not be exposed to isocyanates, These individuals should be identilied through baseline and annual evaluation and removed
from further exposure. Medical examination should include medical history, vital capacity, and forced expiratory volume at one second,
SEC'TIONt1 . REGULATORY INFORMATION
TSCA (Toxic Substances Control Act) Regulations, 40CFR 710: All
ingredients are on the TSCA Chemical Substance Inventory.
CEPA (Canadian Environmental Protection Act): All ingredients are on
the DSL (Domestic Substances List),
CERCLA and SARA Regulations (40 CFR 355, 370, and 372): Section
313 Supplier Notification. This product contains the following toxic chemicals
subject to the reporting requirements 01 Section 313 01 the Emergency
Planning and Community Right-To-Know Act 011986 and of 40 CFR 372: 50%
MOl, listed as Methylenebis (phenylisocyanate, MBI (CAS 101-68-8)
....::,.,.,-:-:-:.,.,-:.:-:-:.:,',:.:.:-:-:-:..-:-:-:,.:...:-:-:-:,.,:..-:.,,-:.,',',-:-.,:.--:,,",",_..,-,',.',',.,',',,.,',',', ',-:--'..".,',"',.,.,',.,::,
SI$C4wION12,...',DISCLAIMER,
"
Disclaimer: The data set forth in this sheet are based on information provided by the suppliers 01 the raw materials and chemicals used in the
manufacture of the aforementioned product. Rhino products makes no warranty with respect to the accuracy of the information provided by their suppliers,
and disclaims aU liability 01 reliance thereof.
r"" " -.
"
I
t
I
L..~
BUlr...DING
D E PAR T MEN T
B REM E R TON
PER M I T
---~~----------~----~~~----~-~--~----------~-----------~-----------~-
~-----~--------~~-~---------------------~~~--~-----~--~-----~--~-----
Application. Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- street
- Cit.y
- Phone
Tenant's Name
Agent's Name
Architect's Name
[ ] Building
[ ] Mechanics,l
r. ] Plumbing
Building Contractor:
Contractor
street
City
Phone
Representative
state License #
City License i
09/07/1995
09/18/1995
222401-2-037-2004
3517 ARSENAL WAY
RHINO LININGS
3517 ARSENAL WAY
BREMERTON
(206)
Application Number 95AP08901
Permit Number 16561
Project Group
First MI
state WA Zip 98310
Phon.e(206)
Pnone(206)
[ ] Gradin9
[ ] Move Building
[ ] Mobile Home
[X] Sign_
[ ] Burning
[ ] Land Clear
[ J Paving
[ ] Underground
[ ] Demolition
HANSON SIGN co.
P.O. BOX C, WYCOFF STATION
BREMERTON
(206) 373-6015
RANDY
HANBOI*221J1
State ViA
Zip 98312
Expiration Date 12/17/1995
E~!piration Date
Nature of Work:
Sign permit. Install on building (sign used at previous
site)
Council District
Sign Valuation $400.00
[ ]
[X]
[ ]
[ J
( ] /// >,/,:
[ J " //i // '
,//'" 'I /;// /1 /
[ l' ." t i_
, {/J ! ;; /,,' ! ~~"'=-- ...".-
.......... -"'""'...., ---..- -... - .....---f - _. -.i-;/ ~_.......... -=-......-... -.. _........,. - -- --......- --.....""".... .....~-
Received By: ( I'," G 11') Approved By:
, ;' 11 " II i ,/ /'
\.. .J "'~~f~ A./ ~~r -
Construction
Type
Residence
Business
Other
New
Repair
Remodel
Addition
Census Tract
Sq F'eet
Inspections
Required
I: ]
[ ]
[ ]
[ ]
[ ]
[ ]
[X'I
.J
35
, .
: ..-
,,----'.................
Zoning
Type
IP
Foundat.ion
Framing
Insulation
Plumbing
Mechanical
Wallboard
'pal
====================:=======~=========================================
status
Code
,,~ '. ~, -..,;.....,.....;,.>~
J,............i
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. The granting of a permit does not presume to give authority to violate or cancel the provisions of any
other sta or 10 regulating construction or the performance of construction.
./
9---(9 - ?s.
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
/~5(P1
Permit Number
permit,dol;
r, '~
I . \
I ,,\
I
I
I
~~
..
~^-'~'--'~
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B.R E M ER TON
B U I L DIN G
D E P A R~TM EN T
p' E R M I T,
A P P L I CAT I 0 ~
. ' ' - .
-----------------------------------------------------------"----------
----------------------------------'--------------------------_._---------
, . . - . . -
, Application DateO~/07/1995
Issue Date
Assessor Acct ~,,~flol-:2- 0 ~7--.::D:}DCf
Si te Location 3517 ARSENAL WAY', '
Owner - Last Name RHINO LININGS
-', Street 3517 ARSENAL WAY
City BREMERTON
- Phorie ,(206)
Tenant's'Name
Agent's Name
Architect's Name
[ ] Building
[ ] Mechanical
[ ] PI umbing,
Applicationl'-lumber 95AP08901
Permit Number
Project Group
First
MI
State WA . Zip 9~310
Phone(206)
Phone(206)
[ ] Grading,.
[ J Move Bui l ding
[ ] Mobile Home
(x] Sign
( ] Burning
[ ] Land CI ear
[ J Paving
[ ] Underground
[ 1 Demol-i tion
,~ .
-~-_._----------~~--------~-~---------~-~-----~-~-------~----~--~------~
Building Contractor:
Ccmtractor
Street
City
Phone
"Representati ve
State Lis::ehse -#
, City License :#
HANSON SIGN GO.
p.O. BOX C,WYCOFF STATION
BREMERTON'
( 20 6 ):$ 7 3 - 6 015. State W A
RAi.'WY "
HANSOI *221J1
Zip 98312
, Expiration Dat~ i2/17jl~95
Expiration Date
Nature of Work:
, Sign permit. Install on building (sign' used at, previous
site)
Sig~Valuation$400.00
'" '
-------~~-.------------.-------,-~---,--------~---~-------------------~---
Council District
Census Tract
Construction
Type
Sq Feet
Inspections
Required
.'''
Status
Code
Foundation
Framing
Insulation
Plumbing
Mechani cal
Wallboard
[ ]
[ ]
[ ]
[ ]
[ ]
[ ]
Addi~ion [ ] 35 Final [X]
-----~~~-----------------------------------------------------
------ ~ - ---------------------------------------~---~---------
Residence
Business
other '
New
Repair
Remodel
[ ]
[X]
[ ]
[ ]
[ ]
[ ]
Zoning
Type
I
I
~'
""--'~-'''''-~''''----'---~-''-'lf----''''
'M1
I
I
I
;,"""
~ R& MER TON
81 G N
B U I L DI N G
D E PAR T ME N T
PER M I T
A P PL I CATION
. "~',
------~-,------------------------------------------------------~-------
------------------------.-_._-----------_._--~-------------------_._------
" ." .. . .
,Contractor
street
City
phone
Representativ~
state" License ':If
City License #
Application Number 95AP08901
HANSON SIG~ GO. '
P.O. BOXC, WYCOFF STATION
BREMER TON
(206)373-601~ State WA
RANDY
HANSOI*221J1
Zip 98312
Expiration Date 12/17/1995
ExpinitionDate. "
~.======='=======-====~==~===========.~=,=================================
I
I
I
I
I
I
l
;;>,
'~"II '
I
I
T"'
RECEIPT # 088888
B REM E R TON
B
* This Is Not A Permit *
Sep 07, 1995
Mechanical
61.-322,1,005
Plumbing
62~322.1003
Sign
62-322.1001
storz Adapter
34-:188.1000
I
r
I
R$oeiv~d, Prmn:
Permit Fees
itS ,00
$ ,00
$: 15.00
other Fees
$: .00
Zoning Fees
DIN
D E PAR T MEN T
AmOllJ1 t Pa i d
$ 15.00
.$
15.00
=~==:==== ========~tt==
15.00
.,~~"
:;;
on Sign (rhinc)) #2:0:~1.2}
1
]
I
I
I
I
Plan Gheck Fees Amount Paid
S .00
$: ,00
$
9.75
~=:====~~=m==c:====:==:
9.15
$ 9.75
62--345.8300
Gen Payment $:
nthe!:' Feefl $
C1 t.y Sur-ChargeS
81'-322.1009
stat.e SIC
643-231 .l;~
Tata 1 l"ees $
AmOl.mt ?at d $
Pdt.)!:: Paymerlt $
Ba'l arwe Due
()n 09/07/1995
Jl'or :ft~'5AJ?0890J.
$
9.75
I,
I
I
I
I
I
!
t.
-.,'..--........... J;",---,
$
9.50
.00
5.00
$
4.50
:::: ,0:::::: ~~ ~ ~:;t r;::;
34.25
34.25
.00
=~n:;=:~-l;i:~~
$:
.00
,
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APPLICANT: DOWNER I2SJ CONTRACTOR 0 OTHER:
SITEADDRESS~\7 ARSENAL [J~\J\
\
O\VNFR:__eht~ L.Jt0 ~ ~ ~
TAX ACCOUNT NO,
ADDRESS: (~')
CONTRACTOR: Hanson Siqn Co. r Inc.
ADDRESS: P.O. Box "c" Wycoff st. Bremerton
CONTRACTOR LICENSE #
HANSOI*221J1
EXPIRATION DATE:
12/17/93
CONTACT PERSON: Randy Hanson
CONTACT PHONE # 373-6015
o SFR D DUPLEX D MULTI-FAMILY D BUSINESS o OTHER:
,~SIGN D DEMO D MOVE BLDG. D MOBILE o GRADING(yds):
o NEW D REPAlR D REMODEL D ADDITION D OTHER:
0\<:\1\.) __~__,fu\d,~ ~CiA
-r \
NATUREOF\>:rORK PROPOSED: l~~U C,u~~ -:;;;Lt; D~ O\k:qlt=t... ~~
J ,
f\6 P~O-_A~__d~-kh,
.~---~--~~----~
SQUARE FOOTAGE: Dv.relling:
Garage:
Decks:
') .,VAl:UAJ:TON.',.....,.'
$
LOO~
7CJJ:. '!)~ 'tUe tJ4
."i.1\I2\.NRBW:r>>Y.'l'EE...r.,..r........rC}:Jt\JltTt:fE(. .'..t.,., ,...,.i,s'URGf:IARGES.:.....'t:.:::,
$ $ ENERGY: $50.00 $
STATE: $4.50
. ., ." -'.. .. '" - .
.?td'tAliF.EES '
UU. . .-....... _.. _ _ ..
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 rettuned 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.
APPUCANT'SSIGNATC~
- ,
, ,.... ;~~ '::'(,>,':':r,~_
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,CI1Y OF BREMERTON PERMIT CENTER
Application Review
Type of Application: Sign
Applicant:
Rhino Linings
Site Location:
3517 Arsenal Way
Application # .
95ap08901
Submittal Date:
9/7/95
Committee Review Date:
9/12/95
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Building N G N 'N (5)N
~f@N~ y(iP
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~ YN
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Zoning
Environmental
YN
YN
Engineering/Streets
EngineeringlUtilities va-
Fire ~
YN
YN
YN
YN
YN
YN
YN
YN
Other
YN
YN
YN
YN
,.
Additional
Comments:
~
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PER M I T
A P P LIe A T ION
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-~~-~-~~-~---------~~~~--~----~--~------~-----------,---~-------------
Application Da,te
Issue Date
Assessor Adct #
Site Location
Owner - Last Name
-- street
- City
- Phone
'I'enant 's Name
AgentWs Name
Architect's Name
[ ] Building
[ :1 Mechanical
[ J Plumbing
Building Contractor:
Contractor
stre.et
Ci~jr
Pho,n;e ..
Representative
state License #
City License #:
fJ9j07/1995
Application Number 95AP08901
Permit Number
Project Group
3517 ARSENAL WAY
RHINO t.ININGS
3517 ARSENAL WAY
BREMERTON
(206)
First HI
state WA Zip 98310
Phone( 206)
Phone(206)
[ J Gra,ding
[ ] Move Building
[ ] Mobile Home
[X] Sign
[ ] Burning
[ J Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
HANSON SIGN CO.
P.O. BOX C, WYCOFF STATION
BREMERTON
(206) 373-6015
RANDY
HANSOI*221Jl
Zip 98312
state WA
Expiration Date 12/17/1995
Expirat.ion Date
Nature of Work:
Sign permit. Install on building (sign used at previous
site)
FOi.mda t ion [ ]
Framing (]
Insulat.ion ( ]
Plumbing []
Mechanical [ ]
Wallboard []
-- ~~~A: ,) ~-- --- -':fT:^, _-,A ~- - - -- - - - _:: - - - - - --_:~:: ~- - - -- _::~--
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Sign Valuation
Council District
Construction
Type
Residence
Business
other
,New
Repa,i r
Remodel
,: " ' ' - -, - ~
-'"_.~
( ]
[X]
[ ]
[ ]
[ ]
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$400.00
Census Tract
Sq Feet
Inspections
Required
Zoning
Type
status
Code
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PI<~RM!T
D E PAR T MEN T
~============:=====~==============================================~==
Contractor
street
City
Phone
Representative
state License #
City License :#
Application Number 95AP08901
HANSON SIGN CO.
p.. 0, BOX C, WYCOFF' STATION
BREMER TON
(206) 373-6015
RANDY
HANSO! *221Jl
state WA
Zip 98312
Expiration Date 12/17/1995
Expiration Date
===~=====:==============================~============================
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Issue Date
Asse,ssoJ;" Acct :#
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Own.er - l.ast J.'I21me
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;...City
- Phone
'l'enant'sName
'Agent.s Name,
Architect's Name
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09/07/3,995
Al?pliciaticSfi Number
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project Gli~up
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,,8uildin~t' Contractor:
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,city
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State l...icense #
City t.,icense#
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Sign valuation
351'7 ARSENAL WAY
RHiNO LINIl'fGS
:; 51" ARSENAI~' Wly
BREMERTON
(206)
First
state WA ~ip 98310
Phone(206)
Phi:;the(206 )
'''~,
I' 1 Grading
[ ] Move Building
,[ 1 Mobi le~ome
[X] Sign ';'
[ ] Burning.
[ ] f./and CleaJi,
[ ) Paving,
[ ] Underground
[ ] Demolition
',11
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BANSON SIGN co.
P.O. BOX C, WtCOFF
aR~MERTON
(20G) 373-6015
RA1UlY , '
HANSOI*2,21Jl
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Expir'atiof} Dat~t12/1711995
, Expi ra.t i on' Oat..' '
$400.00
Council District
. '. , ' " -. .,' ~ .
,-~----~---------------------~-~-~--------,---------
C.ensus Tract
Construction
Type
Sq Feet
Inspections'
Required
:,esidence f.[~ X']] Z;ning :.(,'":",, <7,',',,'" , :oun~ation [[ J],
" us. ness ,," ',,' 'ype }1' raml,:l1g,.
other [], In~ulation[ ]
New [ ]." 'Plumbing ( 1
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,Remodel [J Code, Wallbo,ard r J . ,
~~ditifocn " [ ) , " , 35 ' Final. " [X]
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AppliaationNu.mber 95AP08901
HANSON SrGtf 'CO.
,P.O. BOX,C,WYCOFF STATtON
DREMERTON
(206) 373-6015
RAN.DY
HANSOI*221Jl
St.ate W,A
,==.;;:: ::::=':;::: '=-,==.C',;;;"':2
Zip Sl'$312
Exp:[ration Date:'12/17/1995
Expi ration Date! ' ,
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Project #
9.:5/1 P tJ J 90 / Date Received:
9/1 cP.,/ 9' 5 Pre-submittal meeting date:
ROUTING SflEET
9/1195'
""
Application Review date:
Date accepted as complete:
N/A
Building
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Date permit application is approved or denied:
Date applicant is advised of approval by phone:
by mail:
Date applicant received permit:
OTHER PERk/ITS
REQ'D'!
Y/N
1.":(:"
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Fire
.::.'..'....,..'RANn~lJPQPY:$JJAFf,.
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Fire
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Land Use
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of
LOG SI1EET
ADDRESS: ApPLICATION No.
DATE COMMENTS
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N T
===:=================================================================
,Je
Application Date 09/06/1995
Issue Date 09/07/1995
Assessor Acct # ;';'I./,,/..:t. -o'!s7'" 6'()O V
Site Location 3517 ARSENAL WAY
Owner - Last Name KIBO BUILDING
- Street 3517 ARSENAL WAY
- city BREMERTON
- Phone (206)
Tenant's Name
Agentfs Name
Architectts Name
[X] Building
[ ] Mechanical
[ ] Plumbing
Building Contractor:
Contractor
street
City
Phone
RepreSlentative
state""'f~cense #
City' License #
[ ] Grading
[ ] Move Building
[ ] Mobile Home
,Application Number 95AP08894
Permit Number 16542
Pro:iect Group
First MI
state WA Zip 98310
Phone(206)
Phone(206)
( ]
[ ]
[ ]
Sign
Burning
r~and Cl ear
[ J Paving
[ ] Underground.
[ J Demolition
AI..ARM CENTER INC
4500 3RD AVE SE{POB 3407)
LACEY
(360) 786-0404 state WA Zip 985030407
ALARMC!05SCW
Expiration Date 02/16/1997
Expiration Date
Nature of Work:
Fire alarms for tenant improvement.
Building Valuation
Council District
Construction
Type
Residence
Business
Other
New
Repair
Remodel
Addition
[ ]
[X]
[ ]
[ ]
[ ]
[ ]
[ ,1
i-''''
$3200.00
Census Tract
Sq Feet
Zoning
Type
\
stat us
Code
Inspections
Required
~~~~----------~--~-------~~---~-------~-~-,------~------~-~-~~~~~~~-~-
12
Foundation r J
Framing [J
Insulat.ion [ ]
Plumbing []
Mecha:ni cat [ ]
Wallboard []
Final [X]
Received By: (' A~ ~-l/'- Approved By: '
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Application Number 95AP08894
Permit Number 16542
FIRE tl' __ ~ iii 1> " " :I- IP ~ t fI. 111 (lit!.. It " ~ III ~ '" ~ <J <II '" /} '" Il1 !l .. . II " jI ~ (l .. <I .') '" 'lI
Approved with notes on plans".,..,
Acceptance test required whenbomplete.
=====================================================================
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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 [mancial
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 local law regulating construction or the performance of construction.
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Signature
Date
Permit Number
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PER M I T
A P P L I CAT ION
Application Da'te
Issue Date
Assess6rAc,ct . #
S1 te Lo'cation
Owner - Last Name
- street
- City
- Phone
Tenant's Name
Agerit'sName
Architect's Name
[X] Building
[ ] Mechanical
[,] Plumbing
09/06/1995 ,Appl ication Number
- , "t(} Permit Number
Z ~t./ tJl-~-/)$7"&::;()ItJ 1'" Pr9 ject Group.
3511 ARSENAL WAY ,
KIBO BUILDING
3517 ARSENAL, WAY
BREMEETON
( 206 )
95AP08894
First
MI
State WA
~ip 98310
Phone{2o'6)
Phbne(206)
r ] Gra,dirig [ ] Sign '[ ] Paving
L
r ] Move Building [ ; 1 Burning ( ] Underground
L
[ ] Mobile Home [ ] Land,Cl ear [ ] Demolitio.n
. ,",.,. ',' ,.
--~----~,-,-------------------------------------------------------~-----
. -....
Building C:ontractor:
Contractor
Strl:!et
.ci ty
Phone
Represent~ati '.Ie
State License #
City License #
ALARM CENTER INC
4500 3RD AVE SE(POB
LACEY
(360) 786-0404
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State WAZip98S:030 407
ALARMCI055CW
Expir~tion Date01/l6j1997
,Expiration Date
Nature of Work:
Fire alarms for tenant improvement~
Building V~luatirin
$3200.00
Council District
--------------------------------------_.~-----_._-------------:---------
Census Tract.
Construction
Type
Residence
Busines.s
Other
New
SqFeet'
Inspections
Required
Zoning
Type
Foundation
Framing
Insulation
Plumbing
M'echanical
Wallboard,
Final
[ ]
[ ]
[ ]
[ ]
[ J
[ ]
, [X]
Status
CO,de
12
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$ 63.00 e 63.00
a '3. t./()'~ -()~7...~t.~\::)1
,;; .00
other Fees
$ .00
Z oni:ng :Fees
(:~
1'1"1
6;3.00
, '
==~=~~ ~S=2Z=%=,~=~=~===
62LOO
$
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Sep 06, 1995
Plan GheakFees Amount P~:dd
$ 40.95 $ 40.95
$
.00
$ .00
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$ 40.95
62-345.8300
$
40.95
Gen Payment $
Ot.her Fees $
Gi/ty 5ur--qhl'lrge$
~~U.{}9
ffit
643-
I"'.
'I' () t: a 11,./ $
Amount~1atd $
:Prior Payment $
BaJa,:ndeDue
On 09/06/1995
For f95APOB894
"",
R
REGISTEREO,ASPRQVIPEO SV lAW AS A: ' ,:
r ". . " ., - . < ' , _ ~.. "."
Ii
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SIGNATURE
I
ISSUE~ DEPARTMENT OF LABOR AND INDUSTRIES
V
APPUCANT: 0 OWNER ~ONTRAcrOR 0 OTHER~
SITE ADDRESS: ~Sl, Afl. SrNAL tr' 4'1
OWNER; Aut fhtrA- i,<..f(t.li, Ss I J<,' 8 0 ~ ~.
I
CONTRACTOR: h.R... ftlt.€. t <;; iU..UtAT'r'
CONTRACTOR UCENSE: !tt.AItMG.LtJ?f/?t;'Ct..J
CONTACT PERSON: ;)~t.s ' Fos~i.rr
COUNTY ASSESSOR PARCEL #:
AD DRESS:
ADDRESS: r. o. ~()"
EXPfRA nON DATE:
;31.. } I...,;+(,i r I WA. 'fk~-o~ - 13 " 3
z../,~ /17
" I
(-'>(,0) 78(0-- 0464
./
CONTACT PHONE;
o SFR 0 DUPLEX
D SIGN 0 DEMO
o NEW 0 REPA1R
o MDL TI-FAMIL y D BUSINESS 0 OTHE~:
o MOVE BLDG. D ,MOBILE 0 GRADING(ych):
0' RE.\1ODEL D,ADDITION 0 OTHE~
INTENDED' USE:
ZONING cu.sstFiC\TION: COUNCIL DISTRlcr:
dtA-v III A f't/Y){)()
NATURE OF WORK PROPOSED:
SQUARE FOOTAGE: Dwemn~
Gat'%~ Deda:
%%im~VAtU&tr()~IMiit~r.tlInf'!:N;:RElImF"eE.~~;i~~;;=;~~~~:~~M:SJJR€HARGE$@:::::l~::lI1;HMMrQTAl;:FE:E:$M;M*t
s ;z. s S ENERGY: S50.00 S
7Z00. 00 STATE: $4.50
CI1Y: $5.00
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 rerumed to the applica.nt 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 requ~t by the applicant showing that circumstances beyond the control of the
applicant have prevented. action from being eaken. 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 th'! above information is correa to the best of my knowledge.
APPUCmT'SSI,GNATU, RE:~=- ~ . DATh .,!re/K
. ~. f
~
'-"/ "-<i-'.~
B REM E R TON
" H'-"l
1
B U I L DIN G
D E PAR T MEN T
PER M. ! T
A P P L reA T ION
~--~~~-----~~----~-----~--~~-----~----~------~--~---~-----~-~--~~~-~-
---------~~---~-~~---~-~~~~------~~----~-~---~~----------~-------~~-~
t
!
I
!
t
r
Application Date
Issue Date
Assessor Acct #
Site Location
Owner - Last Name
- street
- City
-, Phone
Tenant's Name
Agent's Name
Architect's Name
i i( ] , "'1 d .
I._~. Eu:!.. ,,1D.g
( ] ,Mechanical
[ ] Plumbing
Building Contractor:
Contractor
street
City
Phone
Representative
state License #
city License if
Nature of Work:
Fire alarms for
{) (Jt w/(tf!6
Building Valuation
09/06/1995
Application Number 95AP08894
Permit Number
Project Group
3517 ARSENAL WAY
KIBO BUILDING
3517 ARSENAL WAY
BREMER TON
(2(6)
First MI
state WA Zip 98310 '
Phone(206)
Phone(206)
[ ] Grading
[ ] Move Building
[ ] Mobile Home
[ ]
[ ]
[ ]
Sign
Burning
Land Clear
[ ] Paving
[ ] Underground
[ :I Demolition
ALARM CENTER INC
4500 3RD AVE SE(POB 3407)
I.ACEY
(360) 786-0404 state WA Zip 985030407
ALARMCI055CW
Expiration Date 02/16/1997
Expiration Dat.e
tenl;~rovement .
Q/'/i:i5
G)~ 7657 ~. ~A~ ~Iek
$3200,00
Council District.
--_.~--~~------~--~--------,-----~~--~----------------~~------~--------
Census Tract
Construction
Type
Sq Feet
Inspections
Requi
Residence [ ] Zoning Foundation [ ] .
ausiness [X] Type Framing [)
other [] Insulation ( ]
New r J Plumbing [)
R.pair [] status Mechanical [ ]
Remodel [] Code Wall board [ ]
~;r1 ::~~~tf1=~ ======== ======== =:: = = = == ===:::::======~: ~==
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'I
~ SILENT
~ ~~~~~
COMMERCIAL
FIRE ALARMS
FEATURES:
8 zones, expandable to 16, The 6 style A (class
B) and 2 style 0 (class A) zones are
interchangeable using the Model 7181 Zone
Converter.
Expander zones are Style A (class B), Zone
styles can be interchanged using the Model 7181
Zone Converter.
Fuseless design,
Field selectable, 24 or 12 VDC,
5 amp current output.
Compatible with 2- and 4-wi.re smoke detectors
as well as water flow and sounding devices.
Easy to install, program and service.
Four supervised signal circuits,
Smoke verification, pre-alarm delay, and cross-
zoning minimize false alarms,
Four general purpose relays (2.5A form C).
Built-in approved digital communicator.
Up/downloading (reduces service calls).
No programmer required. Program from remote
annunciator,
Accu-Zone'" diagnostics.
DESCRIPTION:
The Silent Knight Model 5207 is an all-in-one fuse less
local fire evacuation control panel and digital
communicator designed for applications requiring
manual fire alarm, automatic fire alarm and water flow for
sprinkler system supervision, The basic unit offers fire
alarm for one to eight zones, expandable to 16 with the
optional 5210 expansion module. It is compatible with
both 2- and 4-wire smoke deteetors, Compaet, easy to
install and service, it delivers the features you'd expect to
find in fire systems costing much more,
During normal operation, the 5207 eonstantly ehecks
smoke and other sensing devices for fire conditions, It also
conducts system checks to determine if any troubles, or
,/
FILE
5207
system problems, exist. If the 5207 encounters a fire or
trouble condition, it sends a report to a central monitoring
station, and, typically, sounds an audible warning in the
local area,
The 5207's microprocessor constantly runs programs to
check inputs and carry out other routine functions, If the
program ever stops running, a watchdog circuit will detect
it and reset microprocessors to resume normal operations,
The Model 5207 conducts an automatic self-test every 24
hours-at a time you select-and sends a report to the
central station,
Other features of the system include English-language
remote annunciation simpi:fying "Step Programming" of
custom options, Remote downloading of system
configurations can eliminate the expense of sending out a
service technician for reprogramming. Built-in fire drill
procedure, The exclusive Accu-Zone'" feature measures
and displays zone voltages, so you can set up and test the
system without separate testing equipment. Fuseless
circuit board design eliminates one of the most likely
causes for service calls,
PROGRAMMING
5521
On-site programming is available through the optional
Model 5521 Desktop Programmer or through any remote
annunciator,
Remote programming can be accomplished through the
use of 5521 programmer and 5530 modem, or through the
use of an IBM or compatible personal computer and the
Model 5541 Downloading Software (requires the Model
5530 Downloading Modem).
More than 60 programmable options for customizing
system configurations and end-user features, including
zone type (fire, panic, tamper, sprinkler, water, heat, cold,
local); zone options (pre-alarm delayed, smoke verification
delayed, shuntable); and zone location de~ip\f1f~:;~
Programmable dialer options includ,e total ~~~f,11btJ,','.,'", 'f~,i;\,'
reporting attempts, Touch-Tone"" or dial tone P!ii0~,~l>. :i
or two telephone lines, Several time delay' features,
including number of seconds to alarm in pre-alarm, smoke
delay conditions, number of hours before loss of AC hours
report, and 24-hour test time, can be programmed,
ZONE EXPANSION
The optional Model 5210 Zone Expander doubles the
number of zones available to the 5207 from 8 to 16, The
5210 adds 8 additional style A (class B) zones to the 5207,
enabling use of both 2- and 4-wire smoke detectors,
Voltage Ranges: Using 24-VDC power: 17,8-27.4 VDC,
Using 12- VDC power: 8,5-11,8 VDC,
5210
ANNUNCIATION
The 5207 includes an annunciator/digital programmer
inside the cabinet. Its six LEDs (for alarm, trouble,
silenced, AC/low battery, event memory, time set/reporting)
are visible without opening the cabinet. The programmer
allows for easy operation of all functions. It features dual
seven-segment display and fourteen uniquely assigned
function keys, Keys are: ENTER,CLEAR, SILENCE,
SHUNT and 0-9 used for ALARM RESET, CLEAR ALARM
MEMORY, DIALER REST, REQUEST DOWNLOAD,
DISPLAY MEMORY, DISPLAY TROUBLES, SET DATE
and SET TIME,
Remote annunciation is available through the Model 5230,
This four-wire, 16-zone remote annunciator is easy to
operate, Its fourteen function keys can perform the same
operations as the main system annunciator, including
silencing, resetting, programming, and displaying of alarms,
troubles and alarm memory,
Features include LCD display, backlighting, English-
language annunciation,
Up to seven 5230s can be attached to one 5207, Standby
current draw per 5230 is 60 mA, alarm current is 120 mA.
POWER
~Ft'Ni5'RMAC""'''''07'
,
FIRE ALARM
ANNUNCIATOR
'1111111111_. ~
1111111111.' 18 '""" """H'
""f_,l;"lrr-. -....,T..,~"
~
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5230
COMMUNICATIONS/REPORTING
The 5207 is equipped with an approved digital dialer
which has the ability to seize the telephone line(s) to report
alarms and troubles to a central station. It can supervise
the telephone lines and activate a trouble-alert if a line
failure is sustained for 45 seconds or longer, Other
communications/reporting features include: Built-in ring
detector; re-try ifcommunication failed; fail-to communicate
output; one or two phone lines option; up to four phone
number capability (plus computer phone for downloading);
Touch-Tone@ and rotary compatible,
The 5207 is compatible with all major reporting formats
including SIA (security industry standard), SK, FSK,SK 4/
2, Radionics BFSK. Format selectable by account number,
SPECIFICATIONS
ELECTRICAL SPECIFICATIONS:
Primary AC: 120 VRMS at 60 HZ, 2A
. Total Accessory Load: 5A at 24 VDC
6A at 12 VDC
INDICATOR LIGHTS:
AC/DC POWER (Green) - On when system is running
on AC power; flashes when using DC,
. ALARM (Red) - On for supervisory alarm; flashes for fire
alarm,
. TROUBLE (Yellow) - On when trouble condition exists.
. SILENCED (Yellow) - On when alarm or trouble has
been silenced but not yet cleared.
. EVENT MEMORY (Yellow) - On when an alarm condition
has been reset.
. SET MODE/REPORT (Yellow) - On when system is in
test or program mode, including DatelTime set mode.
Flashes when system is reporting.
MECHANICAL SPECIFICATIONS:
. Dimensions: 16" W x 26.4" H x 4" 0
(40.6cm W x 67cm H x 10.2cm D)
. Weight: 25 Ibs,
(11.4 kg,)
. Color: red
TELEPHONE REQUIREMENTS:
. FCC Registration #: AC6USA-65475-AL-E
. Type of Jack: RJ31 X (2 required)
APPROVALS:
. UL Listed
. FM Approved
. CFM Approved
. New York City (BSA)
. NFPA 71 - Central Station Reporting
72A - Local Protective Signaling System
72B - City Box
72C - Polarity Reversal
720 - Proprietary Protective Signaling System
OPTIONAL ACCESSORIES
Model 4180 Status Display Module
Provides 16 outputs to give alarm and trouble conditions
by zone. Two units can be connected to annunciate all 16
zones on a 5207 control. Can be used to drive LED or
graphic annunciators,
Model 7181 Fire Zone Convertor
Converts Style A zones to Style 0 and vice versa.
.
'/
\
5220 Direct Connect Module
Used for City Box and polarity reversing direct wire
applications,
~SILENT &-2766 tiI."\ ~~~r.~~l!:"R8
KNIGHT ~'!.".
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MDOEl52Z0 NO-.-c~ I
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MUIIllIJM RAflllln ~ ~ l11/OUS I UI~
MAXIMUMCOIlRlSISl1llU 3lIQtllil$ F{lAlll$nlUlI01lIllSHWCflO.S
INTENOED FOFl COIOlfCTI(IM ro Al'Ol.AJI'lTY llfV[RUl. CIRCUlt Of" RUfA 10 M.l.JtlJll "1I1~. OR
:~~I~1JMSZ~~~:I~~~~a tJ:~=1Mi toMf'totl8U IWUllia. &ll1l1JlDUM P" 1~~
MUIMUMIUTl..$._ .2fIlOll)IIC llflll iltllItllUSl P1t1216~
~
.
.
,
5530 Downloading Modem
SIA format modem for remote programming of 5207 and
other Silent Knight controls,
r~~,lii~1
>r;1~'J,'.J"";.'"_"i-n ;
5541 Downloading Software
For remote programming with IBM PC and compatible
computers. Can be used with 5207 and other Silent Knight
produets. Requires 5530 modem,
5260 Printer Interface
Allows connection of astandard computer printerto provide
a printed record of 5207 system activity. Simple plug-in
connection, (Printer not supplied by Silent Knight.)
ARCHITECT/ENGINEER SPECIFICATIONS
The contractor shall provide a complete electrically supervised
fire alarm and communications system. The system shall
contain a fire alarm control/communicator and panel to
supervise and operate heat and smoke detection devices, alarm
signal devices, visual annunciators and an integral digital
communicator to transmit fire alarrn and supervisory signals to
a central station, The control/communicator shall be UL Listed
or FM approved for use under NFPA 71, 72A, 72B, 72C and 72D
standards, It shall provide power and control for eight supervised
detection zones, four supervised alarm signal circuits and a
digital communicator. The control/communicator shall be
expandable to sixteen supervised detection zones and shall be
able to communicate to a central station in SIA, SK FSK1 , SK 4/
2 or Radionics BFSK formats, The control/communicator shall
be Silent Knight Model 5207 or approved equal.
There shall be two Style D and six Style A detection zones, They
shall accommodate heat detectors, products of combustion
detectors, manual pull stations, sprinklerflow switches and gate
valve supervisory switches intermixed as desired and permitted
by NFPA 71, 72A, 728, 72C, and 720, Products of combustion
detection may be either 2- or 4-wire and shall be cross listed by
UL for use on the system, The detection zones shall be
programmed to (1) be cross zones so that two adjacent detectors
must sense products of combustion, (2) automatically reset a
detector to verify that smoke exists, (3) see a single detector in
alarm-before the alarm is sounded and a signal is transmitted
to the central station, .
There shall be four 1 amp supervised alarm signal circuits. They
shall cause the bells/horns to ring steady/pulsing/temporal
throughout the premises until reset or silenced,
The control shall be equipped with four auxiliary relays that shall
be programmed to operate on (1) alarm, (2) zone trouble, (3)
SUNS -...,.
-
'(IOIId~It)
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SIAM_lIU\.lof
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.'ZON<'INPUTS >'SllEIIT KIIIGHT
2 srru; 0 (CUSS") ,",',: '
. STYlE.. (CUSS.), ~h;:;,'lolqD~l5207
~ '~:~: ;:J_tT!~i~~R(::CO~IROL
,,):-~t~~~:\;; ::;~ND-' " . U :
,COMMUNICATOR
f'lIIICZOICClIliNU!p
":"" ~itt~ii ,': .~~
supervisory, (4) supervisory trouble, (5) system trouble, The
relays shall maintain contact until cleared,
The control/communicator shall have an integral annunciator to
indicate sequentially zones in alarm, zones in trouble, and
system functions, LEDs shall augment the display to make clear
to an operator the system status, An integral touchpad shall be
provided to operate, set up, and interrogate the system, Vital
operations such as alarm silencing or reset shall be simple and
obvious to an operator.
The control/communicator shall have the capability to supervise
two telephone lines, seize the phone line, and send the alarm
signal on one or both lines without the addition of any more
equipment. It shall sound a local trouble signal if the telephone
service is interrupted for longer that 45 seconds and it shall
transmit a signal indicating the loss of phone line service to the
central station over the remaining phone line, A signal shall also
be transmitted indicating the restoral of phone service, The
control/communicator shall be able to report the loss of either
phone line without regard to which phone line failed first. If both
lines fail, a local signal shall sound,
The control/communicator shall have the ability to send a test
signal to the central station every 24 hours, The test signal shall
be able to be transmitted at a specific time of day or night by
setting a program within the panel.
The alarm signals transmitted to the central station shall indicate
which of the eight zones is in alarm and which zones are in
trouble, Restoral from alarm or trouble shall also be transmitted
by zone, The control/communicator shall be capable of
communicating to Silent Knight, Radionics or Ademco central
station receivers,
Touchpad
.. PROGRAliIWABLE. GENERAl
PURPOSE RllAYS (F'ORM C)
.. ~JMUD
~('.CUlT5
:,'-::';,;,-<~>:~:i~_;;~:(,,-),;~;,:-.~<_'_.;:-:' _: :.-): '_-, ,',-- ,',
MODEL 529I:BLOCK DIAGRAM
LIGHTNING PROTECTION: Silent Knight guarantees this product against lightning strikes! We will repair or
replaee the Silent Knight equipment, if necessary, should lightning disable it during the one-year warranty period, It's just
another reason why Silent Knight has been a nationwide leader in electronie security for 25 years.
r?!! SILENT
IU ~~~~::2"
7550 Meridian Circle, Maple Grove, MN 55369-4927
1-800-446-6444 or in Minnesota (612) 493-6435
FAX: (612) 493-6475
THE QUAUTY EDGE
MADE IN
AMERICA
form #150376 (Rev 4/92)
.
\,,\, \.
'~ '~') ~
, 1
MODEL 1400 2-WJRE
IONIZA nON DETECTOR
THIS NEW GENERATION OF SYSTEM SENSOR/BRK SMOKE DETECTOR
INCORPORATES STATE-OF-THE-ART SENSING TECHNOLOGY AND
THE MOST COMPREHENSIVE FEATURE PACKAGE EVER OFFERED.
Tne 400 Series"" ionization type smoke detectors are specially designed to meet the stringent
performance requirements of industrial and municipal fire detection/alarm systems. The design of
these detectors emphasizes ease of installation and field maintenance.
· Unique dual unipolar sensor
- Provides exceptional stability
- Factory preset at 1.5% nominal sensitivity
- Withstands wind gusts up to 2500
feet-per-minute without false alarming
· Removable cover for field cleaning
· Visible LED "blinks" in standby
· Sealed against dirt, insects and back pressure
· 3 year warranty
· 8.5-35 VOC operating range
All 400 Series"" ionization smoke detectors
contain a unique dual source, dual unipolar
chamber detection design which will sense the
presence of smoke particles produced by fast
combustion as well as slow smoldering fires.
This chamber exhibits increased stability,
significant1y reduces nuisance alarms and
· Field metering of detector sensitivity
· Built-in test switch
· Low standby current
· Built-in tamper-resistant feature
· Designed for direct surface or
electrical box mounting
· Remote l i=D option
· I nsect-resistant screening
(.020" /..508mmopenings)
· SEMS screws for easy wiring
provides better performance at higher air
velocities. The 400 Series'" is designed to meet
the performance criteria required by,
U.UU.LG.. Additional key features include a
blinking LED standby status indicator, an easily
visible alarm indication and provision for
convenient field test and metering.
~
cc.eo_
~
Mode4 1400 Ionization. Duai Source,
Dual Chamber, Unipolar
Genet'3l ~eciftC3dons;
1400
ContrOl Panel Aoplicatlons:
Visual LEO Local AJatm:
Remole LED Annunciator
CapaOliity:
Operating Voltage Range:
Current Limits
al Slancltly (max..):
bl Alarm CIJITent (typ.):
c) Alarm Current (max.):
Alarm Signal:
2-wire
YES
YES
as-.35VOC
lOOuA
See NOTE
See NOTE
Shunt on
power leadS
NOTE; Two-wire control panels must
limit current to lOOmA or less.
Agency Ustings:
U.L 5911
CSFM 7256-1209:102
BS&A 1539-88-SA
~
"\.7 approved
The 400 Series t>, has been
designed to seal the
sensing chamber from
back pressure air flow,
dust. dirt. and insects. The
back at the detector is
sealed and the chamber is
protected by a fine mesh
(.020"/.508 mm) screen. If
cleaning is required, it is
easy to remove the cover
(with a tool) and obtain
access to the screen and
chamber to perform a
thorough cleaning.
~
n:sr SlIIInOf
/~=
~
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"'" Q r "AX. Qt.ot.WE1'9I lOC:l..
HOW TO ORDER
1400
RA400
M00400
156-279-XX
156-407-XX
Ionization detector. 2 wire. surface mount.
Remote annunciator (LED).
Fjeld test module
Installation instructions for 1400 series detectors.
Applications m~uaf for system smoKe detectors.
SYSTEM SENSOR
A DIVISION OFBRK
780 McC1ure Road- Aurora., IL 60504 · (312) 851-5000
u
(-S_ SeNor 0;'. 1989)
r
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Architectural/Engineering Specifications
The defector snail /lave.. dual cl1amoer IOntZ3110n sensor ot tne
dual uOIOOlar rypot. The sensor snail nave .. flOlTJlnal Sl!nSltivlIy
01 1,S"'utt.. a$ measured,n J UL ;moke bOx. II snall Oe ~Ole
co perlorm a C3IlOraIed sensJlivuy and .,ertormance tesl on tne
dl!feaor WlInOut me need at generating smoke. Th e resl
metnocl snail Ie$( all detealll' circuItS.
The defector snail 'ncorpor3fe a SOlid stale vOllage regulator
wl11Ct1 can mau1taJn dlKecuan senstivtcy, ovet' an ,ncut VOltage
range 01 a5-JS voe. SIancby current snail be no more tnan
100 mlCrOalT1p$. Cunem limoting snau prolaa tne deteaor
agaInSt power surgeS anc2 nllI$I! pl'Ol1lC%ion =.try snail
pnxect tI'le defectOr SO il can be ....rea witMOUI condUIt. wnere
coaes allOW.
The defector snail have a mounting btacltlK tI'lat allows tor
direct surlace mounting or mountinq to a J~i - or ~- octagon
box..
A visual indic300n ot an alarm sI'IaIl be provided by a latd1ing
ligl'lt emotting diode (1..ED1 on tI'le detec:or wmCtl may !le saen
at ground leweI. 111lastles i?WfJry ten seconas inaicatlng lnat
~ 1$ aQQIied 10 me d~or.
The ..cs.OIe aIann sagnaI snail De ~ at remOle LED
anl1<Jl1Qalion.
A soeoat rest meter snail be avallaCle 10 cned\ me sensltN.ty 01
tne Cel:ector, ,lAelenng ~:s tor :ne test meter snail be
aa:es:s.OIe on me extenor at tne defector.
The defector snalI not atarmwnen exposed to w.na guslS up to
2SOO feet pet' _e.
The detector scnoen ana ctlWf' ~0Iy snouid !le easily
remo.aOle tor tietd deanmg..
Wtrrt connections an! macle !ly clamOlnq ;llate ana SC'"!lW,
Distributed by:
TM
C~~
-
.
("
BG-8
Manual Fire Alarm Station
GENERAL
The BG-a Manual Flre Alarm Pull Station provides a single
action. nonnally-open contaCt a.l.ann initiating point for use
with FIre Alarm Control Panels.
r
FEATURES
(
',,--
. Sturdy metal consl1Uction.
. Simple opernLion.
. Operation does not require replacement of pans.
. Drawing of flames on cover helps communicate pw-posc of
this device to people who do not read English words.
. Desi i!ted to prevent false alarms w hen bumped. si1a1cen. or
jarred.
APPUCA TI0NS
Designed for indoor use in aanospheres which are not poten-
tially explosive. Usc as a means of ailowing anyone on che
premises to 0Jm in non-oxied alarm quickly without chance of
error. There is no need for delay. There is no danger of giving
incorrect or incomplete instruction. Typical uses include:
L Schools.
2. Hospitals.
3. Retail stores.
4. Industrial plants.
5. Warehouses.
Compatible with any appropriate control panel to:
L Initiate local alarm signals.
2. Trip a municipal fire alarm box.
3. Start fire pumps..
4. Any ocher function tbat C3D be initiated or controlled by
the closing of a switch contact.
,OPERATION
Stations are non-bte3k-glass operation.
The stations are operated by a pull on the pull cover. This causes
a key latch to act against a retaining me:chani'mJ mull adequate
force is applied to, open che station. As, the S13tion opens. a
switcJ1 is released to initiate an aiann. The retainer in Model
BG-a is a pennanent high tenSile coil spring. wbich eliminates
the need fora glass retainer. When soaperat.ed., !he cover hangs
down (and c:mnot be made to stay in a closed position) indicat-
ing tha1thestation was used to turn in d1e a1amL (OPERATED
STATIONS CAN BE SEEN UP TO 100 FEET AWAY.)
Resetting is easily accomplished by use of a reset key.
€r~f;~~
@)
Flre-lJTe@ ALarmS
IncOrporaTeo
@
S711
BG-8Manual Fin Alarm SJatUm
(Shown full size)
12 C:intonvlUe Road
NOl1nrorcr. C"nnectrcuc 06472
::lhone: ,203) 484-7161
FAX: '203\-184-7118
~.
1'.' 0/2
.luly12.1991
i__.._........_. .~___
The attractive design of the stations highlight its engineered
simplicity and unusual,dependability; bumping. shaking. or
jarring will not activate the switdior circuit. lnstroaions for
~:Of.~~:~,~~~::~',IJ.?~:~~:~ ,~:;r,~~,',
, '
" ,
The BG-8 Stall?n is die-[o~ed from 1/8"tbid: sarin finisb
aluminum. with the operating instructions in raised le:uers.
Stations come in surface mounting models only.
8G-8 contacts rated at: 1 amp.. 30 V AC. and 30 VDC.
Master key fits all stations used in an installation of the same
senes.
INSTALLATION
The station moWl(S with two screws (supplied) to a srandard
sing1e.-gang.electricatswitch box. It C3l1 also be ni~un~ to a
,~ac,emoURtpOx:':, ":''-: ," _;<' ; ,',.. . " ,:.' ,
PRODUCT UNE INFORMATION
/::;, Mot1~,No~'
:, , ',,' "'escn'pti'on ,.' ,
. . 1:..1 ... .
..- . . . -.. ..
. . . " .. -
. . '. . . ~- .- .
,:,("
BG-8
, Manual Frre Alarm Pull
Station. Single action.
Normally~pen contact.
BG-2-R
Surface mounting
Back-Box for BG-8
series stations. One end
rapped for 1/2" conduit.
Coloris,red.. '
,:::: <'::>. BG~ta~R", :.. > :S~c:'~-B.G~2~R~'except
" both endS'tapped for
1/2" conduit. Color is
red.
o
@
From previous
station or: fire
alann control
paneL
To next
station or
end-of-line
device..
o
BG-2b-R
GR...l'
'. Same as BG- 2-R., except
~ne end tapped for 3/4"
conduit. Color is red.
Re 'lacementGlass
p" ';' ,',,'
Ret3iiier fOrBG~
c
BG-8 Manual Fire Alarm Stalion
(Rear View)
<
~
ARCHITECT/ENGINEERING
SPEC1FJCA TlONS
Manual r1Ie A1ann Stations shall be oon-code non-
break-glass type. equipment ~ith a.key operated reset,
. ....... ~._n~__.. ..':' ~::~~~:sod~gpe4tl13tat;ter~Em~~on~:.
" :::"':':: :.-' ';":.~.',: :,-,:' "':" '" ... ,....:.', : tiieYcaimcitbe~1Orionnan:i<:eptbyuseora.iiey~ ,:
An operated station shall be designed such !.bat upon
activario~ it will be visually detectable at a minimwn
distance of one hundred feet. front oc side.. Manual
Stations shall be constrUcted of die-formed aluminwn.
with apernting di.r'eCuODSfJIQvidedon the front cover in
raised leUClS. The word'FtRE'shall appear on the front
of the stations in raised letters. five-eigbIs inch high or
~ larger. Stations shall be suitable for sn:xface mounting
f on matching back-box. or semi-flush mounting on a
: '.' :, ',' :6,:,~" ' ",.,...::,..:, ,:,:",=~~~:r.:S:QDrc:.!:;~~n:,: . ' ' ..,
'.' ",f-~<:1":"':::.: ,;=~~~::StiiiOOS"
We tty to keep our product iDfonnation 1Ip"to-date and ac:cmau. We cannot cover syecific appJicatioD5 or antidpa~
a.I1 requirements. .-\.11 specifications are subject to cbange without notice. For more information. contact Flre-ure '
OF-50628
=::dwardsR 2808 Series
Heat Detectors
. RA TE-OF-RISE AND
FIXED TEMPERATURE
. USE FOR PROPERTY PROTECTION ONLY
. FM (FACTORY MUTUAL) APPROVED
· UL LISTED
FEA TURES
· WHITE-blend with ceiling, . lOW PROFILE-with
wlae base covering mounting plate and box, . POSI-
TIVE OPERATING INDICATION-when fixed tem-
perature element is activated, center disc falls free from
detector, (Detector replacement is required) · ON SITE
TESTING-rate-of-rise feature is automatically self-
resroring permitting on site testing of this feature,
. EASY INSTALLATION-twist and it locks in place:
same mounting plate for 3'2 or 4 inch octagon box. or
open mounting. Terminals clearly marked, . WIDE
SPACING-50 foot centers on rate-of-rise and fixed
temperature units, (See Specification Table for details)
DESCRIPTION
Heat Detectors are available with 135 or 194 degree
Fahrenheit ratings: in fixed. or fixed and rate-of-rise
temperature operation with single circuit normally
open contacts,
The Heat Detector is available With either a metal or
white plastic reversible mounting plate, (See Note '1),
Both the metal plate (see below) and plastic plate (See
page E24) can be used for either flush or surface
mounting,
Skirt - Cat. No, 6253
Decorative enclose to cover electrical box when surface
mounting the 280B-Pl (See Note '1) series Detector,
For use with standard 3'12" or 4" octagon boxes, 11.2"
deep, See page E24,
Contact ratings on all models are 3 amps @ 6 to 125 V AC,
1,0 amps @ 6 to 28 VDC, 0,3 amps @ 125 VDC, and ,01
amps @ 250 VDC,
Mlllmu. CQlengl
(NIfa 21
U.L
Tlm~.
Riling
of
HOTES
'1, For wnlle plasllc reversible mounting plate ,n place of stanOard metal olate, aOO
sullix . ,PL" 10 Cat. No, le,g, 2BHI-PLI.
2, MaXImum deteclor coverage has been determined by Ul to orovloe aelectlOn
I.me eQual 10 SOrlnl"er deVIces spaced allO-loot Intervals 1100 SQuare loot areal on
a smooth ceiling IS teet 9 Inches hIgh, Higher ceIlings can adversely affect
electIon lime In some instances, earlier detectIon may be Obtained by reouClng
he spacmg tiel ween detectors, See AppendiX C, GUide lor Automatic Detector
Spacing, NFPA 72E-1987, Automatic Fire Detectors, "
3, MaXImum distance shown IS Irom any wall partition or ceiling prOJection
extending down more than 12 inches,
4, Rate-ai-Rise rating IS 15oF/Min-Self-Restonng,
WARNING
1. DAN G ER - This device does not protect life agalnsHlre and
smoke. In most tires, hazardous levels of smoke, heat and
toxic gases can, build up before a heat detector would Initiate
an alarm. Independent studies indicate that heat detectors
should only be used when property protection alone is
involved. In cases where life safety is a factor, the use of smoke
detectors is recommended.
The intended use of the Edwards 280B Series Heat Detector Is
to provide one source of information that Is supplemental to
smoke detection to' increase the probability that an early
warning will be provided so that property can be safeguarded.
Heat detectors do not always detect fires because the fire may
be a, slow smoldenng, low heat type (producing smoke) or
because they may not be near where Ihe lire occurs, or
because the heat of the fire may bypass Ihem. This detector
will not detect oxygen levels, smoke, toxic gases, or flames.
Accordingly, this device shoufd only be used as a part of a
broadly b~edprogram of fire safety which would include a
variety of $ources of Information on heat and smoke levels,
visual slghl/ng of the lire, extinguishment systems, and other
safety measures.
If they are spaced in accordance with the above table, Ihey
can contribute, within an overall fire safety program, to
reducing, the risk of avoidable property losses. Under no
circumstances should these devices be relied on as Ihe sole
measure to ensure fire safety. Danger will result if these
devices are relied on to any degree lor the protection of
human life.
2. DANGER - This device does not contain a built-In signal.
Alarm signals can only be generated by interconnection with
separately installed signaling devices.
3. DANGER - This device will not operate without electrical
power, and fires otten cause culoffs of electrical power. This
device does not contain a battery backup power supply. If the
electrical circuit feeding Ihe device is cut, or is not providing
power for any reason, this device will not detect heat, or
provide any warning of a posslbleflre. Nor will it provide any
warning Ihat It is not functioning.
4. DANGER - The rale-of-rise feature on the Edwards 280B
Series Heat Detector is subject to failure over lime. The rate-
of-rise feature should be tested by a qualified fire protection
specialist annually to ensure that It Is in working order.
TO .-TAU. 0ETeCT0lI-
W.TOf NWlWS ON
DET'ElCTCR AND MOuNTING ELSCTRtCAl. BOX
~UPANOTURH' 1__' it
~',., J: I ID
e _' ______,::-11 l,"I~~~' / . .,,\\," . .
1351 ~~ ~...c:T!
FOlO &XPOS8)_
TO I'IEMCM DETECTOR- I =...=~
UI'T lolETA/. ANGER w"" I (~----l MOuNTING Pl.AT! IS
sc=-- ORIYER TIP ANO .., ' , "'OUlm TO
n.- 0ETECT0lI COUNTEA _ _ ACCOIMotODAT!
Cl.()CICWISE __ EXPOSEO_UOUNT
--~- .=..~
c.:.",','"
" ,"
," ,'- .
0.1-45"'
$.00
(127)
-lr-
21132_1.....
(17)
FRONT VIew
---
; Gl m,DrA "'TG
PlUCle ~ntlng Pf"'- ?'f -- -~
S"",,11ecl on -.PL" _.. See _ '1
'..-C-=:. : -eonSlons are In InCJ""es ana . mllll~e~erSl, SpeCifications subject to change without notice.
EB
ECWARCS . A UNIT OF GENERAL SIGNAL. FARMINGTON, CT 06032
l:COPYRIGHT 1990 EDWARDS
..
EdwardsQ 2808 Series
Heat ~etectors
. RA TE-OF-RISE AND
FIXED TEMPERATURE
. USE FOR PROPERTY PROTECTION ONLY
. FM (FACTORY MUTUAL) APPROVED
. UL LISTED
FEA TURES
. WHITE-blend with cerling, . LOW PROFILE-with
wloe base covering mounting plate and box, . POSI-
TIVE OPERATING INDICATION-when fixed tem-
perature element is activated, center disc falls free from
detector. (Detector replacement is required) · ON SITE
TESTING-rate-of-rise feature is automatically setf-
restoring permitting on site testing of this feature,
. EASY INST ALLA TION-twtst and it locks in place:
same mounting plate for 3' 2 or 4 inch octagon box, or
open mounting, Terminals clearly marked, · WIDE
SPACING-50 foot centers on rate-of-rise and fixed
temperature units, (See Specification Table for details)
DESCRIPTION
Heat Detectors are available with 135 or 194 degree
Fahrenheit ratings: in fixed, or fixed and rate-ai-rise
temperature operation with single circuit normally
open contacts,
The Heat Detector is available with either a metal or
white plastic reversible mounting plate, (See Note '1),
Both the metal plate (see below) and plastic plate (See
page E24) can be used lor either flush or surface
mounting,
Skirt - Cat. No, 6253
Decorative enclose to cover electrical box when surface
mounting the 280B-PL (See Note '1) series Detector
For use with standard 3'Y' or 4" octagon boxes, l1ez"
deep, See page E24,
Contact ratings on all models are 3 amps @ 6 to 125 V AC,
1,0 amps @ 6 to 28 VDC, 0,3 amps @ 125 VDC, and ,01
amps @ 250 VDC,
MlXlmu. Cavlnge
U.L Mal. IIlIlI ZI
U.L Amlllent MIl.
Number Normal RatHI-Rlu Temp, Ceiling Ollllnca
III Cond. 01 (Note 41 or Rallng Temp. lrom WaU
,en Ha.' Circuits Contaell Fixed T emlL of Rating 0 F Sq. Fl SpacllllJ (Note 31
--
2818 1 Open AOA & Fixed 135 100
--
282B 1 Open AOA & Fixed 194 150 2.500 fJ1 25'
--
2838 1 Open Fixed 135 100
--
ZIJ.48 1 Open Fixed 194 150
HOTES
'1, For wnlte plastIC reversible mountIng plate In place at slandard metal plare, add
sutfix ',Pl-IO Car, No, le,g, 281B-Pl),
2, MaXimum detector coverage has been determrned by Ul 10 prOVIde oetectlon
time eQual to sOllnl<ler deVIces spaced atlO-tool intervals 1100 sQuare fOOl areal on
a smoorh ceIling 15 feel 9 Inches high, Higher ceilings can adversely atfect
, delectlOn time In some Instances, earlier detection may be ootalned by redUCing
the spacing belween detectors, See Appendix C, Guide,lor AUlOmatlc Detector
Spacing, NFPA 72E.1987, Aulomatlc Fire Detectors,
3, MaXimum distance shown is, from any wall partition or cetling protection
extending down more than 12 inches,
4, Rate-ai-Rise rallng IS l5oFIMin-Self-RestOllng,
WARNING
1. DAN G ER - This device does not protect life agalnstflre and
smoke. In most fires, hazardous levels of smoke, heat and
toxic gases can build up before a heat detector would Initiate
an alarm. Independent studies indicate that heat detectors
should only be used when property protection alone Is
inyolved.ln cases where life safety is a lactor, the use of smoke
detectors is recommended.
The intended use of the Edwards 280B Series Heat Detector Is
to provide one source of information that Is supplemental to
smoke detection to increase the probability that an early
warning will be provided so that property can be safeguarded.
Heat detectors do not always detect flres'because the fire may
be a slow smoldering, low heat type (producing smoke) or
because they may not be near where the fire occurs, or
because the heat of the fire may bypass them. This detector
will not detect oxygen levels, smoke, toxic gases, or flames.
Accordingly, this device should only be used as a part ot a
broadly based program of fire safety which would Include a
vartety of sources ,of information on heat and smoke levels.
visual sighting of tlte fire, extinguishment systems, and other
safety measures.
If they are spaced in accordance with the above table, they
can contribute, within an overall fire safety program, to
reducing the risk of avoidable property losses. Under no
circumstances should these devices be relied on as the sole
measure to ensure fire safety. Danger will result if these
devices are relied on to any degree for the protection of
human life.
2. DANGER - This device does not contain a built-in signal.
Alarm signals can only be generated by interconnection with
separately installed signaling devices.
3. DANGER - This device will not operate without electrical
power, and fires otten cause cutotfs of electrical power. This
device does not contain a battery backup power supply. If the
electrical circuit feeding the device Is cut, or is not providing
power for any reason, this device will not detect heat or
provide any warning ot a possible fire. Nor will it provide any
warning that It Is not functioning.
4. DANGER - The rat~ot-rise leature on the Edwards 280B
Series Heat Detector is subject to failure over time. The rate-
of-rise feature should be tested by a qualltled fire protection
specialist annually to ensure thatUlsln working order.
c:','"
~...
TO..r......~
w.TQf AAAOWS ON
DEnCt'OR AND WOUHTlNG ELECT1OICAl. BOX
~~UPANOTU""'~(_~! l
: , ------, ~~ It l~''--' ~~" .
r---=---_~-J 1_ _ u_ -=--- /
(~ ~~~~~~
FOI>EXPOSED_
TO_DETECTOR- I ='f=~
UFTIETALF1NGSlWfTH I (;':. ----I l.tOUNT1NGPlA~1S
SCREW OAIYER np ANI) -, ' I MOUlED TO
n.olN CETE:TOR COUNTER _ -... ACCOMMODAn
CUXXWISE _ _ ElCPOSED - MOUNT
__c-w_ ..::::.. "=-
21/32_ ....
t17)
G.1.c5"
....,r-
I
5.Oll
11271
.,.
,J . _(114'
I~
21l CIA "TO
Gl (701
P1...le _",1"9 P1_' ;f
5_11ed 011' -PC' _Ie See _ .,
FllOl<T VIEW
- -.....
,~c-: : -~nSlons are In Inc:-'es ana : mtlJ"i'e~erSl Specifications subject to change without notice.'
E19
EDWARDS. A UNIT OF GENERAL SIGNAL. FARMINGTON, CT 06032
CCOPYRIGHT 1990 EDWARDS
.
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 for the
hearing impaired and ADA.
The HG/SHG series are quality elec-
tronic signaling appliances 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 locat-
ed 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 ajumper
plug, Changing from steady tone to puls-
ing tone does not prevent reverting back
to original tone at a later date. All units are
shipped from the factory in the steady
alarm mode,
The HG/SHG series are designed 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 appliances are UL 464/
1971 listed for use with fire protective
systems and are warranted for 2 years
from the date of purchase,
SERIES
SHG
Approvals
HG
!~
@
(I\SVIA.)
MEMBER
· Americans with Disabilities Act (ADA)
· BFP
· BSAlMEA #412-91-E
· CSFM #7135-569:115
· NFPA 72,
· UL 464
Standard Features
· Low frequency output.
· Low current consumption 17mA @
nominal voltage. (HG124)
· Wide voltage range.
· Screw terminals, separate in/out wiring
option for both horn and strobe.
· Steady or pulsing tone.
Available Models
· Textured finish high impact plastic
faceplate.
· Wide variety of mounting options for new
construction and retrofit applications.
· Supplied with beauty plugs to accom-
modate a variety of installations.
· Xenon Strobe maintains constant flash
rate (1 per sec.) regardless of input
voltage.
· Flush or semi-flush mounting without
the need of a trim plate.
· 1575 candela strobe option (SHG12-
1575 and SHG24-1575). Meets ADA
4.28.3 requirements.
· AII11 Ocd models exceed requirements
of 4.28.3 of the ADA.
· UL464/UL1971listedforfireprotective
service/signal for hearing impaired.
Model
Number
HG124
Operating Flash
Voltage Rates/Min
10-30
SHG12-1575
light Effective
Intensity In
Candela
Rated Current
@ Nominal
Operating
Voltage
17mA
Rated Current
@ Maximum
Operating
Voltage
21mA
dB @10 Ft.
100
15 (UL 1971)
75 (UL 1638)
SHG24-110-1
Note: 24VDC
95
95
12 VDC 15 candela units have a start-up current of 188mA
1575 candela units have a start-up current of 324mA
WHEN PLACING AN ORDER: add the following to the end of the model number:
"W" Wall mount and "R" = Red faceplate
"P" Plain (no lettering) "B" = Beige faceplate Optional 1/3 Hz available
"C" = Ceiling mount (1575 models only)
15 (UL 1971)
75 (UL 1638)
21-30 60 110 237mA 200mA
15 candela units have a start-up current of 114mA at 1 flash per second,
1575 candela units have a start-up current of 130mA (wall)
1575 candela units have a start-up current of 140mA (ceiling)
110 candela units have a start-up current of 250mA
GENTEX
Wiring Diagrams
A, HG HORN AND SHG SERIES POWERED IN PARALLEL,
~
~ ~:n551 ~p ~ 00'"
B, SHG SERIES Wlnt HORN AND STROBE POWERED iNDEPENDENTLY,
Nm: REMOVE CIRCUIT COVER HOUSING AND REMOVE JUMPERS 1 AND 2,
REPLACE COVER AND PROCEED TO WIRE HORN INTO CIRCUIT
~
~RNrnOL [1+ f-H. 5- S+] [1+ f-H. 5- S+]
SU~:~VISEO 12'1" .' .; 'jt:- 12'
~\~~e~ . .-. . --"===8
\0---' '-'-I~' ,-, EOlR
0-- -'-'--I~ -,-, I
\~ ~~:, ,- EOLR
0-- ' L
NOTE: POWER IS SUPPLIED TO DEVICES WHEN CONTROL PANEL IS LATCHED,
SERIES
Architect & Engineer Specifications
The alarm signal shall be Gentex model or
approved equal and shall be listed by Underwriters Laboratories
for Fire Protective Service hearing impaired. 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 changing from a steady
tone to pulsing without permanent alteration to the unit.
Maximum current consumption at 24 VDC for alarm horn only
shall not exceed 17 milliamps and the maximum current con-
sumption for horn/strobe using 15 candela shall not exceed
140mA @ 12VDC and 95mA @ 24VDC. For those applications
requiring the higher candela output strobe with alarm horn, the
strobe output shall be 75 candela, The current consumption of
the strobe (1575) shall not exceed 105 milliamps @ 24VDC and
209mA @ 12VDC @ 1 Hz, and combined with alarm horn shall
not exceed 11 OmA @ 24VDC and 226mA @ 12VDC.
The alarm signal shall be provided with screw terminals for in-
out field wiring, the strobe shall be capable of operation indepen-
dently after horn has been silenced.
Mounting: 4" Square boxes w/brackets 2Vs" deep minimum
4" square metal/non-metallic switch/outlet boxes 2Vs" deep minimum
Gangable 2 gang switch/masonry outlet boxes 2Vs" deep minimum
~
~/
O~>~~
~~
~~~
~IS
0'i:::)19 ~
~ ~
~?
~~
----'>'.IQ
<ttS>
~,
::Y ~>/
~
o
~
~, //i'
::Y~>~~
~,~
IS
~
'-"
19
~
-----
'-...,'1
~
::Y~
~
o
I!J
.........~
-----
~
NOTE: Supplied with beauty plugs to accommodate a variety of installations,
GENTEX
CORPORATION
Fire Protection Products: 10985 Chicago Dr.
Box 310, Zeeland, MI 49464
616/392-7195, FAX: 616/392-4219
n
t.1 Printed on Recycled Paper
GX120491-15
Remote Visual Signal with
Universal Mounting Plate
Meets Code Requirements for Supervised Systems
The GX Series are high quality remote The GX Series with the 1575
signaling devices that offer both audible designator option meet the requirements
alarms, visual alarms, or a combination of of UL 1971 and UL 1638, producing 15
both, candela and 75 candela, All models are
The GX Series are available in Fire UL 1971 and UL 464 listed; the 1575
Alarm Red or Beige faceplates with a appliances are listed in compliance with
testured grain finish, These plastic UL 464, UL 1971, and UL 1638, All
faceplates permit attractive flush models are list for both filtered and
mounting, unfiltered power,
GENTEX
New UL 1971, Constant
Flash Rate, Low Current
o GX-90
D GXS
Remote Audible Signal
A VAILABLE MODELS
Rated
Current
Light Draw @
Nominal Intensity Nominal
Model # Voltage In Candela Voltage
GX90-2 12VDC 12mA
GX90-4 12VDC 15mA
GXS-2-15 12 VDC 15 115mA
GXS-2-1575 12 VDC 15 (UL 1971) 209mA
75 (UL 1538)
GXS-4-15 24 VDC 15 35mA
GXS-4-15-1 24 vac 15 78mA
GXS-4-1575 24 VDC 15 (UL 1971) 93mA
75 (UL 1538)
GXS-4-110 24 VDC 110 93mA
GXS-4-110-1 24 vac 110 220mA
GXS-120-177 120 VAC 177 400mA
GX90S-2-15 12VDC 15 127mA
GX90S-2-1575 12 VDC 15 (UL 1971) 221mA
75 (UL 1638)
24 VDC 15 51mA
24 VDC 15 93mA
SERIES
D GX-90S
Remote Audible/Visual
Signal
The GXS Series and GX90S Series, at
the 1/3 Hz flash rate, have no peak
operating current and only a momentary
start-up current, while the 1 Hz flash rate
appliances have a minimal peak operating
current normally less than a 7 percent
increase from nominal operating current
and minimal start-up current.
Notes:
All 24 VDC models operate from 21-30 VDC
-20 + 10%
All 12 VDC models operate from 10-16 VDC
-20 + 10%
24 VDC models have the following start-up current:
- 15ed 100mA
- 15ed 114mA 1 flash per see
- 1575ed 130mA
- 11 Oed 220mA
- 110ed 148mA 1 flash per see
12 VDC models have the following start-up current:
- 15cd 188mA
- 1575cd 324mA
24 VDC models have the following peak operating
current:
- 15ed 35mA
- 15ed 84mA 1 flash per sec
- 1575ed 110mA
- 110ed 11 OmA
- 110ed 240mA 1 flash per see
Rated Current
Draw @ Max
Operating Flash
Voltage Rate/Min.
12mA
18mA
115mA 40
240mA 50
33mA 20
59mA 60
77mA 50
77mA 20
179mA 60
50
40
60
Peak
db@
10ft.
90
90
WHEN PlACING AN ORDER: add the fol/owing to the end of the model number:
(For strobe orders only) (All orders)
"W" = Wall mount and "R" = Red faceplate
"P" = Plain (no lettering) "B" = Beige faceplate
90
90
90
90
90
90
Approvals
ADA
. BFP
. BS+A/MEA #285-9H
. CSFM * Listing 7135-569: 113
* * Listing 7120-569:114
. UL464,UL1971,UL1638
. ULC
-~
~
GENTEX
Wiring Diagram GX-90
U,L Listed Smoke End of Line
Control Panel Detector Relay
--L. ~
Ei7-00---j-oO-gj ..r:--
8-- 00-./-- -0 0 - ~]
0- - -Q- -<1- -Q- -
o---O-~I---O
~=I=~
Voltage Supplied to'GX'90./ End of Line
GX,90 Sign/al When Resistor
Panel is Latched
Mounting
Handy Box ....,4" x 2%" (Approx,)
Switch Box ....,3" x 2" (Approx,) with
conduit knockouts
Masonry Box.. 3%" (Approx,) with 1f2"
and %" concentric
knockouts
Nonmetallic
Switch box ....., 3%" x 25/16" (Approx.)
Dimensions GX-90
~ 1.5"0-
'-2,75'\.I~
--=,~tJ_
<0
d
,
,
,
, ,
:\~~~~~~__J
3.2S"H
4.F""H
<0
.I
Architect & Engineer
Specifications
The alarm horns shall be Gentex Model No,
GX-90, The appliance shall be listed with
Underwriters Laboratories for use with Fire
Protective Signaling Systems and produce a
minimum 85 dB at 10ft. The appliance shall
be of solid-state construction and be polarized
to operate from 21-30 VDC with a 15 milliamp
current drain at 24 VDC; and from 12VDC with
a 12 milliamp current drain at 12VDC, The
appliance shall be provided with 2 terminals,
and mount to a variety of single-gang back
boxes,
GENTEX
CORPORATION
Customer Service: 10985 Chicago Dr,
Box 310, leeland, MI 49464
616/392-7195, FAX: 616/392-4219
Wiring Diagram GX90S & GXS
GX90S & GX-90
~D~
/ /
I I
RED loI~-
BLACK,. 8LACK
END OF LINE
RESISTOR
I
UL
LISTED
CONTROL
PANEL
GX90S & GXS
~D~
NOTE: . EACH WIRE RUN MUST BE BROKEN TO PROVIDE SUPERVISION OF SIGNAL CIRCUIT.
. VOLTAGE SUPPLIED TO REMOTE SIGNAL WHEN PANEL IS LATCHED,
. ALTHOUGH ELECTRICALLY COMPATIBLE, STROBE DEVICE UNITS ARE NOT RECOMMENDED FOR USE ON
CODED OR PULSING SIGNALING CIRCUITS,
Mounting Rough-in Box and Run Wiring
1, Mount one box for each remote
signaling device.
2, Run a minimum 16-gauge insulated
conductor to and from the signaling
device for low candela strobe and
14-gauge insulated conductor for
high candela strobes,
Dimensions GXS
_2.2,","----1
-4.56"\./--1
r-
SUPERVISED
SIGNAL
CIRCUIT
~
RED ....BlL _
'-,\-
e-
BLACK . ,. BLACK I I
I I
v
3.8"'"H
o
4.5 l~H
Outlet Box: 4" square with '12" K,O,
4'116" square with %" K,O,
Masonry and Gang Box: 3%" high
(approx.) 2-Gang
Nonmetallic 2-Gang Switch Box: 4%"W
x 3%"L x 3%"D (approx,)
Switch & Outlet Plastic Box: 2-Gang,
4"W x 3%"L x 2%"D
(approx.)
GX90S & GXS models will also mount
to single-gang boxes as listed under
GX90 alarm horn,
Dimensions GX90S
r--=:~SrWI
1---
_.,~, V
ilf
I :~:.:~~-' . / \.
, 0 LJ
~--
Architect & Engineer
Specifications
The alarm horn/strobe shall be Gentex Model
No, , The appliance shall be listed by
Underwriters Laboratories Inc, for use with Fire
Protective Signaling Systems, (hearing im-
paired) in accordance with NFPA 72, UBC
standards and the local authority having juris-
diction, The appliance shall produce a mini-
mum 82 dbA at 10 feet. The appliance shall be
of solid state construction and be polarized to
allow for supervision, All 24 models shall have
an operating range of 21-30V, The current
draw shall be less than 93mA@ 24 VDC @ 1 Hz
for 15cd models, 1 08mA @ 24VDC @ 1 Hz for
1575cd models, 235mA @ 24 VDC @ 1 Hz for
110cd models, 127mA @ 12VDC @ :6Hz for
15cd models and 221 mA @ 12VDC @ 1 Hz for
1575cd models, The appliance shall be provid-
ed with two terminals and mount to a single
gang, double gang or double workbox, The
same operating characteristics of the GXS
(strobe alone) shall also apply,
-' I.O'.D_
-'\-
bI
_L
I)
-~
1\
'-
Architect & Engineer
Specifications
The visual signal shall be the Gentex Model
, The appliance shall be listed by
Underwriters Laboratories Inc, for use with
Fire Protective Signaling Systems (hearing
impaired) UL 1971 and/or UL 1638, The visual
appliance shall be installed in accordance with
requirements of NFPA 72, Chapter 6 or the
UBC standards, The appliance shall mount to
a single gang, double gang or double work-
box, The appliance shall also be capable of
meeting the candela requirements of the ADA
(75cd) The appliance shaH have a start up
current less than 114mA for 15cd, 130mA for
1575cd and 148mA for 11 Ocd, The appliance
shall be of solid state construction and be
polarized for supervision, All 24 models shall
have an operating range of 21-30V, The cur-
rent draw shall be less than 78mA @ 24VDC
@ 1 Hz for 15cd models, 115mA @ 12VDC
@,6Hzfor 15cd models, 93mA@ 24VDC @
1 Hz or 209mA @ 12VDC @ 1 Hz for 1575cd
models when used in conjunction with the
Americans with Disabilities Act (75cd) and
220mA @ 24VDC @ 1 Hz for 11 Ocd models,
n Gentex Corporation reserves the right to make changes to the product data sheet at their discretion,
t..,) Printed on Recycled Paper GX100491-14
551,0023
3193
BREMERTON MUNICIPAL UTILITIES
3027 Olympus Drive
Bremerton, Washington 98310-4799
(206) 478-5318
YTILITY SERVICE AG~~E~NT
Work Order No.
Tap No.
Receipt
Bremerton, WA.
No. 13173 .-/
9/1 ' 19~
The undersigned
Service Address:
Legal Description:
Plat
property owner hereby a~plies for Utility service at:
1Z,5'"13 (l~
-
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/Ins~ction Fee:
Water: Domestic.............. .Size
BARS i
$
$
Wastewater ............................. $
Fire .................. Size
Storm Water ............................. $
Front Footage Fee:
Wa ter ................................... $:
Wastewater............................. .S
Storm Water ............................. $
General Faoility Fee:
Water .......# of units
Wastewater ... of units
Storm Water .f of units
(j $
(j $
(j $
$
$
$
System Development Charges:
Water
Wastewater
Storm Water
$
$
$
Temporary Service $
Road Permit [] City [] County ..$
Street Restoration [] Asphalt [] Concrete $
Tapping Fee ............................... *'
Deposit $
Other J ~'b $
TOT AL. .. ... ~ ., . . . . . . . . . __
lat. {p (j
I~f.tol/
tj(J/-;3r?8-/()o 0
---------------------------------------------------------------------------
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
Billing
Phone Number
)
City
Owner's Signature
Agent's Signature
State
, 19
, 1~
Date
Date
Cf II
I
Accepte
By:
unicipal Utilities:
Date
cr/,
, 19 <tL
Original & Yellow Copies: Utilities Acoounting
Pink Copy: Utilities Engineering Goldenrod Copy: Customer
..
ROUTING SlIEET
Project # '5/1 ~ {) J R 5CJ Date Received: 8b7/' ~-
Application Review date: 8/ d?:;2/" .s- Pre-submittal meeting date:
Date accepted as complete:
N/A
Building
V/ I
-~.
Engineering
Neighborhood
Date permit application is approved or denied:
Date applicant is advised of approval by phone:
by mail:
Date applicant received permit:
OTHER PERMITS
REQ'D?
Y/N
Utilities
Building
Fire
Fire
Utilities
Building
Land Use
Engineering
Water
I
Fire
I
1
LOG SHEET
ADDRESS: ApPLICATION No.
DATE COMMENTS
gj;;. ~
~!:< '6 -
'71..P4 eJ 4/ ~ ree 0-
J k) )HE:n.eJ-"'L1 ~.-J
~~
-
I~~ ~,,-<',;:", ....: ',e
''''';'1~,r:; ~:" --i";--"'~':- -,;.., -
I
, ,
CITY OFBREI\IIERTON -BUILDING DEPARTM~NT
47&"527:5 ~2&6 FOURTH STREET" BREMERTON; WA9&331 ',; ,,' j", ,
" , '~~77; ftY)~(
'INSPE~CTIO,'NRE:P'ORT
PERMIT NO,
, ,
ihavelhisday inspected this stru~ttlre and these premises and havef(;>und the following violations
of City, County and/orState I~Ws governing same,:
, , ,
....75~;!jf~ l~r~;-;- re~\y~J.h"
.?/rv:c;/vve- ..... YJ-f'-& . Ii", r.e.;-.:-fqf-
'-I~ 5/;' ~~fvc/LI,~~. jr~:- s w/ II be-
~ hO+ f'o~e-Ld~~./.(I f~~~r+ ~ei) ~
~~s
. z-Vi,
u; v~J .
/ )sueJ-,
, '-, <, , '
, You are hereby notified that nO mO,re we'rk $hall be ,covered upon theseprem'ises until the above
, violations are, corrected.Whe'n corrections ,have bee""," m~f1r, ,'I, /,orre-insp, e" ction"., ".' "",.',,:' ,.,,",'. '
Do Not Remove :This'Tag DATE ~ ,7l ,~ / " ' ",
, " , ' INSPECTOR FOR BI)ILDING DEPT,
< ,'.
.,- .
,..
'- '. ,- . .
CITY OFeBEtVlE~TON :---BUILDIN~DE:PARTMENT'
47:8.5275 :-286 FOURTH STREET, BREMERTON, W.A 9'8337
. ."
,-', . " ,- <.
IN.S.PECT'IO"N'" ,FlEPO:R,T
, '
PJ;:RMIT tolD.
It. (':1 3
Ih~ve this'dayinspected this'structureand(hese premisesand}laVe foundthe'following violations
of City, County'arid/or State laws governing same':' ' ' '
--,-',
.. . -
-DI', ",""".', ,'.' ,
. .. .-'"-l/~~~'~r. ~.
"'.
(}lfyrpcJ .1:4.~ , -;;<:I;~~s/:t~
.. 01'\.... ...~rk; ...., l_,:b..,l, ./Jt -11?er~(,f+', ·
, 'It' ~
3,~le~'(>f:!f ~~v~v--~i' '
Jf1~''', ,,4e I hi,~
M'<ck- ·
. . . .
.", "'&r.l4~ (c-
,'! ~
~
'- '. .
you ,ate herebyn~tif,ie,d that no. more worl(sBal1 be covered upC;ntheseprem.lses until the above
viOlatio~s ~re ~orrected. wh~ric,orre~ti(mS haVE! .b~en ~adeJcan fo.:;re-inspeclion. '~'
,Do Not Remove This Tag" 'O.A;TE,?' 1"q~ ' "', ,', ,,',' ',."" ,',
'. ' " " ',,' " 'INSPECTORFOR BUILDING DEP.T,
41~ '1/Y/~~<1
"
15.
"'/ .
/ 7 ' '4lf tN)iJ~
, I
, ~ ~"" --.
"'-','._";')':c/,>:"',
CITY OF BREMERTON -BUILDING DEPARTMENT
,478~5275 ~286 F,OURTH STREET" BREMERTON, WA 98337
I'NSPECTION ,RE,PORT
PERMIT NO,
It ~t>~
,
I have this day in~pected this structure and these premises and have found the following, violations
of City, County and/or State laws governing same: ,
~'
r-e.S"'~06)-..
'10 -f 141~/ ~d ~ ( :, 6.-~t::-e:;.'S ('C.61 e.
S .r' JIA/Yj'/)I"J ~vsl 6.e. ~c.e J.
~o--+tbQY (.fb t ~ 1fo- )
N~~G /~~~-h~ r~~,'(e-J" ~y"
I , "
~t:J- ' ~ !t~'-h .
You are hereby notified, that no more work shall be covere upon these premises until the above
violations are corrected.' When corre~tions have been made, c,',a~ re-in$peCl,ion. "
, Do Not Remove This Tag DATE t4r! V" ~
I/~" ~ -, ' ' " , ' , ' I " INSPECTOR FOR BUILDING DEPT,
~ ' , '
16561 Signn _. __AAJ
I {, 5lf?. dJJLPJ"::TV-
. /4/ AnnJi -lflt ~~'~
I tJ>":1 "l - vv'
16534
16531
Pennlt Nmnher: 16533
BRBMIIRTON BUII.DING,DBPARTMIINT
InapedioD Report
Scope of work: TI/MECH/PL
Add.....: 3511 ARSENAL WAY
Owner: ARSENAL WAY PARTNSHIP
Contractor: OWNER
Phone:
Phone:
Inspcc:don cuel/approved plans on site
Footings: reqaiftd .teeI placanent
Footings: requited. width Ik depth
. soil (soils i. if 6cable)
COMMENTS:
FOOTINGS APPROVED:
APPROVED:
FOUNDATION
6cable)
WALlS APPROVED:
tine
uitemenu
uiRd
10'
~~
~... 7"" ,e;-
'7,/ /I ./trf "S ---
ft,~'f5 ~/~,
V..j/7~
BNBIlGY CODE COMPLIANCE
COMMENTS:_
vJ5{C--~
5-f-
~~ /ff)'
{ --
UNDER FLOOR/FOUNDATION INSUlATION APPROVED:
WAll INSUlATION APPROVED:___
CEILING INSULATION APPROVED:__
MECHANICAL
AppHaDClC Ioc:ation and aaleSS, proper support
Venting: deannoe to combustibles
Vent rennination
Ducts: size &: support
Gas pipe: size &: support
Gas pipe: within 6" or underground-coated
Gas logs: safety shut-off
WoodstoVell: EP A a::rtified
Woodstoves &: fireplaCJeS: proper hearth
Chimney Hoer: when required
AppHaDClC dearance to combustibles
Venting: size &: support
Combustion air
Gas pipe under test
Gas pipe: undergJound min. 12" below grade
Gas shutoff within 3' of appliaDClC
Gas logs: damper permanently open
Woodstoves &: fireplaCJeS: Tight-fitting doors
Manufacturer's specs on sire
Chimney: separare flues when required
COMMENTS:--------.\J t ~ C::.
~;-/--~ACEAPPROVED:
GAS PIPING APPROVED:
P-/~
OTHERAPPUANCFS APPROVED:
PLUMBING
DWV Be water piping under test DWV: proper grade
DWV: proper sizing DWV: proper drainage fittings where required
DWV &: water piping: proper support DWV: required deanouts
Vent rermination All fixtwes vented properly
Water supply: proper sizing Shut-offvalves on aD fixtwes
Water heater: gare valve on cold. water supply Vacuum brealras: where required
Water heater relief valve drain to outside Water heater: siesmic strap
R-10 pad under water heater when required Water-piping insulated as required
Grease traps/interceptors: where required Proper indirec:t wastes: where requiftd
COMMENTS: :see ~.."~~ ",,,~S ~
PLUMBING ROUGH-IN APPROVED~ ?~I ( "'9~~
PLUMBING GROUNDWORK APPROVED:
8Bmn.ROCK
Proper fastening: nails -7" o.Co horiz. plane
Proper futening: _12" o.c;. laonz. plane(1/2")
Proper fasreniing:saews-16" o.co vert. plane (112")
Proper fastening:saews-12" o.co horiz. plane (5/8")
Proper fastening:saews-16" o.c. vert. pIane(5/S")
Ami &: occupancy separation walls
Usable spaoe under stain (5/8" required)
Corridors
nails-8" ooCo vertical plane
_12" o.c;. h.oftz. pIane(1I2") 24" o.c;. framing
saews-12" o.co vert. plane(1I2")-24" o.Co framing
screws-12" o.Co horiz. plane(5/8")-24" o.Co framing
screws-12" o.Co horiz. pIane(5/8")-24" o.Co framing
Draftstops where required
Waterboard when: required (not on <dHng)
COMMENTS:
a/~
/
etf"-/5r - '7 s".....
/&~C/~ ~/~
-r:--/ r~'7r
SHEETROCK APPROVED:
FINAL
Energy code requilelllents met, exhaust fans Plumbing Be mechanical
Gange/dwdling door: self dosing soHd COle SmoIrie detectors when: required
Handrails &: guardrails, lIS required Fire ratings maintained
Exit signs when required EJDerFlCY lighting when required
Occupant load posted when appHcable BuiLling weatbertight
Wood. siding to earth separation (6") Building address posted
Rad.n_~.u.d
COMMllN11i, ~ ~. ay,..,:fZ-"~$/ y;:.
FINAL APPROVED:
rfII~0 tL~ I ~,,/