HomeMy WebLinkAboutCARR BLVD., 1517
\
,..
." .
f
BREMERTON PERMIT CENTER
286 4th Streetg Bremerton~ ~A 98337
Phone: (360) 478-5275 FAX:: (360) 478-5278
BUILDING PERMIT
Job Addr: 1517 CARR BLVD
I...ocatton=
Parcel No: 3719002-014-0204
Permit No: 99-0525
Status: ISSUED
Applied: 09/21/1999
Issued: 09/21/1999
Expires: 03/19/2000
Applicant: GOODWIN PAUL 373-1200
1517 CARR BLVD BREMERTON WA 98312
Owner: GOODWIN PAUL 373-1200
1517 CARR BLVD BREMERTON WA 98312
Contra.ctor: SELF
Ltc #= SEL.F Exp:
Dese: DEMOLITION OF A 2B8 SO FT STORAGE BLDG
*********************************************************************************************
Valuation * Permit Fees: 9.35 Total Calculated Fee: 13.85
.00 * Plan Cheek Fees: Additional Fees: .00
* Other Fees: 4.50 Total Permit Fee: 13.85
********'~~'.*********~f**********.)t*~.*********.**~.*******.~***.)si**.**** )('*'l*O)('********~f*'********O)('*******
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 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 ordinances governing this type of work will be complied with whether specified herein
or not. The gr n~ ng of a permi oes not presume to give authority to violate or cancel the provisions of
any othe sta O~ 1 eal law reQ at' kQnatr~ction or the performance of construction.
oate:__~_~__~~:':_~~________
Date:
---- ----------~~-t-:: ~--~--------~----------------
----7---dL- 4 ')
,
~~ ~.~
t ""'--;-'/
I I
.....-::...
BREMERTON PERMIT CENTER
286 4th Street~ Bremerton9 MA 98337
Phone: (360) 478-5275 FAX: (360) 478-5278
Job Address: 1517 CARR BLVD
Location~
~ssr Acct No: 3719002-014-0204
Building Permit No: 99-0525
Status: ISSUED
Issued: 09/21/1999
Expires: 03/19/2000
f~E::CIUJRED
INS PEe T ION 5
Item: 02700 FINAL--BLDG
Oept:: BL.DG
D :1. v i 1:3 :1. on:
~***************************************"***"**"******""*""***""***"""""""""""*""
'1"'''''1':' ..," )' Nt'" " MI <,.t. I....~ "', '" .. (" . J.. ....1 t. t. h.... W.. ... too' ....\.. .. AI'..!'.'''....I..~...I.. .. 'f': f.:l ."f "j" ... (") f': 'f::'1 ....' , ] ,".
:::..:.) " .." .1....>...)(:;. Y ~~,C.(,).::lTl.l. :1.f..,(" JY (~. r.H~) 1.1. Tlbl .OTl ... ..\'>.:.,uc,,, do \, "un u .;,U.l. .I.e .I. Tl~d.. .. (,..1. a . ....>
SPECINSP: Must be registered with the State of WA
SLOG: City of Bremerton Building Department 478-5275 '
~LANNING: City of Bremerton Planning Department 478-5275
PUBWORKS: City of Bremerton.Utilities Department 478-5318
=IRE: City of Bremerton Fire Marshal~s Office 478-5380
I:;::NG: C 1. t y o.r By' emE')Y' t; on l::::n91. neer :1. T'l!;;! Depay.tmE~nt 47B.....5~;:~7()
11"" ^I "r'I..' " I::) "'m"'~"'" II" .. '1" ,"'" II'" ,. ] .t. ~ I") ",r')' .t.. .., "I" A '7' 1'3 r.:' ,.....;, I~'
." :::. r"ft.." r'" ;~ r ~:., f::. Y \, 0 Tl \.1., .:~ c:1 p ... f~. d." "l "t::. r' d. r ,m t::. Tl , ..\. C:. ..". ..) .::. .:~.;:l
:::;"1" OF' WA: State of1I,oJA Dept~.t l....aboY. & IT'ldu~:>ty':i.e~:> 47B.....4921
~.* ,*.)(, ~ "".)( * * .~. 1(..*.~ ~.:#: )1(.")1: *,~.)( .* .)( .)(..*.)t .)(~. *.~.)t * .)(..)(. .x,.)( ,)( *" .)(. ,Xoo)(." .)(. 'X' 1(. .x..x. .x..~" .x." ,)( .)t .x..*.)( .)t .)(..)( .)(. * *.)( .)( .)(. *.*.*.* .x. .)(..)(.)(.~.)(
Date' .f:.~i::...~t
. ......""...........,,..."."'.
. - \
, \ \
\ . \. ~
. ~ - \
~.)
\
,
\ ........
.'
,,' ....
.~'-.".~_."
.~
f-'
,
.-.i -... ..__~ ._
t' .'-'"'~........
',.
., "
. \
..,....
'.
::=::=:~::m::::==:=:=:~=~:::::==:==========:===:::=:===:=::==::::::::::=:===:::=::::=:=~=~:~:::===:::::==:=:===:::=:====~=::~==::=::=:~::=::::~=:=
BREMERTON PERMIT CENTER
PERMIT CONDITIONS
Permit No: 99-0525
Pa!;;lf; ::
1
~_"N'~"'~~~UI~""""U~I~I""'~U"~I'm,__"~U""~~'"u'."nw"_'~Wh"'U_'mn"'un~n'n""'~"~'flmrnn'~"u"~~n,_"__"n'~~'mnn~m~~.~"~W".~~rnu~,_,,._.n~'_"~u~"n'"'u.~'""rnnlu"~""""_n~"u'~'~_
~",~"".,n"~I""U"'U'_"'_W"U""~,,'~',".u'd'_~m"""""""'UU"'_~',n_'n"~'.,w,."n.rn"w""",~,~'I",.~.nu..,"._~..~n~,""_,,,",~,,""W"'__W"rnH.,~rn.,_,~",~",u"",~"u,'u"""'m"~""""~'~"~""~u"_~"~~~~"'~""'~WWj'
Job Address~ 1517 CARR BLVD
~ssr Acct No: 3719002-014-0204
I t .
....Dca...; 1 on::
Applied: 09/21/1999
Approved~ 09/21/1999
Issued: 09/21/1999
Applicant: GOODWIN PAUL
Owner~ GOODWIN PAUL
Contractor: SELF
''') J t'
.. (::H(l C Y' J. P'; :J. em ::
OEMOLITION OF A 288 SQ FT STORAGE BLDG
ConcH t j, onEI :
1.. ONCE DE:MOl... I 'r;r ON WOF<I( HAS BEGUN ~ 1''1'' MUST BE:: COMPl...I::::,,!,'ED AND
READY FOR INSPECTION WITHIN 60 DAYS.
2. ALL PORTIONS OF THE FOUNDATION SHALL BE REMOVED AND
DISPOSED OF AT AN APPROVED LEGAL DUMP SITE AND THE SITE
GRADED TO M~TCH EXISTING CONTOURS. FILL IN EXCESS OF 49
CUBIC YARDS REQUIRES SEPARATE GRADING PERMIT.
~:l, CClN'rAC'f'TjC1GET SOUND A I F~)" ,LJ..JT I ON CClN"n~OL.. AGE~NCY A',!"
1 r:u')J:)' 1'.'%" ~ '~I~". ... .1".'('j".:;."''''(};'1".,r;;;;:I:;()''' .... "'M('jVAI 'I'N' 1....(...).J':'lMA"I... 'I' ()N.'-' A ('"f:"I".' ('""I" (Uj !'''
, ...., (':.1'(.' (. '\... ...;:>~) ~,I\"'~":J ~::.~ _ ;" I ,to ,', 1"1...::> I::) I:::, '. . ...,) '''', , ... ,'" , . "'.,', .. .... II ", ...~) ::" :::. ...::> .. ,;)
MUS"')" BE 1:~l7.:~u VI:;:',,)' nEF'Cjr~E D iMOL, I 'T ION COMME:::NCE:S.
Dat f!:) 9,.-- V..-- 7;7
"~,, .. .. t.....,.,... , ,...... "'" ,., .""..t<
.\
\~....
}
f.
.)
..................
..--.............
..................
...................
...............-...
..................
..-.-..............
...................
......-......-.....
...................
...................
...................
...........cr
. ......., .....
:1~~~'lfi'!_~~~~wll~f~~'~~~~~~ll",illiiii
~~' - D 56(5
APPLICANT: ~WNER DCONTRACTOR DOTHER
Site Address: . !
LVQ Tax Account Number:
Contractor:
Address:
Contractor License #:
Expiration Date:
Check the type of application applied for below:
o SFR 0 DUPLEX D.wfULTI-FAMILY
o .wIOBILE 0 ACCESSORY BLDG 0 RES ADDN BReMe~TON
o RES RE.wI 0 COMM ADDN 0 COMM REM BUILDiNG DePARTMENT
o REPAIR 0 SIGN ~DE.wIOLITION
o NEW COMM. 0 TENANT IMPROVEMENT
o GRADING (cubic yards: ) 0 OTHER:
bo~ v-.. D~L~Q;A-~+tc
W~ IDJ
1999 .
Nature of Work Proposed: --r-<:A L
~L\)
S h()~
Square Footage: Dwelling Z W
Garage:
fA,
Decks
. ..........-...,.. Ft ~ri11itfe~ tifC:b.~ ....
ValUab6 Ii p tari. ReView ~ p n$ ntes To ta FFe e 8..
........,,-.........
En e rgy $ 5 0 0 0
S ta te $ 4 5 0
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 application showing that circumstances beyond the control
of the applicant have prevented acti n ro e g taken. No application shall be extended more than once.
In order to renew action on an app 'ca 0 after expiration, th . ant s I resubmit plans and pay a new
plan review fee.
DATE:
APPLICANT'S SIGNATURE
Scope of workdemolish 288
Address:l517 Carr Blvd.
Owner: Paul Goodwin
Contractor: owner
BREMERTON BUILDING DEPARTMENT
Inspection Report
sq. ft. storage bldg Permit Number: 99-0525
Phone:
Phone:
-?J'7 3- J~) n
Inspection card/approved plans on site Setbacks
Footings: required steel placement Walls: required steel placement
Footings: required width & depth Walls: required size
--- Special inspector (when applicable)
Bearing soil (soils analysis if applicable)
FOUNDATION
COMMENTS:
FOOTINGS APPROVED:
WALLS APPROVED:
Electrical approved Plumbing & mechanical approved
Crawl space access (min_ 18 X 24) Floor joists and beams/proper clearance to earth
Positive connections posts & beams Foundation vents
Posts properly supported Anchor bolts: nuts & washers in place
Mudsilltreated material Floor joists: size & span
Beams/girders: size & span Notching & drilling joists & beams, studs
Smoke detectors: all required locations Exhaust fans: where required
Exhaust fans insulated: unconditioned space Whole house fan, outside air intakes each bedroom
Fans terminating dileclly outisde Range hood
Dryer exhaust vent All vent terminations: windows & property line
-. --- ----- ----- ---
Fireplace combustion air Windows: meets egress requirements
Windows: proper U valve Windows: safety glazed where required
Ceiling heights Stairs: headroom clearance
Stairs rise & run; proper width Fireblocking: wall to ceiling, furred walls every 10'
Fire blocking; stairs, soffits, lowered ceilings Fire blocking: tubs/showers
Fire blocking: lids in void spaces, shafts Fire blocking: stuff holes top & bottom plates
Sheetrock backing Wall bracing
Rafters size/notching Trusses: specs, bracing
Attic access Attic ventilation
Wall & roof sheathing Shear nailing
--
Building dried in
FRAMING
COMMENTS:
APPROVED:
Insulation: proper R value Insulation: proper fastening
Insulation: vapor barrier Bottom plates caulked to floors
Penetrations caulked as required Electrical boxes gasketed or caulked
6 mil black poly in crawl space
ENERGY CODE COMPLIANCE
COMMENTS:
UNDER FLOOR/FOUNDATION INSULATION APPROVED:
WALL INSULATION APPROVED:
CEILING INSULATION APPROVED:
Appliance location and access, flfoper support Appliance clearance to combustibles -
.-- -
Venting dedr'!nce\o combustibles Venting size & support
.--- . -
Vent termination Combustion air
Ducts ;ize & support - Gas pipe under test
-- - -
Gas pipe size & support Gas pipe: underground min. 12" below grade
Gas pipe within 6" or underground-coated Gas shutoff within 3' of appliance
-- Gas logs: damper permanently open
Gas logs safety shut-off
------ -
Wood stoves EPA certified Wood stoves & fireplaces: Tight-fitting doors
--
Wood stoves & fireplaces proper hearth Manufacturer's specs on site
-.
Chimney liner: when required Chimney: separate flues when required
MECHANICAL
COMMENTS:
GAS PIPING APPROVED:
FURNACE APPROVED:
OTHER APPLIANCES APPROVED:
PLUMBING
DWV & water piping under test DWV: proper grade
DWV proper sizing .-
DWV: proper drainage fittings where required
DWV & water piping proper support DWV: required c1eanouts
---- .-----
Vent termination All fixtures vented properly
Waler supply proper sizing Shut-off valves on all fixtures
--
Water heater: gate valve on cold water supply Vacuum breakers: where required
---_. t-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 indirect wastes where required
COMMENTS:
PLUMBING GROUNDWORK APPROVED:
PLUMBING ROUGH-IN APPROVED
SHEETROCK
Proper fastening' nails-?" o.c. horiz. plane nails 8" o.c. vertical plane
Proper fastening: screws.12" o.c. horiz. plane (1/2") screws-12" o.c. horiz. plane (1/2") 24" o.c. framing
Propel;.,fastening screws-16" oc. vert. plane (1/2") screws-12" o.c. vert. plane (1/2") - 24" o.c. framing
._-
Proper fastening screws-12" 0 c. hariz. plane (5/8") screws-12" o.c. horiz. plane (5/8") - 24" o.c framing
Proper fastening: screws- 16" oc verI. plane (5/8") _.
screws-12" oe. verI. plane (5/8") - 24" o.c. framing
--
Area & occupancy separation walls Drartstops where required
Usable space under stairs (5/8" required) Waterboard where required (not on ceiling)
Corridors
COMMENTS:
SHEETROCK APPROVED:
Energy code requirements met, exhaust fans Plumbing & mechanical
--- 1----- -
Garage/dwelling door self closing solid core Smoke detectors where required
Handrails & guardrails, as required Fire ratings maintained
--- --
Exit signs when required Emergency lighting when required
Occupant load posted when applicable Bllilding weathertight
Wood siding to earth separation (6" Building Address posted
Radon monitor when required ---- r--
FINAL
COMMENTS:
"
FINAL APP~OVED: o fA.-( --j{ /
I~ / c;)() ,/91
l
;
.,
. ~ 'l(',
."-
I.
BREMER TON PERMIT CENTER
286 4th Street.. Bremerton" tJA 98337
Phone: (360) 478-527.5 FAX: (360) 478-5278
BUILDING PERMIT
Job Addr: 1517 CARR BLVD
Locat ion::
Parcel No: 3719002-014-0204
Permit No: 99-0595
Status: ISSUED
Applied: 10/11/1999
Issued: 10/28/1999
Expires: 04/25/2000
Applicant: TOWN AND COUNTRY POST FRAME BlOG42S-743-1555
l65~?1 HWY 99 S'fE F.l l..YNNWOOD v WA 98m373161
Owner: GOODWIN PAUL 373-1200
1517 CARR BLVD BREMERTON WA 98312
Contractor: TOWN AND COUNTRY POST FRAME BlDG425-743-155Lic I: TOWNCPF099LT Exp: 6/30/2000
16521 HWY 99 STE B lYNNWOODv WA 980373161
Subcontr:
Dase: NEW DETACHED 672 sa FT GARAGE
************************************************1*********************************************
Valuation * Permit Fees: 189.95 Total Calculated Fee: 317.92
13~070.40 * Plan Check Fees: 123.47 Additional Fees: .00
.~ Other Fees: 4.50 Total PermJ.t Fee: :317,,(n
*********************************************************************************************
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 a~ any time after the work is commenced for a period of 180 days.
NonCE = It i~ thfl n€lPoFI~ibiHty Or thlil ~i;lrlilit holcl~r! nt1t tht1l CHy of 9riilflliilftc.m t.lr Building Offidtll to ~I]l~
. to it that required inspections are made. The permit holder must notify the Building Official (~hen 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 eubstantiate 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.
thereby certify that r 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 gra~ting f a permit does not presume to give authority to violate or cancel the provisions of
any othe: sta}P or I 1a 9 lating construction or the performance of construction.
Sign.tur~__7# _ __ __ _____.______~____________ Date' -JQ-~-'l_t-------
r certify~h~~exemPt from the requirements of the state contractor's registration law, under
Section ;(~~haPter 126, laws of 1967,
S i gnat ure: _______________________,~=_________________________
Date:
***************************
Permit Cent er--Approved By' _~... ..._
Dat e: ""._l.Q."..,-::dE...~- C( V;
---/
., \
...
,
.-
-.1, "",i;;"~,
r. " I ',,_. ."
r '{,'-;:' J"
!\l-1.in,.J....\.~\.I,.
. . 'ho, \ ,<9i' .~
.... '~., e:;:"').
,.~} ~.". .
'(~ I A
. 1m! ~;i Jim ;!::: ,,?;gg j~.:~~ 19jUm; g~~; 1m; ?.If;g; gm mg ;~~i m~: jj;:; ;~;g mg mg ;g;; ,m; m~~ il;:~ gg; ;~m mi; gig gg; :;~~; ;;m :mi ;rti; g:;; ;:;;; :;;~ g:g ~;g~ :jg~ ~:m ill;: :::~: :gg ~::;: :~;~i ~~;; ::::~ :~:: :;;~: ::::~ :~j:: ;::;~ ::::: ::~: ::~:~ ::::: ::::: ~::~ ::;:; ::::: :~:; ~:;:: ::::; ::~: ;~:: :;;:: ~::; ::~: ::::: ::::: ::::: ~:~ ~:j: ;::-.: ::::: ::;::
RRFMFRTON PFRMtT rFNTFR
) " ""ol::;:r:)M :t' "I" ' ("'I:::}'''ll'') :1: "I" .t. (::)'N""'::' ....
J' "" "\,, ..'" I.... "., .'.. .,,)
Permit .Nc= 99-0595 Page= 1
==:~~I:;~~:=:~~~c:~~=~G====~=:~1===~~====J~::~==:~::=:~;==~:~~;==:==~:===:=:::=:~:=:==~:==:~=:=::=:;:~=~===:=::::=::~=::~~::=:==
,
l
'. -""'~ !
-.-!. '. - ~ .,,,,,,,.. :.
'.,.,,;' .-'.
Applied: 10/11/1999
Approved= 10/28/1999
'J' ("("1' '" "I. 1 (')/'''',c3/ 1 cIon
J' \~\'~\,:J.(;~,t.: II '\", A::.(: .. '1 :r.,
Job Address=
ABsr Acet No=
locattcn=
1. 51 '7 CAI:~I~ BL..VD
::r71900:;~""'()~, 4""'():~~04
,I. ' 1 , \ ,,J \,. (
" i l ,,'
Appl~W~D~~ ilig~Nw~NDp~g~NTRY POST FkA~E BLDG
en n t " a.c' t n ,':: ''I' OW N,,, AND ,('" (','wll1l" f~Y. Poc"f';' .(:' 1::;' AMI::" . I::''', 1")(:.'
" " ' ., , . "i I,,, ,,' .,. ", '" ",,) 1'. II ,," ,1,,) ",," ..1
'" 'j -
JE'lBCY':i. pt '. on:: it
NEW DETACHED,~72 SQ FT
\~.
GAI:~AGE " I
!. 1 l
J y_/ . '",
(~r)r'I"l'I'I'~I")r'I~: 0
..(." ;"., . .I,.. \..)
1. ALL EXISTING DRIVEWAY AND PARkING AREAS MAY REMAIN GRAVEL.
All NEW PARKING OR DRIVING AREAS MUST BE PAVED.
2. E N GIN E E R I N G
A. RIGHT-OF-WAY PERMIT REQUIRED FOR DRIVEWAY APPROACH.
APPROACH MUST BE PAVED.
PER JOE KELLY NO R-O-W PERMIT REQUIREDp THE DRIVEWAY IS
EXISTING. THEY ARE BUILDING THE NEW GARAGE IN THE SAME
I "')C'A" "I" '1' (")N A" (;' "1"1,,,11::' C')I 1'~-1;?\i'RA" (::'1:::' l"'..IA. ..," '1"1'''I!::~Y I::)f:;'("'I;:;'N"j"I Y I")f:;' MC')1 .,. <;:'I'''ll~';'t'')
....I.. ,,' " .. .,,) "". ,,,.. ~~I'''I'' .. ",,)1' ".." ,,,. ", "" ".. """" ...." .,,1 I:",,,
I !.I
,
:../", I
I
\
J ;
'lJ ,,-, I
~ ..::.'~\,~....
I
f f
j 1 I
;
\ .', "-
'.
1
"
"
\\."-'
". )
I >~
.,i')\~)
\ '.' \ '
l ..'~' ,;
if "';'\i/ i/
J '~" 11 '
" ~'-I.. j~~~[. < .''':1 ,-h. >,
,I. 'cr ht:_ ~":;.w
/"1 _'
\f~~
(hi')
"
Job Address: 1517 CARR BLVD
L,ocat :ton::
I
Assy' Acct No: :::l71 (100~:>"'(H 4'''''O~~:~04
BREMERTON PERM]: -r CENTIER
286 4th Sty'eet.. Bremertonl1 I4A 98337
Phone:: (360) 478-5275 FAX:: (360) 478-5278
Building Permit No:
St at ur.,:~::
...
.I. ~':i ~:{~ t.l (,:~~ eJ ::
99-0595
ISSUED
10/28/1999
04/25/2000
\
I:::' x t") 'I' y",',','f:':
",,\-/ r" ". ~JC ...;;
H F: (;~ \:,J.' l,'~ f~ E: D
1 NS P E C T ION S
Item: 01100 FduNDATION-FOOTINGS
Item: 01700 F~AMING
Item: 02700 FINAL--BLDG
. I
j
I
i
\.".
Dept:: BL,DE~
D(7:lpt:: 8i.."Dl?~
I'" "\, ")1 I") ('"
"f(~:'l f:.l1'; I" b ","" :~
Division:
Division:
Division:
*********************************************************************************
TESTING= Must be recognized by the Washington Association of Building Officials
SPECINSP: Must be registered with the State of WA
ST OF WA= State of WA Dept. of Labor and Industries 478-4921
HEALTH: Bremerton/KitsBP Health District 478-5235
ALi_ INSPECTIONS PERFORMED BY THE CITY OF BREMERTON MUST BE SCHEDULED THROUGH THE
I:) I:::' f:) M ',' "r' f'" c::' N "'" I:::' f:) (~:l.t, c,,) .<:1.'7" <':> ...., I::' ,';,::::>-r.::-
","" ..., L.. I...." ~ '.. r,:) .J I U -)-<:::7 .,) ..
*************************~*********~*********************************************
pe~'m:1. t l"'ll':;fdr:':'l" s &?Z f/ ~ /~- ---..
l::' 'I' ('IT'l"~ ,I.. 'lY' (,','" :: / / ./
~..)." I ~ \, \. ,,' .".".
.. . .- P --I 'A P . ..... .-.... .. ..-... .... - __mp - iT; "\_. ;,."
t t' t
11 fl..... l
! ..... ,
I
Dat (~:l:: ..,....,,,,l9..:,,?:~.~, """"'" ",
I
H
.f!
1
i
\
, '
I '\ -- ~
\ ,<
OCT 11 '94
12:06 PM
Page. 2
~.
......;;t.tI&z...
APPLICANT: 0 OWNER ~ CONTllAcrOR 0 OTHER,--9 ;j ~ ~ S q S
~NC -
SITE ADDRESS: /5/ '] (lAf2.R 8CI/D. COUNTY ASSESSOR PARCF.l1:37/q-a?~. O/t/,CJ-^Ocf
OWNER:~L.p.j)J(\IM1 Grc-x0f)WIN' ADDRESS: 15/'7 (!A"'-e.-li.vD.
CONTRACfOR!J9l11J1/;.( (!o4A~ ^~DRESS:/~S".<III,/,CfI 0 jupt..t...(JO[) 15'1)37
CONTRACfOR UCENSE ,Tci.uJ.lr!.Pp o::J1cr EXPIRATION DATE: C:.. 3aO/
CONTAcrPERSON: M/~ CONTACTPHONEI 0'zr-. 703, /s-~s-
-=-
~ SFR 0 DUPLEX 0 MUL TI-PAMJLY 0 BUSINESS 0 OTH~~:
o SIGN 0 DEMO 0 MOVE BLDG. 0 MOBILE 0 GRADINC(yds):
~ NEW 0 REPAIR 0 REMODEL' 0 ADDITION ~OTHER:{);:;'}J1ii A-~~'D ~~"'t
INTENDED USE: VtJ-IIL.<-e '-P~1/-J~ ZONING CLASSIFICATION: COUNCIL DISTRICT:
NATURE OF WORK PROPOSED: ~~C:1 :D~i>n <p~ FD..A;1V!~ ~_A&.'fi:-
SQUARE FOOTACE: Dwellins:
Carage: ~ 7 ~ if
Decka: .
~
...- ld.!
Applications for which no permit is issued within 180 da)'l following the date of application sball expire by,
limitation. and plaos and other data submitted for review may thereafter be returned to the applicant or
destroyed by the building official. The building official may extend tbe time for action by the applicant for a
period not exceeding 180 da)'5 on request by the applicant showing that circumstances beyond the control of me
applicant bave prevented action from being taken. No application sball be enended more than once. In order to
renew action on an application after expiration. the appliQllt shall mubmit plans and pay a new plan review fee.
. APPLICANT'S SIGNATURE:
'e information is correct to the best of my knowledge.
DATE:---10. S. ~
/
. Suite B .16521 Highway 99. Lynnwood. WA 98037-3199' .'
Ewrell: (425) 258-<1171 . Puyallup: (253) 840-9552
Administrative Headquarters: (425) 743-1555
FAX: (425) 742-4378 ToU Free: 1-800-824-9552
Contractor's Uc. ,: TOWNCPF099l T
CCBt: 129311
. Building Design
....-.--..
/~ -::\. /---.....
/ :::::..> /// ;'" ...--:::::---'::::1 r- r:::::.'/----<::,,:,-,,,,
~n II ; t'-!!--~ I r. '~i I II ~:-- '~I.' I r .. ~'ll~-":::=--=::;-...I
I f! I: ;1. . ; . \ U' ! Ii
U J U UI U" · '!" . J .' U
FLOOR PLAN
'-n/~r~:'1
~' .' " III
I! I II
. I. I
u U U
PL~ASECHECK:
'. ~Roll-up doors fit in Bays.
. ~Oll-up'doors ~ilLnot hiHruss
~. Roof Pitch '..
-1i:.. Snow Load' . .
~WindMPH.
. ~ Wind Exposure. .
-9.:..Eave Height '. .' "
~Minimum Clearance'
. Draw North Arrow in Circle .
.'....&:.
. -, '.
. .
'. r'"
. . '.
f._..........,..............':'._...._....:._......_-:...~.:-.~..:.............,-...-...;.....-.-.-.'!'.-........."!"............':'.......-...-:-.....-...-':'......-....'1'............;...,.M._..."!"............
........._.......:..__........._.......,................_,_........:M.._.......'!._...._.
i:=..'-t=:tItt::':::ti<~.!-dl~+~+_++-++
I ."'~ . . . .' .
: ':m.......fND.JVJ.lW......f.?b:5t+
''1'
, .
. ,. l . ': " : .
..~..:..__..""t."....__. '~"".""~-"-""';"'-"-'-'~:":-'-"';f-'-'--''!'"''''--''~
...................... ..1........---1I...........'....m....::..................:.....m:..:...........m....._.................
. . .
: :.:
. . .
. . .
. . .
. . .
..............:..................
: :
..........+.-.....-.-:.-.-......
. . .
t._..........~...._........L..__.
. . .
..' .
1 ~ . !
L.......m..L...........L...
. . .
...~.............L...........
....~....L.........:.......1..............m..i..m~:.~..........;.:...)..........m1..m........:m..m...1............1...m.............:
. ......._~.;::::::.- ..j..............+._...._....~........._.. ~ _...._~_......_h.j
",
~.....- ..:-.-.........
.m...::.m......Lm.....:I...
. . I ! : '
'mm.........m...m:L~:::::::::i:.::::~::::~::::::::::::~::~':'::.:: :::~...........~.... ;
.:..:m..ttmmL.,..~bt. mm.: ;
...........J....... j...._.._.~_.........~.J._._._.....+_......_..L...._.....'!.......:.....L...........!.............j
. '. .
. '. .
. '. .
. '. .
. '. .
. '. .
. '. .
..... ........~....+_......----_.......+
. . . , .
. . . . .
. . . . .
. . . . .
. . . . .
. . . . .
. . . . .
. , . . .
, . . .
............~........-...:......._..t.............:...............~........
~..........
l........:....i._..........l..._...-:.....L.........l_
'I .I" l' I !
............0.......-.....:.....-....:..............-.:-.._.......+............
~.....__..-
. . .,
........L__.........L..~.~_.. j .
. .:: : .
~ ~ .. .' . : . ~
~ '~ - - '. ~ 1
........._.+_......-....;....~.._..........._.....;......_...................
" '.
: : ,
. , ' . v.' "
:........~......__..j..:.:......_~.:.::____L_....._~..;_:...L......._...i..._.:..__.;.__.._.._.i._...._._j_.._..~_;...__..:._......_~_._.._.i.__...
. . - ;..
~.._......
_........!.......m...1.............L..___..:_.1~_.:.._.__.];........._.1.............]_.._._....1._;...._.1_.........1.............)...........;
: ::
: ::
~:............ ......_......i..............~.:
. . .
· : , ..; t' ,
, ; . j 1 j ~ , ~
; ; ; ; ~ :
.....Ti.rt::.J
. .
. .
. .
. .
. .
. .
. .
. .
. .
. .'
. .
. .
~.._._..... .................. ..........
. .
. .
. .
. .
. .
. . .
~.-...._-- .......- -......
'13~ .'
~...-.......
_...m.t' . .......:.:' .
. . :....
. . : .' .
. -:. .',.
. : .-.-
, , '. . .
--..-.:' .....~-_.-:;. .'
, ~~~_'. i:~.~:~.r" '~"~>';
. ~ " . " 1'~ '.':" ',:
. . . -
" - :.,. .:....:
. .' .
. .....
. . .
-, )...-...-. ..-........
. . I :t\.: ;.. .
; ":':':.
. r'::'-"'-'
~..-
!:.
'............L:::...._..L........::..i,.........:.L..........i....;..:...J::..::::....L..:......l.........~:..........~,:.......':..m"......+'.......:...i..,.~;....+..........L......,L.:......~............+._....:..,j.,...:..:...~.:....:....;_..:..:,~L_....L..:._..+..,...".....;::..........l:...:......!-..........;..."'.....:
, .: .: . ..: .' . . .; :'- .. ~ :. " ,:.
'; . ....::..~F>>,t..:...:. ;;' ; . .. ';, ., .......J2a,~l. ..' .. .... ..:'
. . :: .' 'i ~ ;- I :', .;' : ' . .J . ': .:. . ~. .... :.' ~ "! ' : . "
t_____L..._._.:L:...::.:..::L:...._l~~..::.__~_.;...~...._.._~~..L~...~..~~.:...~...L_....__......~::.~..::~._......._~:_._.:..~.._____A.:._.~.._L....:.:~~l~_~~_:,_...::...._...__...:..__._....._~::.i;:-..............~;:...:....L~...:.....:.._..:._..:.._.......d.~_.~.~;~._._.._.:.._:..___..;......__._.;.:
. '., ': ' - . . . ".:" . . .' ; . ~ ' '., :" , . :. ,: .
: ':':'BUILDING':ElEVA$ION:, ,'. " .. " . '
. ~. 1 . .. ' :. ..,. ,: . . :-.' . '. '" ". _' : . . . ~ _',' L',.: " ':', ' :' 'j.', .:. ".' '..' .' . .. .-' ..... . ,,' '. .. ' , .
Customer has verified aildapproved.the orientationof'the building to the North and;verifies that, all: items specified in: p.aragraph, 8:of the contract.
"
~:...:._.!...:~.::~ ~.
. . .
. . .
. J ~ .-.:.~...~:.:~-r "
are shown on this drawing~imd vice versa.
.' .. - .- .
. .
Customer Naine:' .
. '. 'I::.Cad # 3~S:5:t
. While.. Clistomer.Copy.
. ", "
Canary-' Office Copy
, . : , .
. CustomerSigniture:
Pink - ACCOUnlin[!'
, . '
.,00~Pem.a.BI~lndUllrlesFR-85 6198
..'~:'~;,~:~~~':~;'Hf_:}:~i~~f:-l\~~ "~~:. ,_' u. _ :.
I FEE $50.00 , 1
~ .~\,
BREMERTON-KITSAP COUNTY HEALTH DISTRICT
. 109 Austin Dr., Bremerton, WA 98312
(360) 337-5285. Fax. (36.0) 337-5291 Ai ~~ 3~5t ~
BUILDING CLEARANCE ~ /.'
FOR - RESIDENTIAL ON-SITE.SE~ AGE DISPOSAL AND WATER SUPP~Y n .
Prior to issuance of a Building Permit, a determination ofwhethertheexisting sewage disposal system and water supply meets code
and/or setback requirements is necessary. A copy will be forwarded to the jurisdictional Community Development or Planning Dept.
F AlLURE TO COMPLETE THE APPLICATION FORM OR TO COMPLY WITH PLOT PLAN REQUIREMENTS MAY
RESULT IN APPLICATION DENIAL. BUILDING CLEARANCE PLOT PLAN REOUIREMENTS:
Three plot plans drawn to scale (1 :20 or 1 :30 mandatory) on a 8 1/2 x 11 or 11 x 17 sheet of paper. Show and label the
north direction. wells. water lines. septic tank. drainfield and reserve areas. structures (proposed and existing). property
dimensions. driveways and all surface water (marine. lakes. streams. etc.) within 100' of septiC system/wells.
**INCLUDE A DETAILED VICINITY MAP ON THE BACK OF TIDSFORM**
SEWAGE DISPOSAL SYSTEM INFORMATION (Print Clearly or type)
NAME OF OWNER :P.flQ..A L..... DON N-14. G:::~::X:5Dl.A..Jll'j
PROPERTY ADDRESS } Sf '7 f A'iZ-R..... ""BLVD.
Mailing Address 15l '7 (1 A {2...~ 13u1D. . O~J\.AS'f2-.-roN
Previous Property Address if Changed LANl< .
Previous Property Owner L.1rJK....Bullder.. L<tJK
Tax Account # 371 '1- 0)';'; - 0/4- o;;)..oY- PlatW__c'l\..J71..fiOb f'i"'ii?-K- Lot /y
Existing # of Bedrooms 3 Proposed # of bedrooms ~
EXPLAIN YOUR PROPOSAL (BE SPECIFIC: Replacing a'mobile home, building an addition, remodeling, adding bedroom(s), will
plumbing be installed in out buildings, etc.): USE BACK OF FORM IF NECESSARY. ~ f'J~>T'I2-v-..~'" ,... 1)~7"-f\c....u .$:'l)
90 ~FD---A,^"",,. 'E rr~(2..-A(.:" s
PHONE NO.::%o~ Lf7Q.:-, / 3.~
. . . City/Zip Code~C1...-\.~N 9 S?) t:;;:"'"
<:1'03.1 .?-.
Y ear House Built
L-1 t~ (<....
WATER INFORMATION Water supply is: -3f Existing 0 Proposed
PUBLIC: Name of System ~ i')(? ~~('I\ s:-fLT~,' ~F:\"'f'~-{L ID#
PRIVATE: D Drilled Well D Dug Well D Spring .,'0 Other
SIGNATURE OF APPLICANT {&~ /&'-.N(v) DATE 1[), \<=;,q~
---'- \ - t/" _ _ ~ I I, -----
PRINTNAME !<:,>(-v(\.J" ,0"5\ ~"",s. PHONE (~e)L{-')...~.74-;)". I(,t(t (work)4:2-C713.{S-~<)
1-"'->:
FOR HEALTH DISTRICT USE ONLY - SEW AGE DISPOSAL SECTION
The proposal is C9-A.;proved D Denied
The existing sewage disposal system has been approved fora_ bedroom home.
_ ~oposed plan has no increase ofse~ge now. . /co ~/,1//~ /
COMMENTS:. ,ct {! (/1an)r' 7
,~~v4~:~~ . - ,/CJPf)f,
Environmental Healu(Specialist \ Date
, '. . .
FOR HEALTH DISTRICT USE ONLY - WATER SUPPLY SECTION
The proposal D Conforms D Does Not Conform to current standards for water supply. ~ NA
COMMENTS:
.' Site Plah '. .
Pt9ase Check After Doing Site Plan: ~ePtic and drainfield . '. a1 bi size . Draw North ArrowCf)'" . Ie.
l1yroperty dimensions ~ewer lines ~ievai'on 01 property
ff~xistlng buildings . etbacks of proposed & existing buildings 0 l3bdies 0/ water
~ Proposed building .' ~)lialn road with mime .' , . oJIoorpian,
o Easements !if Access to proposed building ." ~ Sf,opes & Contours (5' Increments)
Job Name: PAul .4 ~HNA Q.oDblJl ..,a Job Slta Adorass: . '5\,,1' : cAt. 1!.l~ I ."1te.,,..,.mt I UJA
LagalDascrlptlon: ~,. I~ ~"~~. ~~N;..~~~.~tl~IT~N"r;'~'~~.,~'\I~"',~. n~,-1'lA~ . .....
i ' ~r..ir,; 1- Ind. i · A I ,'IL iiL '. .... .
i . ,/ I....., ~
, 1_ ' . = i~Oi
. i "...~: - l Iii
:\~!0~\ ! I II
\',;!~i) .' .1 i.,l,',. .' .....il..........I,.[!... .1', ...
\il(hF:fr-' ... .
; '!\;.:'~r;;)\!: ! I, I . 1,:1
i (\'-i/(::i~ .. · . : I i
i (i~~): I' Ii. L_
j.i_(lJ? -'+-"'-I--"'l~.~I. ! .. :
II fl,..... '_fl . _ I :.
f ,o~ i
t, .1:.
,. __..:1. ........1,.
. '-~
,
. ,{
+"'0'
-+ (J.o'
.;'
SuRe B. 16521 Highway 99' Lynnwood, WA 98037.3199
Evereff: (425) 258-4171 Puyallup: (253) 840-9552
Administrative Headquarters: (425) 743.1555
FAX: (425) 742.4378 Toll Free: 1.800-824.9552
Contractor's lie. if: TOWNGPF099L T
GGB': 129311
Tax Account #:
3 -, ,q - oo:l~ 0 \"-\' O~Q~
.. ,
u
o
"
i
i
t
bjs'l1 ~_~
~"1!"'b ~ ()
! ' i
,.. !.. !
\r~Yf~~t
.t
i
,
t'i~
. I ,
..I. ...j ..
..I,' '.1 A
'I ~
"1'-"~"
....,.. .I~
I
'1.....
, .'
: ,
-,,' ;
-i
;
'.f
t:lisilH G !
i : I i
4~"\tl!~ :
: j. ~~~~'r-l(P
I .
!
I
I
.. ,
,
j
. t..
/'i
, ''''''l-'--u--
,
1._ _....
.t
n'~_. ....
i ,.
I
,
!
i
.. .,'
i
t
I
i
I...
I
1
-t
Suite B -16521 Highway 99 - Lynnwood, WA .98037-3199
Everett: (425) 258-4171 Puyallup: (253) 840-9552
Administrative Headquarters: (425) 743-1555
FAX: (425) 742-4378 Toll Free: 1-800-s24-9552
Contractor's Lie. #: TOWNCPF099LT
DIRECTIONS TO SITE
JOB NAME: _1',4.,U~ eJoo'b tUrN.
SHIP 10 ADDRESS: 1517 €AR'R 13LUl>
13RI2\l~~b11 \nA.
TELEPHONE # AT JOB DROP: :3Coo-l.\7Q., 51"3, ~ ""PAuli 2V e-~
Can a semP turn around at the job drop? 0 Yes rrr No 0 Back-in Only "Other,Au... lh)S.,. ~AC l< - t N
Can a two ton2 get into the the job drop? Iii' Yes 0 No 0 Other
Can a concrete truck get into the drop? ri'Yes 0 No 0 Other
/
Will a 4 wheel drive vehicle be required for deliveries? 0 Yes ~ No 0 Other
Directions
k_~ ~Af vJ
.-k
1Truck Dimensions: 65' long, 8' wide, 12112' high, and it weights 35,000 Ibs. empty.
2Truck Dimensions: 30' long, 8' wide, 12112' high, and it weights 18,000 Ibs. empty.
1. OFFICE - WHITE 2. CONSTRUCTION OFFICE - CANARY 3. CONCRETE CREW - PINK
@1991 Perma-Billlndustries FR-35 5198
..
: " ,." . Site Plar{)~~>/ "" ..:
Pl/lase ClieckAtier DoIng Site Plan: ~ePtiCanddralnfield. . " '. iiI1'ot'si~e.' '. .....:; Draw.NOithArTowm.n " Ie'
elyroperty dimensions ~ewer lines. ' '. ~Ievation of property. . : .
l!1~xisting buildings. etbacks of proposed & existing buildings 0 Bodies of water ... .
I!"f Proposed building ~Jl1ain road with name .' '., OIloorplan '.' .
o Easeme~ts fifAccess to proposed building I . . ~ ,rfSI.opes & Contours (S'lncrements) ".
Job Name: pAVl. it l>OHNA Q.o..bi.,... . J~b Site Aqoress: \$,7 i.c.Alt1l 1!0....~ , B1t~"sR.Tort I UJA
TaxAccounf#: 31 ,q.. 'oo:l~ tH'-\~ n:to'f Legal De.scnption:. 'pA:~1; ,~~li~,~~~N;;~~~~r'j.~;.':,::~~~~t,~~;;:,~~~:~:::~,:2,~~,,~~.:,..",:",,~;;,S::
"r' i ..........1. ......j. ... ... r"1 r i '1' .' :.. [ .., " 'j...[ r.!::T"T::" r.' 1.'J':';:'T':'['r'I".~.
"-'-1 ..-+- ....... . -c~""-l : -\.. .. I'" ... - .... I I.....' ':: I '''1''----1' ... i ....-l-..~t;,c;:.~---; 7..---....t:--~. ~t.'~~.l;~~f~-ll.---.-...."i. ~...t.., .
n i A\~' t"-:""'~-~-~'i!ij .1! L ~It:jl" "l'-Er: ! '1+ 'iF" ... . .~~~L"
'- i-.~\l!Ft';-:-~~-:':~;'-I;.',,7;.L;;~!.-- :....-1'.... ..i. J.[l'......l......J.: i..rt:' [",,'-j.. l ..j"-.......--......' I i '-~I~-...-!.-..~....
'j i: -~ i c,.~-~:-.,;J.;:r=-.~i,l I j, ;' y_ .1...-- 1_ -.-.~L-:---..." . ! .1
,',-- - i- ~-:.... ..-i;.:.~7.:..;._:::~ L" ["~!:~ ~ ;....-...:.-........11,........... .. I.,. " ...........!.'_. ....._
...... "'I;,":B~'1J.l: "-':--=r1{2_! i'; i ii' ~',':'i .; "il'!" im..!..: '1"'>1'''-'\1''; :_,:,..~:""u:"__; -1'....;.. .'r.
, "II Tint".:. I, 'Ii ,': , !. 1 ..I 'I' I :, i~ !~'::n! ,_ 'Ii,~ ,: .,~!, ~," i ,I' '.' .;- 'ji "1"": ...~, .' " 'f" "It ....: ., ,,:,,1...
'I ,~ ~.:J '" l-"" ~ ' ", 'I L.. _____ _.__._...~~____~~j____. _
-- - --.-+ --'---'77b--i~ ~--I'n!7)"!-I--;- . ---I -.-. i-'-'~ "1:1> ~ -1:at;' o~ -.... "-:--'---1'-' ....---;-.-. -. .~...,..-",...... "":-;-" ,,-_..:..,.-_.-'-t..,,-,-,---, i, '-1--"
I L O~T.~LLL.. ~~J -.;.::..L n i D,;, : i"'" , !' 0 LJJP- """,....j : L.... t. ,1'.':' ::':''::: : .: i.:O! . I :.:: .' I' ., I . .
. .... I Ij~JT+ j.m: T tt 1~!TTLf ',r.:I~lgI=:J.~I~.[~t,Ji'r'
. i..-.... ---. i ......:Lfci5..IS. ..--,. ~-r.:t-.... I '~." J~.:Ll~~~:L..:~_
j I: . i i I . I c)l ~ .. :. .", .... '1 : I' : I
'-"'r i, ii6JC&~.... ~! i I;;':: t' '.! ..
! :M\<~.~~' ,,' .. ....i::'[,
. .... .=E[!:;Pl'~..l ~.~:- t.l...J,.~' .'
."',','.,.,.....3...J....... -; -t. 'i",;,i~''( IQ' I' " 10:1 ' ,
I 'CO~I!~t ~,';'''''''''''''' ~....,__....~_ :.... 1 I .....:",,;......r.. ,
!... ~ ........ ." r~ ,el.., ~I ~.=r -: ~r :,i '...... !.."~;~~f.:l.... I~ ~.'." -.... ;'.' !~....i.~.. ~.... .I~--:-.;... ---I.' ---. . )
I ~l' .;;>.,...'<>> ' ,..1.Ul '. '" .j, r ,..; '.... 1,.' : a.,
...........j... 4RA~t!~.!, '(~'.:: .' ..;. ,1.; . L...~;::;:i..,r...~:,...; ..!...! ..;". 'I~' ...i..
i ...-.~ I. ~~';~~ict'1\~~' ~~-!ARrI\4 "H~' F~Vl'b~f';iV..~"X~~tt"-t t~i=1=~'
.....:}- -. i"! . ...:..' .~. =1..t..l.~.+j~r..tI-J=j=tEtj~t;htJ't ~~.f~:I. .
.'~.! .. :.iU[ ".Lr T+: l_: ~j".-~~.jl.:....:.ll.,-....j,..,:..=~.:-..tt,.. ;j',.:jl~..~..]I..:=.ii ~_j.l::.r:g.
, ! i ' I, i ......~I:..~_~~..:_.:: ~. ~t~:..tj- _~'.
, .u . ... ..m! .'. 'cf.l=J.flL-;..:j~.~~.J~iJ~rtr.,Ejt=Jj0=.Lt~:
:./
S~ite B "16521 Highway 99' Lynnwood. WA 98037.3199
Everett:. (425) 258.4171 Puyallup: (253) 8~0'9552 .
Administrative Headquarters: (425) 743.1555
. FAX: (425) 742.4378 Toll Free: 1.800.824.9552
Contrector's Lie. iI: TOWNCPF099L T
CCB#: 129311
i
; ,
+"/~
: -+C;.O'
i
;
'.
Quality: Our Futur~ Depend... ,O~ It. ....
,
,
1
-t .~"
I
1
...
"';"
.... ..
g ,
~:... .........
H
...........
..'.
. ...............
,.....
. "H'
.... ......
....... ......
..
....
.. .....
i '^
!.. .. .-... c..... .. ... ,-.. ...
.
... ...
Q'C'A.'l ...-~ ~ SF A..'l ?:. -...
- -- ~
, ~ 240000 4
~,. ..:.
"
aVE...~S
o 0
JCB
':'99042533
S,:,cc:c;.G-:"
S!.. ::: - .j,,?, - :'.:i
H.O ,j -0:'
oXli=
3
I'
. 4-06-,)),
...
51.
4X6
o
4X6
I
;:'l:1
ae-I
~
24-00-00
"S;;:;;: aEVE:RSE SIDE: 01" -:'ID:S
-PAGi: <'OR. rMPO~ l-lOTE:S
5-04-14
8-03-04
5-07-02
5-07-02
I-as-os
muStar u Ilersi.cn -100.0.1.09
RIm~, -10-28-99
t.aAD OSE: '*6 ~ t.QAD
t.OMBEIl. sntESS !Nc:tE:ASE: , l5. a,"
Pur.:: sntE:SS mcu!:ASE: l5 . 0 ~
t.aADINC L.tVE OEAD (PSE'J
":OP em 25 . 0 5 , 0
aToM em 0.0 l.a
~ 25.0 6.0
E:Xc:::n>T:ONS:
;,,-a a. a
8-C 31..J
SUPPORT CU~
.n:: 'l"n'E liOR%
!.JlS
a
a
CSI SIZE: t.OMBE:1t F'1I
'roP 0.64 2X <; Ot'!.-1800 1800
3nt 0.99 2X " Ot'!.-2400 2400
\1115 0.63 2X 4. SP l"S - ST:1 635
c:xaP'!':ONS:
;:-8 2X -10 !{F - S'1"tl'D H5
3-0 SAHE .\oS =:-a
31.. a
5.0
5.0
~ 3RAC::UO:
'ro1' ~RD - 24
3TH ClCRD - UO
'1'lWSS SPAc:::NG -
V'!:1tT
!.JlS
u.:L8
2476
1of1:D't'H
!N-SX
5- 8
5- 8
:2l. ac:
w. ac:
84.0 w.
A
c:
Pnl
lICR%. lU.ll..
r..c.Aa Q.S% lt1.
r.JJMIID snESS ~: 15. at'
~ snaDiS-~: LS.O,,"
LaJ.nnr. ...""VE.. mu.n (l!Si"l
'r01' em 2S.a 5.0
3TH em 0.0 ~_o
':'OTJU. 25.0 6.0 31..0
:::JH~ t.QADS (!.JlSl
C 190 RIGB'l"
SUPPOrr CXI':'!:1UA
.:r T"l'PE liOltZ:
!.JlS
A ;om -395
c MOD ~ -395
~ ucxr
lIE%I. om - 48': om - 4S%
/lIEKBR. CS1: P <IJIS 1 !1e1.ST" !1e:z.NC
TOP emm:s
A-? 0.54 56:J. c: 6677 -4:30
F-Q 0.56 4825 C 4:30 -30J.5
8-G 0.56 4.S:5 C 30l.S -4:30
G-C' 0.5"4 5'6:1: c: 4:30 -6677
8QftOM C3ClmS
A-C: 0.99 571.6 :- 1l!9 239
;;:-51. 0.46 4073 _. -2:19 8:3
.
S1.'-O 0.46' 407J ~ -8:3 239
o-c 0..98 S7U !" -239 -789
WEBS
?-E lS:4 r:- ;;:-9' us: -:
a-a l686 'r' O~ 1.5:7 C
m..w.. IJE!'1: - 0.44- A-rn .,
~ OEFL .. 0.3S- . aaa-~/360
5PJUl/DD1: (m.~ -~
. ..--.-
VU'r WIDTH
t.as !N.-> SX
2604 s- 8
2604- 5- a
:..cAD C\SE: ~ 5 ~c:::::c t.O.AI:I
t.UMBD. snu:sS mc::lZDSE: LS . a"
~ SDESS. DICZEloS&. LS . 0"
I.OI-"nm Ll.V1!:. 0D.n (PsrJ
'roll' CED 25.0 5.0
a~ CED o,a r.o
~ ~~o. ~.~
~t;.C1lS.:
A:-Q. Jl..3
a-c a.. 0
SUPPmC: ~T1L.
,JT -::nE. !IOU
r..aa
0..
. tr.
31..0
I MAL~
T7
SL ::: ..)7-:.1
:ro 5-,):'
--;>
5-04-14
8-03-04
r
f
><!
?laci.n~ conforms ~c UBC.
?lace va~ues may oa ver~:~eu
W~~~ aoDn~ns ~~i.neer~, rne.
Grip V&lues are oaaeU on gres.
~& ~e.c. t.umber is SPY-S
excl!12C as silawu OQerv~JI..
?Un:5 - 20 cauCE: :.00:
GRIPP!NG 558-231. PSI ?n ?A.t:R
Wc:.:mE:S lS . at' :NC::U:ASE:
:-mSION 1.339- 465 ?~ PDt ?AI:R
SBEAa. 7S_ 506 PL.t pm ?ALa
:r-~ PLAn: SI%% x: !'
A :.a 0 1. 3.00 n:t.. 00 9.S 2-1.
S' 30'1.a.. 6.00 :c 0..00 c::x c::z
c: 200l. 3.00 XI.:.OO 9.5 2.7-
0 1.01.0- 4-.W x: 6.0a. c:::Jl c:a.
:: 101.0 <4.00 l:. 6.00 c:::Jl. <::L
'? lOO1. 2.00 :c S.OlJ c:::Jl c::t
cr 100l. Lao' r 5. aa. c::t c::lt .
S1. :.J.ao 4.. 00 x: 5.00 c::t 0.0
mn%S:
1. uw;:,;:,~ r-aumnc::ma:D aT" -
050 umR.-1'Xt1SS o tv..
2. ~5.I.S COtiFORKS 'ro
ODe (ANSI/'Z"Pr l-l9~~1.
3. EMP1:R.Icu. ADLQG rs USED.
4.. 1fIlm" uans - UBC. 1994 ::DUX
':'mISS !S OESIQIfED AS'A.
IG.tN II'IBD-FOJlCZ RES" st'sn:M
wnm 5PEm - 80 MRH
MDU. RCO,. !DC:CKT" - 2S'
CPO~ CAT%GOU - S
a~<:1.~ - 1.
s. f1P'VA~.~tcl.aS..f __I .....-
(tJJIBUl r.I:l. ~ - ~ 0 .00) ~
6. TmSa tS. cmmmm. E'aJt
.. NO ~~ t.aAD.
S.a
5.0
A
~
pm.
IfCU RU.
VEJZ:r' 1fID'rH
roas Dt-S:L
2494 5- a
us.. 5- 8
~
~ 12/3'199
(
~_ WIl.lWl...........'tmISS ~IA.I ",- A:
. AI.J:..BIrlI.~ LQ~'I"'l"mnr,
a. AIICm:m: 't'mSJr. Far. A. ~
1KmI:mrr.n.. ta7oD. or 1'90 r.as...
9. ?A.S'f'D. TmJSS" m.. ~ .\,.
l"OX. Ja I.U.. Or' aIIo.t!'r.
1f1lIW;. PDMIT':'IlG sa t1PWAm
loft.Iv ~ OF WAI.X. OlL am:.
10. n.sn::zr rmss ra aac:. c
roR. 338 r.BS OF t11'LIn-.
lfIIIW: PDMI~ NO ut'WARa
MaVEHEN'r' or iIAW. oa am.
JOB
q '?JIOI.I~3,
TO......'.I~ c:.O..."""T1lY
..
SHES NO,
:;c-)
OF
)-/0
?, f?,/"t9
(T-IJ
..
CLE Engineering! Inc.
CALC~LATED BY
i>o.. IV] R.
DATE
J \ 1"
civil. structural. marine. environmenral · survey
CHECKED BY
SCALE
DATE
'ORJ>.C 1"-1 G
~.. Q\JI1C .;:.W1~Ni': 'i=oR,. -r~\)S= &oTTc.M CI40RD
. ~C,.l...OS ~.;t)
s.. i~\l c."u Roe::
. ?1\!{.T1AU-Y E:..Nt.I..O~lO.b Snruc.'iuf(E:.;. (off Na~)
. OI'l;.N S"~\,lC.i"II..U (-it NOTE.')
E:-.NC iRu<;;S
1'-. II II
b 'l='u~ fiT 'I "
/ p"",-.;
::~ ~ll.
I.=..=..=.. ~ - =;:H=~=,:=.~
d):J 11 l"f' MA'X..
I all:: ~ -a",'/ S'P~71 (\
.:.l II 011 Q::I
I 14
-A... II 'I uJ >
1 -&-:'==Ii'-='::=':'=-:'
II
II
~ ~orE ~
- .
5 P E"" elM.. 5 R;.<.l N Go
ic., lU:!Q.ul~Eb Fo(l-.
8-1 b '\"';4J ~~ ~ "1"\0 t1 Q4 0 ft~
~\-l.~ II O~~!.NG It iN . ~
~~ -w.~ 1S. LMZ.&-Elt. "ruM-l j4.
~~ ~ oJEt-\- ~ull..b-\t-J~,
II
II
S\'D~
W Po..u...
11
11
\/1 ~vv
@
SL-O ~
P-""l'-I
T~\l~
. \
iYf\c...a.-L r:,~~~ "'-i
Th e: ~~s. Ibdii~"'\
U4o~,fuI.L L~~
of BU\l..~H 6- ?e1t..
~, ~/~K-1- ~ k-W..
~ .,.?.J.J Coi'iiJ ~ ,
1="Ul..l.. HT. rosTS. m.
(! ~N1) ....A~
.' "
SHEET NO.
QQio7.1'f3
SI( - 2, ( -r - 2. ')
14M~
1:........ lj: Co~", 1'~ v'
JOB
CLE Engineering, Inc.
CAI.CULA TED BY
DATE
T-/~
':;/<'1/'1'
OF
civil. structural · marine . environmental · survey
CHECKEO BY .
Jlr
DATE
SCAL.E
R<:lQ'" 'P\,)1l!t.IN~
"1.1'>1 "'~Q'Tlol'J, .
No"T1:: : FOR f3U)~ IN"} Sl1lEI..lA\,.l.
---r..~N6Tl\S ~~ THilN (.pS', u::,!:
\w~..O\ATE:- (z.) z",y - x ~~e~
(! eLO~ 1I110-LUH">TH (SH"'i"S:PMN6
...s.. QoTTorvI C~l) 13RJl.C.IN(,.
(.cwwa."\ONS
~....e A. S
~NO ~R"C.E.S.
ii
I
I (l.)IOJ
\ / Typ.
,
~~I>.c.G. 1"Q '"-I>... ~Il-r;\
(2..110d. ,.o~ "'A\<.~
It.A. ~1Q( oP O'A~. .
13I!Ac..€.
~(.iIClt-,J
~
~ T;. 2...'1 Ll\rel!~l a2/l,<../l>/G To
"\X>iTO"1 c.1-\'O~1) t!! l'i' a.c. MI\1C,
AL.16N \AJ / I"OLt. !IT E'r-J1) p~ ~ 'T':'.
eRA,CIN6.,.", e.~ (2.) B"''f If;N6/115
t..E:NGTI-\ 111\1."-1.
(<:)IOQ
'0
)
o,Af.. ~Ac..E.
8oT'T".... 8~AC€.
SA. 'I t..!.NG. nj~
loA'"
~R"C.t.
LA; ('
~A;>'C.f.
I'll'. e~"c..E ll>..P
(t.L~VA.ilC>NI
WI'-l"O~SOI'ltf't\ e:'lt!> ~ :
~lI.l' C. :
C"')lod
(to )Iod
10.J.. @ 12.'o,c." ,...'t
. ~a..
I'" ~ E.!.. "l~N
R..~;:: ~~N)
~l,~ ----.... l
. c..t.it6b,... Cr .. ~
...
~
~
oJ.
Q
~
.5
I
I'
I
~iMl"~oN ~ /i-B~"'CE
2,.,\ uT.~ <!.
1'1' 0.(... M"X.
.
I;::
"::J
at:
f-
(z.)16d E.~. TR.~S
of{ S'T212.'a.
S'I'IlP<:oN C':.It..;. ~.
. E:ll.f' e: ('I)IOcl E~ ~\) ~TRI>t.P
t.~p C..: ((,,)Io.d . 0' .
<~\\Od Ol.ll.c.. ~ltAC.~
~ e.c. Tn "1 'R,PCL
.. '-....
.,-'1'P. Z"''i- t.A.iER"'L ~~~(.IN6 To
aGTTo,,", c.\o\O~O ~
i'1' o.c,o tJllIo.)l., p~ V'SK.z..
of'c"U ~
~t.Q~
<; €..(.. I \ ON ;@
"~f>E:<:"'IAL f:,RAc..ll\it: .
e:Od
6SEl 6Se: Se:~ ~NI~NI~N3 ~O~~
~dl~:e: 666L-80-~
l..J.L.J..:.t ..L.J..J.5..I..Jjr:;C.l. J..LLCj. ~~.
.::iviJ . itrJC:ural . :Ilar..Ile . environmental · sUJ:Vev
.' '... ..
; K.ac:: \i4Y~S' tE:Sl~! cR1rE"RIA .
~-~~_.~' U_~!..~-~-L.~/.J~ CD~ lU6C.T f1"~-~1'1oNl ,
. '. i"!iS C,E"t..v..H€" aU$. 5.nwC:r()Q..ES - - U 5~~~~1G.t.4. .
-:-~--~~~<iIJ~ ~~C\I..J ~~ ;":-'1..5;" -\is.1=- : !. -- i ' ,
, .
.' .$ d~lc.;. ~~ '0,
-~_..: '~~.!1.P+t ~~'- '-Jt 1-111 S;T'~; 1.4J1~ ~:Fo-&~ f:j; olt.~
S iRIJ ~""tJ ~
-'
r__.._~_
, .
--*: J~ ~~i1Q~ ~ TiaJ~te\-~~~ -~ :~~..L-fup..;-"-A --#';~":fc,u-~ cC~I-I~~-'
, ---:--- ~~ (H ~i='r~ 1"T"R -~-}..-~~'iTU~ M-4 ~ ~~ Hit-'OiF ~u ~-o,., ~{i~w~--~'L.o lu~;
-_.~..._-_. ..
.-+---
. .' .
~~-'~*--tt-e.:F
" ~
e.l..~l ~ Cz.
i
j
j : : I, . i ,:! \ I, : :.1 ":': ! : Ii! ! :"1
"_____..__.1.--_.__.--L-..- . -. .~ ---
op.; ~ i12aJs.~ ~+I~, ~ (,a~<;llEAA~ ~CD~~6-! i 'j
J~~~S~-{'AU~~~~: i I . .
~;
-~~B;f-
1
c.u..hD'''' ~
I : !
, . I
; ~ : ~ I , ; ~ II" : i
: ' I . t ' ~ " i i !
~-"--~~lM~ ~~I~~
., T~:~'~~
, .
, .
--:- -...-..---.- _. ,,-..- :.-<:-
- , . --.- A , : ! ; I i
: -
I j I ! i j ; 1 I I ! ,j , I i , I I i I
! , ! I I ! I I I I I i I I I
: i ! , , I i : i i . ! I :
! ; , ; ! ! ; , i ! i , ! i ! I i i i i I i i ! i
! i , , , ! , i . , , I ! I
, I , I i , i
--- - I.~-
, ; j ! I I ! i i , I ; I i i I
i , i , , I I I I j i i I ! I i
, ; , i i , , i I ; I I I , I i !
, I I
, ! i I ! : I i i ! i I ; , ! i I , i , i i I ! I ! , , I
i ; I I I I ! , ; I ; i , i ; , ! I
> ,
i I I ,. i I I I ! i I i I I ! , i I I i I : ! i i
! j , , ! i I , I i I
, 1 : ;
, , I , I I ! : . ! T ; I I , r , i I , I -
i , I I i , I , ! i i
; , , ; , i I !
, i i ! i ,
i ; I , I ! ; : I ! j i i I , I i i ! .
i ! I I , ! ! : I , , : . "
I I i I ; : I I " I : ! ! I :
. I ; i I ; I I i I ! ! ,
~"'~f fO.~
Enclosed StructureS
I.
i
, Bay Size
10 12 14
Exp B 12'Eave 320 384 448
16'Eave , 427 51Z 598
ExpC 12'Eave 548 657 767
16'Eave 730 876 1022
.--
i .
I , --
I ! .
I
JOB NAME: Tow t.4 .4 ~o"'~l JOB =#= 'Ie, -m-14;
BY: AtV7R. CHECKED' J/P DATE- o~. ~ I. tfq SHEET T-I ( OF i-ICQ
""
z
~~
0..<
Vl:::<
I- .
Vl....
O~
o..~
~~
l};:::<
""
z
or-:-
;f~
Ul:::;;
o Iii ~
3. 2r~
r.:>
z
(30
o:~
Vl:::<
.... -
Ul....
O~
o..~
BLDG. UNE
~~.)
ENDWALl POST
PER SCHEDULE B.
>-
:z
o
~
(/)
ffi
11.
::II
~
o
i:
C)
. p!.W~Wfu~ K.
BAY SIZE
(14' MAX)
USED
r.:>
z
~0
o..~
Ul:::;;
I-
~~
0..':::'
I
I
I
! ii
I II
--1' --JL4
II PER
I II i
I II ~
I II ~
I II ~
I II!
.~ --it- -
I /I
i !!
i !!
II
II RAKE BtAtd PER
II ~1eU~l ~~fJ)ULE
II ~~~~Nr wI
II
~-.o1-
-1, m>1CA[. II
II
I
I
/I
II
/I
T-
/I
II
/I
II
SIDEWALl POST
PER SCHEDULE A
II
BAY SIZE
(14' MAX)
BAY SIZE
(14' MAX)
SIDEWALL LENGTH
FOR MAXIMUM SEE NOTES 1 & 3
PLAN
GENERAL NOTES
1. BUILDING MAY BE CONSTRUCTED OF AN'( SIDEWALl LENGTH AND
SPAN LENGTH MEETING THE REQUIREMENTS OF THESE PlANS WHERE .
RATIO OF LENGTH TO SPAN IS EQUAL OR lESS THAN :5 (SEE NOTE ;5
ON THIS SHEET AND NOTE 14 ON SHEET 3 OF 7).
2. BUILDING MAY BE A COMBINf.TION OF CLEARSPAN
AND GRID SYSTEM /oS SHOWN ON THIS PlAN.
3. FOR ROOF SLOPES GRrATERTHAN 4:12, BUILDING LENGTH TO SPAN
RATIOS SHALL MEET THE FOLLOWING REQUIREMENTS:
- 40' MAX BLDG SPAN Be 64' MAX SLOG LENGTH: fOR 5:12 ROOF SlOPES,
USE AN EQUIVALENT SLOG LENGTH ... ACnJAI. BLDG LENGTH + 8'. FOR
SHEETS 5, 6 AND 7. FOR 6:12 ROOF SLOPES" USE AN EQUIVALENT
SlOG LENGTH ... ACTUAL BLOG LENGTH + 16' rOR SHEETS 5, 6 AND 7.
- 28' MAX BLOG SPAN Be 60'. MAX BLDG LENGTH: fOR 5:12 ROOF SLOPES,
USE AN EQUIVALENT BLOC LENGTH ... ACTUAl SLOG LENGTH + 8' FOR
SH~~,-6 AND 7. FOR 6:12 ROOf SLOPESL.,USE AN EQUIVALENT
BLOG u:.NI:iTH ... ACTUALBLDG LENGTH + 12' rvR SHEETS 5, 6 AND 7.
4. SPECIFIC BUILDING DIMENSIONS, WALL OPENINGS AND ACCESSORIES
ARE INDICATED ON PERMABILT BUILDING DESIGN SHEET. (ATTACHED)
5. REfER TO SHEETS 5, 6. 7 AND SWB FOR MINIMUM LENGTH Of
ENDWALL AND SIDEWALl CLADDING / BRACED WALlS / STRUCTURAL
EMBEDDED POST REQUIREMENTS.
6. CONSTRUCTION OPTIONS SHOWN ARE AT THE BUILDER'S DISCRETION.
~0 j
g~
!j!:;;: !
~Co
L5-::
FINISH
GRADE ~:
~
SU01SIA.J
DErAIL 7/2 (DR)\
DETAIL 8/2 W/
NO POST.
-"
(SEE GENERAl.
NOTES #3.)
...,
....,j
SIDEWALL
POST PER
SCHEDULE A.
29 GA. METAL
WALL CLADDING
PER NOTE ;;4,
~HEET 3.
OPTIONAL ClADDING
ER NOTE 111, /
SHEET 3.)
DETAIL
113/2.
\
1../ IIII
II I I I I I I III ~ gcJl:Uti/2
I ~II IIII IIII :DP~~H~>'f
L1 U LJ FOR SPREAD F(1QTlNGS.
1"00 GS PER~HEDULE H & J
AND DETAIL 16 2 OR PER POST SPACING
SCHEDULE U 0 DETAIL 16/4
FOR SPREAD FOOTINGS.
SPAN
CD TYPICAL SECTION THRU GRID SYSTEM
OPTIONAL rAVE --[...
OVER~ PER
DETAIL 2{2.
...,
....,j
TRUSS SUPPORT BLOCK ~
SCHEDULE C AND DETAIL 1{2.
SIDEWALl POST PER SCHEDULE A
!11l~l1
co~.? .0
.glfg;~rg
-"'0'" Q ."" 9')
o
z ~
- -..
0,
CJ i~
!~i
a: j~
wd
w-:'"
""" -..
... 0..
- "'0
CJ ~'"
Zcil*
Q) w ~i
-w1:
O ..J-S
o ~;f
l-
I ~
g~
I:;;:
~'"
L5-:: 1f
I
FINISH ~
GRADE ~
I
g
~
I
I
I
0
Z
0
>- i= \I.
:
a: < 10
.... > ""
Z w ~
-'
::> ! w i
0... otS fI!I
O~ 0 ~
%
ors~ Z
$: < t
-'
Z r.L :IE
~ ..J 0
CD
0 < Q
a: z
I- iii i
z
w
C)
29 GA. METAL
WALL CLADDJNG
PER NOTE 1f4,
~~tfu. C.LADDING
~ER Nem; *11.
SHEET J.)
/
GIRTS PER DETAIL 12/2
V-DETAlL 13/2
\
Ul
II,"
, I I I "-FOOTINGS PER~HEDULE H I( J
AND DETAIL 16 2 OR PER
J LJ SCHEDULE U D DETAIL 16/4
FOR SPREAD fOOTINGS.
. SPAN
. r EXPIRES
CD TYPICAL SECTION THRU CLEARSPAN
!!
j[ ~~,:J
ROOF PANEl.Sq r-SIMPSON ANGLE 'A2,3' OCH SlIlE
/lOOF P....EL SCIiE'tlSl ~PtlST ANJ) J,OOG = ON
J:"OR PURUN PER POST. 10d J: 1-1/ZO
NOTt 14. StlT 3. NAlLS.
~N~~I
DE:rA<!. 12/2
W/>lJ.. PANEL ~ t1 ______
SCREWS FOR GIRT. I \:.iH'" ~
PER NOTE #<, ~ '.'
SHEIT J, . .1
S-,llcl (rIP.) . ,
L(\)~
BOL1S PER
SCHEDULE C
.~
io =9:
_ POST PER SCIlEll!JLE A
, 'IT
2 x BLOCK EJ&CH -
SIDE OF POST WI
WlDTIf ro M>.1l:H
POST. 4 11: BLOCK
FOR DOUBLE TRUSSES.
WAU.. PANELS PER -
~TE,'< OR 8"" 1/2
1 ,I
WIDEST DIMENSJJN
or POST U.N.O.
f1'\ SECTION AT CAVE
W"."-Il"
~sm;~~'0ll-
EQUAL WI '00 11:
'-1/2" NAlLS
ROOF PANEL SCREWS SAME .s
Rl'KE BEAM l"ER Nan: f4.
SIlT 3.
+
~ 4-'6cl 0 E"JrrCH -muss
/ ro ENDWAlL POST (SAME
AT coRNER. PO!lf)
PURUN J
,,,,"- 11lUSS 10!' CHORO
ENl)WALL POST-
TRUSS
I-- WALL PANElS
iRUSS BRACING
PER NlJTE #>-
SHEET f3
-*
WIDEST DIMENSION OF
ENDWAlL POST U.N.O.
C!) SECTION AT ENOWAll. W/ TRUSS
2 "."-0"
~~~N~~ ~~$LySNSIDE-
llQ1E;
Of'lIONAl OIIERtIONG IF
USED PER OETAJL 2/2
ROOr~lI'S".~
FOR PURUN ~ f4, ..--:
SHTJ. ,,"'::::::::..
[AVE GIRT ......
WAll PANEL SCREVlS~ :
~:m ;:RT FOR NOTE 44, 'llIIIlI : of-
\~~L1vri6?~ q-
O.C. STACCEREO
~
i'V '"-"-11'
I
I
+ --'II
o~
0, t----;;; ~
I'-- ~2JH~ R
I--- POS1' PER ULE A
1 1/T
} ~ wIDEST DIMENSION
or POST U.N.O.
pO~ RAFTFR CO
= SH>o\ llAFTERS ~
BLOCKS ro M>.1~. ,
OF INTE'RlOR PO'::;"-
2 ): BLOCK
SIDE OF P / WIIlTli
TO MATC ST.
4. FOR
OOUBLE RAFTERS.
RAFTER PER
SCHEDUlE G.
EQL.l^L NUMBER
EACH SIDE OF POST.
WALL PANELS PER _
NOlE 14 OR Ill,
SHT 3. 1 '/:1
=~-
0.
~
A-: _ POST (PI)
~~^" !.:c:~. :;:- >f}O/;~' .
'V<,\, ;_..0...;: ;' 'i".. '#-'
.~ .. - '0,0, '):,.V ~
~ Cf . ..:?t'.::' ~ feR aUlwPm WITH
~~;.:-.-~!--.Jf ~ t.~~CI}~ O~~'LTHE
, ".0';" .:. '>> M>.~ BE CQ~PACml fIlL
- -[;J :~".,',',',,::::::,:,"-".:.'~,
~~l~ A~~~.
~ <J.;..o}~i:i\i ~~i,O~,
~-, -.,~
~ sT~:G'j:01+ ~~R =R~ PAC
'0. -V'/-V'~/>;,~ ~ CONCRm "'X
MIN. DIAMETER
PER SCHEOULE
H A..'1D P
::i
~
=>
8
::I:
U
lJ>
ffi
0.
In
CD ;~_~~?c~ED POST FOOTING W / PAD
TO awJr~W1~ .3-16d ,)_
,.. . (' O.C. 1O,EAl:H fJJ:J;;1
l.OOI(Our EACH SIDE \
4-16. (rIP.) ,~ II"" (
ROOf' PANEL SCllEWS~
TOR PURllN PIR
M7T'E #+. .i...'" J. ~ ~ .
~ ~ 1-:1
::~~ ++1 / ~
~~-I6d :~ '1~~L{2)2Xl~~"WOI<K 0 T
2x6 LOOkOUT EIoCH ~, 11.1.,. ~
SlOE OF POST ~ b 4-180 ('M>~
WAU PAHa ;., ...... .. 0>1>-- BOL15 PER
~~R F'OR ,., 'I... SCHEDULE C
NOli: #4, SHT 3. ~~ -,..
,- 111111~ ~ x BlDCk EACH SWE
~ ~ W/c:-DTH
flAIl. PANaS PER )( BLOCK fOR
"OlE f4 OR fry" . LE TRUSSES.
SHT J. ~
~WI DtMENSlON
OF P U.N.O.
f'2\ SECT. AT CAVE WITH OVERHANG
W,".r'-lT
BAY' WIDTH
iJ"MAX.-
r;F PANa. SCREWS FQR
AAKE BEAM PER NaTE #4.
SH> ..
-~9 .BLOCKING
rll( 4~;"ru-
2-led TOENAlLE,lkH _-
PURUN TO EACH'"
"'IIIIIl ...._
"'IIIIIlll
RAkE B"'" ptR ---:
SCHEDULE fF
+
/
'1
PANEL SCllEWS
EASFORGIRT
R lill1'E '4. Sl{T 3
Ul FASCIA-
'IIf 3-'..
16d RAKE TO D1DWAJJ..
NO RNCE OR BLOCK I fOR c:c>>mNlJOUS RAKE.
~E ~EN SfNSLE . . 1:0 FO=~~~~.}
~~. a / 'lllll1H
~ ':. ~~H8- (rn>.)
l-:W\IL VII 12- R:lR
SINGLE RAKE \
WAlL PANELS
-+
~ -WIDEST O1llENSlON OF
EN~LL POST U.>l.Q.
I5i3\ SECTION AT ENDWAll. W/ OVERHANG
'%7,..,.-0"
--
lEAN-TO MtTAL ROOr 7 le; IotpAL ROOTS 10 OVERLAP
r;~tT~NIN~" f(;tI!W' ~~~~nJr-ro
lliAN tMlN SLOP
01[ snJS POST Of'
to W.'lCH SID""""-L ~ ____ .....-:-
In I ....
~~+~
~ r-ir' ' ill
llAmRS PER ,., -I' 0-
SCHEDULE G ,.,~~ 0
(2) llUlCk 8OLT~ I-- o.f:
PER SCHEDULE G
~D~ ~~~1F~. 1iQ!t;
a.~:;,," roR TRUSS N.
~~"Bu~gzJB ~or. .6 SEE DETAIL t
DOUBLE M
IiO'\ L
\V ,"'-0"
v.; . BOLTS roll
SPAN ANt>
4~~~~~ ~
~RROW ClMENSfON 1"t1r HAlL 2x4 -,
r--r~~ ~ MATCH 1:"<</2-'~ \
(rIP.) ~rt-7J
-L .f., ~",I
l' r
r-t
~
J
~",,<;-onrr ~
ALTERNA'" SIDES
PLAN
.--+,e ~".; --
1s---< . ------'V>1>'--- .: :
_i"~~ZW/~< ~~2x4J
--..- TO PO / 6-'ed
EL vATIOI'-J ~
= ,
POST BRACE lrM.'r NOI 6~ REaD.
SEE SCHEDULE K.
CD I~IOR POST BRACE DETAIL
ROOF' PANU SCRE.WS~
FOR PURUN PER
NOlE #<. SflT 3.
~... BlOCK. NAIL TO EAC1i
TRUSS W/ 2- '6d, ANtlLED.
t;oIll FACH PURUN 10 EACH
BLOCK d: TRUSS WI 2-t6d
AS SHOWN.
t>WL PURUN TO PURUN
SPUCE PER DITAlL 4/2.
18cl 1UJL EACH PlJRUN TO
Bl.DCK. (NOT S'HOMI)
URUN
1:::~
llQ1E;
'Bd frtWLS .SPECmED ABtNE
MA.V BE 0.131- D~ x ;) 1/4
LJ>>,K; &. 5I'ME QUIMT1l"(
CD SECT, THRU PURLfN AT TRUSS/RAFTER
2 '"."-0"
PURUN
ROOF PANEL SCRa'6 ~
FOR RNCE BEAM PER
NOTE ,<. SHT 3.
_ llA~ W1l:r\H
~':~RU~
-r MAX.-
1~1' 3~'TOfN.\JL
I TO TR# ---
+
"
/
"'~ PURUN~
2-18d TOEtU.lL - r 'W.IILL PANEL SCREWS
!'ACii PVRL1N SAME AS f'OR GIR'T
TO TRUSS PER NOn: #4. SHr 3.
TRUSS """ FASCIA-
E>IIMALL POST I'" W/ us:-~: CHORO
11lUSS IN~
PER f2.
#3
-WIDEST DINEHSION Of
ENOWAlL POST U.N.Q.
(1) SECTION AT ENOWAll. WI OVERHANG
2 "-1'-0"
lil!IE:
-~/
':+" J.
+ -+... .I r
.
~\ ~3-'e; EACH GIRl
-rJ- slOar.u. I'OS1
I
,"POST" E
liE 'Y NOT BE REQ'O.
SEE SCHE M.
nE STRIP wI 1
NI'.ILS PER 5CHED
1-1/7
<--,
I
f
...
+
ALTERN>.TE LOCA1l0N -
or liE STliAP
=
llE SfRH) w..1ER1Al..
PER NO'JE #1 0,
SHEEr..
@ lYPlCAL EAVE GIRT 'SPUCE
2 '''-1'-O~
~~T~H d~f" ~
~'~ 1+-_"'/
' " -r._~
10P OF CONCRm1 ~:
fINISH 16-1Od MIN. ,(~ f)
t'iRADE /.... y stm.. STRAP PER
~l----------/ S,C.... ~~ ~~~U;;~~.
CON~ECT AT TOP
,~ ~~~'W~~'~'M'IJ',R)
'<,4"'<,..,,
= . I
TYPICAL DETA!l SH IS FOR EAACED -1- II I
WAll. SEGMENT SHEET 5 Of 7, ~
~Of70R .
C1) ~~ /POST CONNECTION
- punUN PER SCHEDULE 0
"-S" LAP (IotIN.)
r~PANElS .+! U~ .+
IT .:.--j .
.~ I .~-'6d tACH ENO Of~ ~ I
t AS SHOWN OR (5) 0.131"' DIA.
x :5 '/4- LDNG EACH END OF LAO
POST
~ TRUSSES OR RAFnRS (TYP.'
BOTH SPUCE CllNFIClJRA1lONS
ARE EQUN..LY STRONG. EITHER
OJrlE MAY BE WED ;.,T THE
BUILIJERS DlSC1lEI1ON.
"-6" l.Op (IotIN.l
+
.
Q) PURUN SPUCE DETAIL
2 1'_1~''';C"'
1D-1ed lot. (tNSIOE
PLY ONLY IF :Y.)
RAFTER PER
SCHEDULE G
)
,. :1
\., I I
:; .
:; 1;""--
'7'L
~~,
~J
(2) 80LTS PER
SCHEDULE G.
BLOCICp,H SlOE
sr W WIUTH It)
POS .
K FOR
RAF1ERS.
<
00
L!L3"
_~NTERIOR
Lf- PER SCHEDU
(I) INTERIOR POST/RAFTER CONNECTION
2 '"."-0'
TOE NAil T-OfIlT- ~ POST
TO POST W/ 3":'1S(l ~ rl
Q
~
b6 Gllfi. FACE
NAIL 10 POST W/
3-,ed Jl!lM:N A1
Al>lGLE. (1YP.)
!q
'"
WALL PANElS PER
NOTE #^ OR fl1,
SHT J.
=
ALTERNATE GfRT:
::'Cx~.tc;,~2_'6cl
.pER CO~mECTlON
~
~ ~
b6 GIRT. fN:E
NAlL WI 3-~6d
~
21(6 T-GIRT. ~IL
GIR15 1QGE'MR WI
,ed .. ,a"' o.c. (TYP.)
AiT 0.13'. " .. 3-1/4~
LONG NAil C 1 1: D.~.
(1) WALL GIRT DETAIL
2 ,..=" t1'
~NmE' ROOF .. WALL PANELS
AND 'TRUSS/POST
, z%~PE.R
,~
--..... ,
/a" G'l'I'SUM SHEATHING
" ~"~.S" ~,ct;ALv.
.ft!' GYPSUM WAlL
IlOo'RO rn>E "X'
BLOCkED AT EOOES.
USE 6d COOI.ER OR
WALL BOAllD NAJlS /
OR EQUAl e. .,. O.C.
POST '0 BE 00
WI G"r'?SUl1 7AAC
:E:1
2xe
1-~IRT .. 24" o.c.
EE D!:TAIL '2/2
T -GIRT NAlUNG.
.
..
~~~ - ;1E1~
SHr .;.
CD :.:,t'~,~UR FIRE SEPARATION WALL
+
cl.
~fJ~~~~~
NaTE ,<. SHT 3.
3-16" AT POST I
~ .
.
3-16d lW(E TO EACH PURUN
RAkE BEAIoI PER
SOI<El>lIlE F
I t MJ\II.-- ,O-,ed llAkE 10 POST.
PURUN ---' ~I (5-,ad A1 CORNER POST.)
2 x /.!DQER PER ~
~~~u:~ WI ~2 x BLOCK VII W1mH
,e. ~ ,2" o.c. ~JH,tfsd
STAGGERED. (lH" A1 CORNER parr.)
POST PER
SCHEOUL.E: B
I--WAlL PANELS
llQ1E;
LfDGER SUP?ORTS
PURUNS AND NEED
NOT EXTEND TO OR
ATTACH ro POS7S.
WIDEST QINENSlON OF
ENCWAU.. POST U.N.O.
CV SECTION AT RAKE
2 1a_1' r:J'
S-,Sd rAC
~~ SIDE.
PLY ONLY If 2-
3-16d PURUNJ
ro PO'ST
--~
~: :~-
+ I
I. . .
.,~
1;;. ________ I
~ ---,
I.,
\
c
~H&~ii ~ER
/uLrJ L~
-+- P
IIlR POST
EDULE K
2 x BLOCK EACH $I
~~ST~. WI011i 10
4 x B1..DCK FOR
DOUBLE RAFTmS.
~ RIDGE POST IRAFTER CONNECTION
\V ,'-"-11'
WAI..L PA)rlfl. SCREW5:\
FOR GIRT PER "OlE
fol, SI-lT.J.
,ed GAlVANIZED~
e 1rJ" o.c.
2x5 P.T. GIRT-
-t-
f-- POS'"
;- ,.. CONCRETE
FLOOR SlAB
,
:<::, ~::;,~r >:;'.".:;Y
4" MIN.'
E\lBEO
TRUSS ANCIlOR
SIMPSON 'HErA Ie"
;&ti~~~
POST ANO N.\JL
~1i."m' S~
~~~t't~i?~
/)
I
I I-
I I
~
F'00llNG
I>laL.
USE P.T. T-clRT ;.s- PER Drr~lL 12/2
AT BASE or WAll. WHEN NO Sl..4B.
CD ~~. GIRT DETAIL
\ GRlO .. mN.
2x6 P.T. FlAT, NAllfD
:/ '(:,) ~DSwZrs~'O'S 2' , X ~. OEEP FTNC
(2) 1/'1'. ME!\/' --:-r;---(
ill \
I :w: \
__~__ I
(8) 'lid NAlLS \ ......- m I
<A. 2X1 0 11) Posr -'(" ." /
". l.li I
2"1"'" --, _ _ ...-
It. GRID <& FON.
..OR
6X POST
T---
2x6 1'.i.~
..'0 P.T., fA SIDE I '"
0' POST. ?WOE "-l
:t' FRO" 8011'0". I .~....
I
- T Il'CkI'lLL ~
~DET"IL. '6/2.
I
!
:s
.....
I-
fl2S J
-"4.,, I
I
J ,
W ~~ &. BRACED WALl POST ANCHORAGE
SEE SHEET 5 OR e OR SWB
RAKE BEAM PER~ \
SCKEDUU: f
3-1Ed A1 POST I
11=.3-'... RAkE ;0 tACH PURUN
.... 1fid 0 1,: D.C. STAGQERED
, RAkE10llAkE
PURlJN --J _10_1ed RAKE 1'0 'POST.
./' (5-,6d A1 CORNER Posr.)
2. a: L.IOO€R PER -/"' + +
SCHEDULE F. + + ~ 2 .. BLOCK WI WIDTH
NAIL TO BEAM WI ;0 .....1CH POST,
k~. D.C. ~ ~1:t Ar~NER l'OST.)
POST PER .--u-~;~:
SCHEDULE B
WAlL PANELS
J t "ICES! D......ION 0'
ENDWAlL POST. U.N.O.
~DDF PANa SCRtlIIS
FOR flAJCE PER
N01E #4, SlIT3.
+
~ SECTION AT RAKE
2 ,a_l'_fr
3-'ed PURUN-
;0 BLOCk (rIP.)
,METAL"""''''"
4-16d EACH MEMBER
tACH Slot
..-
~~
~~"
C2
M>.1C~ POST OR PER SCHEllULE G
BUILD TO 1!A'lC~ (AS SH_)
OR lRUSS lOP CHORD
OR ~LEVERED
RAKE saw
e? NO POST RIDGE CONNECTION
2 1"."-11' = THIS DIT.6JL IS ALSO APPUC<BLE FOR R'KE
BEAMS CAN\1Lf.\/DlED OIER END'IIALL POS1S.
NOTE: ROOF d: WAU. PN-lD.S
AND TRUSS/POST
CONNECTION PER
DETAIL 1/2-
~:~~p:Wi :L:_'6d.
WAll. CIAllOlNG
r-2XB NAILED [ACt'!
GlRTS PER _ S}fJ ~,~CK ~
DErAIL '2/2 w:
\j},_.~OU"&'~ SFCnON A A
e-'D; (M'.)- ,\, U
4-ltid A ~ i\IA
~-- I J ~~OE ::.
o 1..001<
2x<\-snFFENER EDGE
o 48"' O.C. TO L TO GIRT
...... C-MITAL
W.OO<T ~,...""""n~ . ~:"LL PANElS
u~ u:;:~r' O>TAII
\V ,/'l'-"-rJ'
:::::::
TlWSsJ
TOEloWl 2.,4 -
snFTINER 10
GiRl1HRJJ
PL'l1\'OOO
~
\. .fB!.s~ ..,
~ O. ""AS,lf~
~I"'" ~ '" ~
~"")I ~ :;.. ~
.' w rAI.' l6~. ~ ~~
r ~~~A~ ., i3
- ~
~.c~7Jf.~ ~
. [EXPIRES ~~ .~. I '"
C.\~l\iOltl11113\OOM,!.GlI'3
!~lJ~~j
c~.;>~..!
.o;eg:lifs
s."."a~""
III
o
Iii
~
'"
0>
'"
!
SUOISI^9J
.
o
z ~
- -..
0'
C) i~
~ ;:~
cr:: ,..
wi;
w -:,;.
~~s
~ €!
Z"'~
CD w ~i
'll~
-W~j)
05~~
>- ...
<0
a: A-
10
t- ..
Z ~
::> ~ 0
U) :z
(,D
o .. ..J
O~ :< iii
:: I- ~
olS~ W
:l Q X
Z A-
lE
~ 0
to
0 i:i
:r:
~ i
~
i
m
!
a
~
i
i
i
I
I
~
~~
!~
'.. ~
1- ALL WORK AND MATERIALS SHAll CONFORM TO THE 1997 EDmON OF THE UNIFORM
BUILDING CODE AND AS AMENDED BY LOCAL JURISDIC110N.
A SIDEWALL POST SCHEDULE B ENDWALL POST SCHEDULE TRUSS BLOCK BOLT SCHEDULE 2. TRUSS DESIGN, FABRICATION AND INSTALlATION SHALL CONFORM TO 1'llE 1997 EDmON
All BUILDING WIDTHS TO 40' ALL BUILDING WIDTHS TO 40' C OF THE UNIFORM BUILDING CODE AND AS SHOWN ON THESE PLANS. ENGINEERING
3/4 ~ MACHINE BOLTS W/ WASHERS DESIGN AND SHOP DRAWINGS SHALL BEAR TIlE STAMP OF A PROFESSIONAL ENGINEER
REGISTERED IN THE STATE OF WASHINGTON. TRUSS BRACING SHALL BE IN ACCORDANCE
BAY EAVE HEIGHT BLDG. EAVE HEIGHT TRUSS SPAN WITH THESE PLANS AND WITH THE TRUSS DESIGN DRAWING.
WIDTH BAY
SIZE TO 11' 12' 14' 15' 16' (SPAN) SIZE 3. 1'llE DESIGN SHOWN ON THESE PLANS ARE FOR MISC. STRUCTURES AS DEfINED BY U.B.C.
TO 11' 12' 14-' 15' 16' 20' 24' 30' 36' 40' SEC110N 1624- AND FOR ENCLOSED STRUCTURES ONLY.
10' 4X6 4X6 4X6 4X5 5X5 20' OR 30' 4X6 6X6 6X6 5xe 6X6 10' 2 2 2 2 .3 DESIGN LOADS:
SNOW LOAD: 25 PSF WINO LOAD' 80 MPH, EXPOSURE B ~5% REDUC110N
12' 4X5 4X6 4X6 5X5 6X5 22' OR 32' 6X6 6xe 6X6 eX5 6X6 12' 2 ? 2 3 3 IN WIND STAGNA110N PR SSURE ALLOWED.)
~ BEARING: 2000 PSF
14' 4X6 I 4X6 5X6 5X6 6X6 24',34' OR 36' 6xe exe 6X6 6X6 6X6 14' 2 . 2 I 3 3 4 LATERAL: 200 PSF / FT Of DEPrn
25' ,38' OR 40' 6X5 5X6 6X6 6X8 6X8 SEISMIC ZONE: 3
NOTE: ALL CORNER POSTS 4X6 - ORIENTA110N SEE DETAIL 1/2
NOT CRmCAL EXCEPT IF ADJACENT TO .,so' f1.){I'; 6X6 . aX8 4. ROOF & WAll METAL PANELS SHALL BE 29 GA BHP NOR ClAD, OR EQUAL, HAVING 80 KSI
AN OPENING 1'llEN WIDEST DIMENSION - --.~ ... MIN. YIELD STRENG1'll. ROOF PANELS SHALL BE FASTENED WITH #14 x 1-1/2" SELF TAPPIN(
C!:!OTE : - ~
OF POST IS TO BE PARAllEL TO THE ~~"f'LL EAVE HEIGHTS LESS 1'llAN 11', USE ~X6, SCREWS AT 9" O.C. ALONG EACH PURLlN AND EACH RAKE BEAM AND #12 STITCH SCREWS
THE WAll OPENING. PT AT 26, 28', 36', & 40' SPANS, USE 6X6 AT 24" O.C. ALONG EACH LAP. WALL PANELS SHAll BE FASTENED WITH #9 x 1-1/2"
. SELF TAPPING SCREWS AT 9" O.C. ALONG EACH GIRT.
~ - 5. LUMBER SHAll CONFORM TO THE FOLLOWING U.N.O. ON THESE PLANS:
- 2X4 THRU 2X12: HF NO. 2
0 RAKE BEAM SCHEDULE STRUCTURAL POSTS: 4x6 HF NO. 2 s~s
0 PURLlN SCHEDULE @ RAKE BEAM w/ OVERHANG SCHEDULE 6x6 & LARGER HF NO.1 ROUGH SAWN
BLOCKING: HF STANDARD AND BETTER
/ "'<'Au.SPAN 6. EMBEDDED STRUCTURAL POSTS SHAll BE PRESERVATIVE TREATED FOR 0.60 pet RETENllON
BAY SIZE PURLlN/SPACING BA:- "- BEAM SPAN / IN CONFORMANCE WITH AWPA C15 OR C16. All OTHER LUMBER IN CONTACT WITH SOIL OR
CONCRETE, OR EXPOSED TO WEATHER SHAll BE PRESERVATlVE TREATED FOR 0.4Q pet
SIZE ~ 12' , 14' 10' 12' 14' RETENllON IN CONFORMANCE WITH AWPA C2. NAILS, BOLTS, AND METAL HARDWARE USED
2X6 @ 24" O.C. HF NO. 2 ~ WITH PRESERVATlVE TREATED LUMBER OR BELOW GRADE SHAll BE GALVANIZED.
10' (2)2Xl0 """ (2)2X10 ./ 2Xl0 W/ 2X12 W/ (2) 2X12 W/
2X6 @ 24" O.C. DFL NO. 2 (2)2X12 2X4 LEDGER 2X6 LEDGER
10' (2XtO OF NO.2 AT 14' I3A: (2X12 Hf NO.1 AT 14' BAY 2X6 LEDGER 7. BOLTS SHAll CONFORM TO ASTM A307 AND HAVE CUT WASHERS UNDER EACH HEAD AND
2X6 @ 24" O.C. HF NO. 2 (1)2X12 ~ ". I~ .ISCAB ~ NUT U.N.O.
12' ~ DETAIL 5A/2 DETAIL 5A/2 DETAIL 5B/2 8. CONCRETE FLOOR SHALL HAVE A 28 DAY MINIMUM COMPRESSIVE STRENGTH OF 2000 psi.
12' (2)2Xl0 (2)2X12 DFL NO.2 SPECIAL INSPEC110N IS NOT REQUIRED.
2X6 13 18" O.C. HF NO. 2 (1)2X12 ~xYJ\CAB ~ LEAN- TOfNFORMATION 9. BACKFIll FOR EMBEDDED POSTS SHAll BE GRAVEL, SAND, SANDY GRAVEL OR PIT RUN W/
14' 2X6 DFL NO. 2 @ 18" O.C. (2)2Xl0 ~ (Z)ZX12 ~ OFL NO.1 LEAN-TO BLOG TO BE CONSTRUCTED ADJACENT ONLY -t. MAXIMUM SCREEN SIZE AND DRY ENOUGH TO BE COMPACl1BLE. COMPACl1ON SHALL BE
14' TO ClADDED WAll OF MAIN BLOG. BY MANUALLY TAMPING WITH A 20 POUND MINIMUM STEEL TAMPING BAR IN LIFTS NOT
2X6 @ 48" O.C. + (2) 2x6 2X12 W/2Xap ~ (2)2X10 DFL NO.1 ~ LEAN- LDG POSTS ARE TO BE 4X6 HF ~2 ESlf~R TO EXCEED 8". IMPORTANT: BACKFILL SHAll BE WELL-COMPACTED FOR PROPER
@ 48" O.C. (ALTERNAl1NG) -HF ALL POST . LEAN-TO BLDG FTNGS ARE PERFORMANCE OF THE BUILDING. DESIGN BASED ON AN AllOWABLE LATERAL BEARING
" :< 4' DEEP. PRESSURE OF 4<10 PSF It FT AT FACE OF POSTS. ON-SITE SOIL MAY BE USED PROVIDED
~~- SIDEWAll POSTS E MAIN STRUC SUPPORTING IT MEETS THE REOUIREM NTS AS PREVIOUSLY LISTED.
'f: FOR THIS ALTERNATE THE RAKE BEAM A LEAN-TO STRUCTU All BE f> SCUyDULE A, SHT 10. STEEL STRAP SHALL BE SIMPSON CS 16 OR EQUAL.
IS TO HAVE NO CANTILEVER SPAN. It. BEAM &: SCAB 3 OF 7. 4X6 POSTS S EAC ":lIE 1 2X6 P.T.
SCABS ARE TO BE 8'-0" LONG MIN., ~'~4ru~~~ 11- 19/32" T1-11 OR LP SIDING MAY BE USED IN PLACE OF METAL PANELS ALONG
CENTERED IN SPAN AND ON RAFTER. ~2l RO S OF 16d @ 4" O.C. GS SHALL BE 2'~ ENDWALLS AND SIDEWALLS. SIDING SHAll BE NAILED WITH 8d COMMON OR
CONNECT SCAB AS SHOWN AND lOd @ lt' O.C. I H DEPTH PER SCHEDU OR HEET 3 OF 7. GALVANIZED BOX NAILS AT 4" O.C. ALONG PANEL EDGES AND 1 t' O.C. IN FIELD.
USE DETAIL 50/2. (STAGGERED) ENDWAll POSTS OF THE AlN STRUCTU UPPORTING All EDGES OF SIDING TO BE BLOCKED. FOR SHlPlAPPED EDGES BOTH PANELS SHAll
A LEAN-TO STRUCTUR HALL BE PER SC LE B, BE EDGE NAILED WITH 6d AT 4" O.C. IN ACCORDANCE WITH MANUFACTURER'S SPECIFICA110NS.
SHEET 3 OF 7 ~X6 ST MIN~. FTNGS S E
EMBEDDED PER C ULES H R J, SHEET 3 12. CONSTRUC110N OPTIONS WHERE SHOWN, ARE AT 1'llE BUILDER'S DISCREnON.
SEE SHTS 5, 6, &: SWB FOR ClADDING REO.'S, IF ANY. 13. NAILS TO BE COMMON WIRE, UNLESS NOTED OTHERWISE.
G INTERIOR RAFTER SCHEDULE K I~R POST SCHEDULE @ EAVE GIRT TIE STRAP 14. 0) WHEN DOOR/WINDOW ASSEMBLIES OCCUR IN ENDWA1LS AND AS LIMITED BY
GRID SYSTEM / GRID S~ / SHEETS 5, 6 &: 7 OF 7, EACH SIDEWALL TO HAVE THE MINIMUM ClADDING
SEGMENTS LENG1'llS OF:
BA'-- RAFTER SPAN / ~ HEIGHT ", BLDG. BLDG. TIE STRAP PER DETAIL 11/2 11' FOR UP TO 28' MAX SPAN
BAY WIDTH LENGTH 17' FOR 28' < SPAN ~ 40'
SIZE ~O' /14' SIZE (SPAN) NO TIE BLOG. LENGTH QTY NAILS
lZ' 8' 10' ~, 14' 15' 16' b) WHEN DOOR/WINDOW ASSEMBLIES OCCUR IN SIDEWALLS, EACH ENOWALL TO
20' 36' MAX. 37' TO 60' 5 HAVE THE MINIIMUM CLADDING SEGMENTS LENGTH SHOWN ON SHEET SWB.
(2)2~ (2)2X12 , (4)2Xl0 10' 4-X6 4X5 'f: 4X~ ~ 6X6 6X6 6X6 I I 45' TO 72'
24' 44' MAX. 6
10' (2)2Xl0 OFL N~ ~2 oy2 (2)2Xl0 + 12' 4X6 '# 4X6 'I: ~~ 6X6 ~ 6X6 6X6
(2)2Xl0 SCABS 14' 4X6 '*' 4X6~ 4X6 l/: 6X6 5X~ .....eX6 6X5 28' 48' MAX. 49' TO 84' 7
INTERIOR POS SCHEDULE
(2)2Xl0 H.F. NO.1 (2)~ NO.1 (4)2Xl0 ~ 32' 56' MAX. 57' TO 96' 9 P
II: 4 POSTS TO BE BRACED PER GRID SY~
12' (2)2Xl0 OFL NO.2 ~X12 OFL~ (2)2X12 + DETAIL 17/2 OR USE 6:<6 POST. 36' 60' MAX. 61' TO 108' 11
~ ~)2X12 SCABS 4<1' 54' MAX. 65' TO 120' 14 ALL FOOl1NGS: 18" DIAMETER, 4'-0" DEEP
(2)27 (2)2X12 + (4~ NO. HQIES; 1. NAIL QTY'S SHOWN ARE EACH
(2)2X12 SCABS ./ SIDE OF SPLICE.
POST FQOTING SCHEDULE (WITHOUT CONCRETE SlAB) 2. SEE SHEETS 5, 6, 7 AND SWB FOR
14' (ZYDFL NO.2 I (2)2)(10 Oft NO.1 + (4)2Xl0 OFL~. H POSSIBLE LARGER SPLICE STRAP REQUIREMEI'ITS.
(2)2X8 SCABS ~ /
~IGHT ", J POST FOOl1NG SCHEDULE (W/ CONCRETE SLAB)
.M.QIES : ALL BLOCK BOLTS 3/4" !iI POST FOR SPANS
SPACING TO 10' 12' 13' )!C; 15' 16' EXCEEDING: .........
FOR SPANS WITH NO CANTILEVER, SCABS \. !..BJs EAVE HEIGHT
ARE TO BE 8'-0" LONG MIN., CENTERED 24" ..JJIIIt. ~IA. *24' DIA. POST FOR SPANS
IN SPAN AND ON RAFTER, AND NAILED TO 10' 1 f5' DIA. 18" DIA. 24-" DI~ 34' USE 24" DIA. ~ O~ WA.SIf~ ~ C SPACING TO 10' 12' 13' 14' 15' 16' EXCEEDING:
RAFTER W/ 10d AT 12" O.C. (STAGGERED). 12' 1 f5' OIA. 24" D~ ~DIA. *24" DIA. *24-" D~ ~DIA. 28' USE 24' DIA. ~w~
FOR SPANS WITH CANTILEVER DO NOT USE 10' t8" DIA. ~ 18" DIA. 18" DIA. 18" DIA. 18" DIA. 18" DIA. 34' USE 24" DIA.
SCABS. USE DOUBLE THE QUANTIlY OF MAIN 14' 24" OIA. ~. *24" DIA. *24" DIA. *24" DIA. ** ".,.. ~' USE 24'
24 DIA. ' [18'- ~DiA.' 18" DIA. 18"
MEMBERS. 12' OIA. 18" DIA. 18" DIA. 18" DIA. 28' USE 24" DIA.
~ 1. HOLE DEPTHS 4'-(f U.N.O. ~ I. ~ ~ 14' 11.8" DIA. ~ 8" DIA. 18" DIA. 18", Ol~. 18" DIA. 18" DIA. 24' USE 24" DIA.
.. - HOLE DEPTHS 4'-6" ~~ ~~~~ .
.* - HOLE DEPTHS 5' -0"
HOLE DIAMETERS SHOWN ARE A MINIMUM ~ION~ ~.l.Y. rt 1IQIE:B 1. HOLE DEPTHS 4 -0 U.N.O.
HOLE DIAMETERS SHOWN ARE A MINIMUM
2. SEE SHEETS 5, 6, 7 AND SWB 2. SEE SHEETS 5, 6, 7 AND SWB
FOR OTHER FOOTING REQUIREMENTS. I EXI'lAES ,. -=/-. 00 I FOR OTHER FOOTING REQUIREMENTS.
~~~~~~~
c~:'~.!d>~
1~~g-.g.g~
8~<'l
$uoJ$IAlU
\...
.
o
Z g
:~~
'" :~
~Jj
a: i~
w :~
W":....
~~i
<9.8 I
Z.1l~
(l)w :j
-w!:
O ..J-g
0-...
~...
>- fa.
f/) (IJ
a: 0..
..... W OJ)
to- ~
:z 0 i
:::;:) z 0
z Ii
0 0 ofS
0 l; (I> lID
Z ~
Z W
oC$ GO ...I
~ :) f
z 0 ::E
~ W 0
::r: '"
0 0 i:l
U) z
.... i
~
I
~
~
~
I
I
I
I
I
~
~~
l~
..
BAY
SIZE
10'
POST MATERIAl: DFl NO.1 S4S
.
~
BAY fAVE HEIGfff ./
~.... 8' 10' JliIII' 14'
10' 4~~1il""""4X6 6X6
12' 4X6 ~6 ~ 6X6
14' ..JIll!' 4X6 6X6 ~
",
CORNER POSTS SAME AS ABOVE
4X6 DFl NO.2
,
16'
6X8
16'
6X6
6X8
6X8
POST MAlERlAL: HF WI TYPE & GRADE PER NOTE fJ5, SHEET 3
BAY
SIZE
EAVE HEIGfff
TO 10'
11' 12' 14'
10'
4X6 4X6 4X6
12' _.JJjfF; 4X6 6X60
14' l4X6 I 6X60 . 6XSO
NOTE: CORNER POSTS 4X6
(ORIENTATION SAME AS ABOVE)
.. ALTERNATE POST PER DETAIL 25A/4.
o ALTERNATE POST PER DETAIL 258/4.
--
o ~~:~~I~;S~~ -~,,~ ~
6X64
6X6
6X6
15'
16'
ENOWALL POST SCHEDULE
B AU. BUILDING WIDTHS TO 40' L
~OST MATERIAL: OfL. NO.2 S4S
B . EAV~ElGfff
WlOTH 7' HL
(SPAN) 1"- '9r 12' 14' 16'
20' OR 30' 4X6 ~6 6X8 6X8 6X8
22' OR 32' 4XV 6X8"'lIIIrl.. 6X8 aX8 aXl0
24',34' OR 36' JIIIIl6 6X8 ~ 6X8 6Xl0
26',38' OR ~ 4X6 6X8 6X8 ~O 6Xl0
28' 6X8 6X8 6X8 6Xl~~Xl0
~
.
POST MATERIAl: DFl NO.1 S4S /
BLOC. ... ........ fAVE "~HT
WIDTH.......... 7"''' ,
(SPAN) 8' .....~O' , 12' 14' 16'
20' OR 30' 4X6 4~ 6X6 aX6 6X8
22' OR 32' 4X6 /'OX6 ~ 6Xe 6X8
24',34' OR 36' 4X6/ 6X6 6X6 '-.8 6X8
26',38' OR 40' ~ 6X6 6X8 6X~.... 6X8
2a' , 4X6 6X6 6X8 6X8 ~
/
POST MATERIAl: HF WI TYPE &; GRADE PER NOTE /15, SHEET 3
BLDG.
WIDTH
(SPAN)
EAVE HEIGHT
TO 10'
1 l' 12' 14'
axe
6X6
6xa"
6X6
6X6
6xa'"
20' OR 30' 6X~
22' OR 32' ..Bl(60
24',34' OR 36'~6X6.
26',38' OR 40', "')\"'.
28' 6X6
6XS-
6)(6
6X6
6X/)
6X6
6X6
6)(6
6X6
6X6
6xec
6X6
6XSc
axac
6xec
6xec
6X8C
6xaD
6xa
6X8
6X8
"ALTERNATE POST PER DETAIL 25A/4.
.AL1t:RNATE POST PER DETAIL 258/4.
AU. POSTS -
--
6x6 HF NO,2 ROUGH SIZE (ALL fAVE HEIGHTS &; BAY WIDTHS) .QE
6X6 OfL NO.2 (TO 14' EAVE HEIGHT, 12' BAYS &; TO 16' fAVE HEIGfff,
10' BAYS, BRACE PER DETAIL 17/2 FOR ALL OTHER CONDmONS),
POST
METAL StD~""
WALL PANEL ~
F'OR CIRT PER NOTE
~6~ro~~~IZf.O~
2x6 P.T. GIRT
COLUMN BASE "'I
v=5/tr · BOLlS.
SIMPSON GM.V. cm OR illl>>.l..
r 901 FEL"F 0 8.A$ OF P . IF
POST NOT PREsERIIA .
1/ ~ co~c. SI.All
'i r (2)1+ REBAR, 3' G.
. l/SENOC9tr RANO
'I PlACE PER L 168/4.
,,~ -r....:J:t--'. --=L
."
. <\ '::.~':.~ (;.. ' ." ..:4
,-~~1 '~~"~:"
z
"
10
:!.
"BH:KfIU. I'm
NOTE 1'1. SKI' 3.
. SIZE PER SCHEOUU: u
'. 7 CONCRm fOOTING
;"" < POUREO SEPA....n: FRO" SWl)
f1 FOOTING DETAIL
~'''--1'-(f
\
TO WR
L GRADE.
ON
i--
,
1
+--
I
I
s--
- E<'SE GIll!
..c. SWl
COLUMN BASE
o
FOOTING SCHEDULE - SIDEWALL POSTS
BAY
SIZE
20'
18" x 18" 24" x 2~' 24" x 2~'
10'
12'
14'
24~ x 24~
24" x 2~ 24"
-
15'
24'
~ 24~ x 24~
x 24" 124" x 24.
............
\. ~S~
~ 0" WAS/of'.y. C'
.,.".<..<o.~: 0-:"1
"..~' :,>. \. ~
~~ i;. ~~~
~~ ~.,.g~4~~ ~
~IONAl. ~'l.V. QI;
-.., '(,1,." , /
. I EXPIRES' ~ .,.., ,,0 I
~
1. DETAILS AND SCHEDULES ON THIS PLAN APPLY FOR SPRF.An FOOTING APPUCATION.
2. FOR ANY ClEARSPAN/GRID BUILDING, SPREAD FOOTING FOUNDATIONS
IN ACCORDANCE WITH THIS PLAN MAY BE USED AS AN ALTERNATIVE
TO EMBEDDEO POST FOUNDATIONS, WITH lHE EXCEPllON lHAT
ALL CRITERIA LISTED IN SHT 5 6 ~ (~~f.fli ~ AS
THEY APPLY ARE MET
3. OETAlLS ANO SCHEDULES ON THIS PLAN SUPERSEDE UKE ONES IN
SHEETS 2 OF 7 &: 3 OF 7.
4. FOOTING OPTIONS SHOWN ARE AT THE BUILDER'S DISCRETION, ANY ONE
OR .,ORE OPTIONS MAY BE USED IN THE SAME BUILDING (SEE NOTE 2).
ex. Hr ~
IlOOGH ~
<:IRT
tolEl'AL SIDING
I
~
THIS IS ALTERN"-lE TO:
lliE F NO.1 POST.
lH1S SCHEDULE A
AND RKED A .l.ND/OR
TO exe HF NO. 1 POST.
THIS PlAN; SCHEDULE B
MARKED c
.
.
- ~,~u
!/- ~'i! SCPa
STAGGERED.
SIDEWALL POST SCHEDULE
A ALL BUILDING .WI~I_HSIO 'IQ'; ./
"""",::OST MATERIAL: OFL NO.2 54S/
~.. EA~HT
8' ~ 12' 14'
4X6 ~X6 ~ eX8
12' fJI1' 4X6 4x6 ~ .6X8
14\..... "4X6 4X6 6X8 6X8 ~
'., r: ALL CORNER POSTS 4X6 - ORIENTATION .......-.
NOT CRITICAL EXCEPT IF ADJACENT TO
AN OPENING THEN W1OE:ST DIMENSION OF
POST PARALLEL TO WALL WllH OPENING.
-
).
~
2xe HF NO.2 SCAB
FUu.. HEIl:HT OF POST
Cf) ALTERNATE POST
4 1'-"-0"
416 Hf NO.2 S4S-
16'
6xe"
6X8
6xa
6X8
6xe
GIRT
loIE\'Al SIOING -
=
~
, ,r-- 16d G 1-'IZ' c.e. >till.
'/I LD.'imi OF SCAB.
ST-'GGIREl).
-
- 2X4 HF NO.2 SCAB
FUU. HEIGHT OF POST
nlls IS AN ALTERNATE TO 1liE 6x
POSlS, THIS PLAN, SCHEDUlES A &- B
AND MARKED_
.
~ ~~~NATE POST
.
TRUSS SPAN
28'
36'
40'
FOO11Nc 1 .......
-r---1l
I I _"""'.(MIN.)
'...-r- 12
~ --,
,~----~ I
.1\ ..................,
1 1'"+--. 12
I """'4 (MIN.)
-L. -= ~
L 14 RE""';:';. o.e.
(MAX.) EAtH WAY.
24" x 24-" 24" x 24"
26" x 26" 26" x 26"
26" x 2ft' 28" x 2f5'
ENDWALL & CORNER POSTS
fi6'B\ SLAB / FOOTING PLAN
\3J ,"-,'-(1'
.MQIf;
All FOOTINGS: 1 f5' x 1 f5'
SEE SHEETS 5, 6 AND SWB FOR
OTHER FOOTING REQUIREMENTS.
.---.-.--__._._._L..
~DR POST
4' co Wl
IlACKFiLL PER
NOTE 19. SKI' 3.
~'.: ..L
::~: ~V~...
.~, . .
CONCRfJ'E
FOOTING
II~ IlEB/oR
e 12" c.c.
(MAX.)
EACH \Wri '*
MIN. SIZE PER
SCHEDULE W.
-' .
MAY aE POURED
_PARAU:..f,RO~. F~Qll.~
"-
:---"-
POST
o ;c'. COLUMN III\SE wi
s/e~ II BOl15.
SIMPSON GfoLV. CBXX OR EQUAL
(r~DII7.:tT.:r IlASE ~
r; T1ID.T!D.
.
IE
,~
!J=.. '~'I
. .~ A,..
~~ - .....,. . '-.
'44 .. .' ..;,.
BACKF'lLL piER .'" 4", ,."
NOTE 19. SKI' 3. ~ __
'"
. ..
z
"
.:
~
10
10 ~ :!.
.." "..
i.:- ~'4
14 llESAR
o Sf o.c.
(1oIAX.)
fAcH WAY
MIN. 2'--I!' SQIJARE \. FOO11NG TO BEAR
~{~:: ~=u: ~j ON ~lURAl GRADE.
. MAX. QlJANmY PE1l1<mm I'CR 1HIS I'tlOT1NG AT
EIT>im ENCW>U (I~CLUOING CORNER POSl) IS CN
NO UlMr AT SlDEWAUs.
~ ~~1~-~ fOOTING DETAIL (NO SLAB)
P.T. POST
-"-- ~ CCUJMN a.<:sE WI
r ... - 5/a~ 0 BOLlS.
SIMPSON SALV. C8XX OR EDlIAL
: /r~~~~
,-'~r-';"'. .
NUAL SIDING
W~ PANEL. SOfil:EWS~
FOR clRr PEll NOTE /14
Hid ~"M1lzm
a 1r1' o.c.
2:J:5 P,T. .GIRT
..... .-4
eONCREIE
f00llNG
. . A. .
. :~~.:'. ::: t;:...... ::.::....;.. :.~~
~ __1~:-:~..;::~..
;.,
BACKFiLl PER
N01E ,... SHT 3. _
Z
:i
!
14 REBAR
@ tf' c.c.
(1IJoX.)
EACH WAY
\ FOO11NC TO BEAR
ON ,.,l1JR/oL GRAI>E.
Mf'N. SrzE PER SCHErXJLE U
AND SCHmUll Vi IF APP1..1CABLE
Cf) ~~~~ FOOTING DETAIL 'POST IN CONe.)
V1COLuMN &5E WI
" 51!!:' " 8OLl$.
SlIo!!'SCN GfoLv'r OR EllUAl
/
.~ .
.
0)
FOOTING SCHEDULE
GRID SYSTEM
INTERIOR POSl&
FOOTING SIZES:
'i
.
y - lS" x 1f5'
- 20" x 2rf
24. x 24"
.~
1
WBA
SEE DETAIL 16C/4.
: ~.
%
"
l"
:!.
ALL OiliER POSTS
FOOTING SIZES: 1 f5' x 1 f5'
SEE DET~k l~~t
TlNG TO BEAR
~TURAL GRADE.
SEE SHEETS 5, 6 AND $We FOR
OTHER FOOTING REQUIRE~ENTS.
(;J I,~OR POST SPREAD FOOTING
o 1 2 3
I " 0-_-......1
1 INCH e I FOOT
~
111J~~~
Cg~">e ..,!
.Q:2~crg
.2."O"'Do"O"'De
o
z ~
1ft ~ J:
..... :::s
Z~~
-a: .~
=~
wh
w~'"
Z--
-~~
(!J '5 <>
Z"'~
Q)W ~i
t~
- Wal.
O..J-g
o ~lf
>- 0 ...
~ CD
a:: 0 IL
..
I- 0 ...
Z Q. i
;:) Gtf 0
z:
0 Z GI
~ (I)
0 C!) Ii
z Z IL
ClIS % r- ~
CI)
< IL i
z ~
Q ~
~ < 0
W <<I
0 a: Ii
I- 0.. z
(/) i
~
I
~
;j
~
i
i
i
I
i
!( :~,,; J
MINIMUM LENGTH OF ENDWALL CLADDING
~ Segments to be min. 0/3.5 (min. of 2'-6" long -8' Eave)
.'" (See Note 6) 0 = Door Height
SPAN
LENGTH 20' 22' 26' 28' 30' 32' 34' 36' 38'
20' 8.4' 8.6' 9.2' 9;6' 10.0' 10.2' 10.6' 10.8" 11.2'
24' 10.0' 10.2' , 11.2' 10.6' 11.8' 12.2' 12.6' 13.0' 13.4'
28' · 11.6' 12.2 13.0' 13.4' 13.8' 14.4' 14.8' 15.2' 15.6' 16.2'
30' · 12.5' · 13.0' 1. 13.9 · 14.4'. 14.8' · 15.4' · 15.8' .16.3' .16.7' .17.3'
32' · 13.4' · 13.S' · 14.2' · 14.S · 15.4' · 15.8i · 16.4' · 16.8' .17.4' .17.8' .18.4'
36' .15.0' .15.6' 16.2'" 16.6' .17.2' .17.8' .18.4' · 19.0' .19.6' · 20.2' .20.8'
40' .16.6' .17.2' 18.0' .lS.6'.19.2' .19.S' · 20.4' · 21.2' .21.B' .22.4' 11I23.0'
42' · 8.8' .18.2' .19.2' .19.6' 11I20.2' "20.8' · 21.6' .22.2' .22.9' .23.5' .24.2
48' · 10.0' .10.4' .21.6' .22.2' .23.0' .23.8' · 24.6 .25.4' .26.0' .26.8' .27.6
52' .. 10.S' .11.2' '"11.7' .24.2' .25.0' .25.8' · 26.6 .27.4' .28.2' .29.0' '"30.0'
56' · 11.7' .12.1' .12.6' .13.0' .26.8' .27.8' · 28.6 .29.6' .30.4' .31.4' .32.2
60' · 12.5 .13.0' .13.4' .13.9' .14.4' .14.9' · 30.S' .31.6' .32.6' 33.6' .34.6
68' - .15.2' .15.8' .16.3' 16.9' 17.4' 17.9' 18.5' 19.0' .39.2
72' .16.1' .16.7' 17.3' 17.S' 18.4' 19.0' 19;6' 20,1' 20.7'
76' 17.6' 18.2' 18.8' 19.4' 20.0' 20.7' 21.3' 21,9'
80' 19.2' 19.5' 20.5' 21.1' 21.7' 22.4' 23,0'
S4' 20.2' 20.S' 21.5' 22.2' 22.S' 23.5' 24.2
8S' 21.B' 22.5' 23.2' 23.9' 24.6' 25.3
92' 23.5' 24.3' 25.0' 25.7' 26.5
96' 24.6' 25.3' 26.1' 26.8' 27.6
100' 26.4' 27.2' 28.0' 28.8
104' 28.3' 29.1' 29.9
108' 29.3' 30.2' 31.1'
112' 31.3' 32.2
116' 33.4
120' 34.5
· FOR H = 10' MAX, (2) 3' SEGMENTS WI (2) STRAPS EA. SEGMENT (SIM. TO lD)) MAY BE USED
AS AN ALTERNATIVE. ONLY ONE ENDWALL(1/4 LENGTH). OTHER ENDWALL 1'O'HAVE LENGTH A
FOR H = g' MAX WJJ:.H 8' DOOR HTS, (2) 2;5' SEGMENTS WITH (2) STRAPS EA. NOTED ABOVE
SEGMENT (SIM. TO (!)) MAY BE USED AS AN ALTERNATIVE. ONlY ONE ENDWALL
BRACED ENDWALL
. .
Eave Height (H) = 12' m9x.
Roof Slope 4:12
SPAN
LENGTH 2Q' 22'~ 24' 26' 28' 30' 32' 34' 36' 38' '40'
20' Ii A II Ii II A II Ii Ii II Ii
24' A II II II II II II A II A A
28' A A A A II A A II II A A
30' A A A A A A A A A A A
32' A A A A A A A A A A A
36' A II II A A A II A II B B
40' A A A A A B B B B B I
42' A A B B B B B B I B B
48' B B B B B B B B B B B
52' I B B B B B B 11 11 e e
56' B B B B B B C C C c e
60' I B B B e C C C C c e
6B' e c c e c e c e c
72' e c c c c c c c C
76' c c e c c c c c
80' c e c e e c D
84' c e c c C D D
88' c c D D D D
92' D D D D D
96' D D D D D
100' D D D E
104' E E E
lOB' E E E
112' E E
116' r
120' r
w
~~~ -
oi~~
:t:o 0
F~ C)ll.
C) z....
Zf5Z0
~ ~..
~5w...."':
Q:o....
~~..,.O
l :~~:;
~G1~O(l)
~~O~
z(l)~;:
~f-'- 0
(I)::> Z
..ogw
~Q.Q: :t:
:::J~_o
~ "~
9~Q:
Iitgs"e
.
Eave Hei9ht (H) ;.. 16' max.
Roof Slope 4:12
MINIMUM LENQTH OF ENDWALL CLADDING
~ Segments to be min. 0/3 o = Door Height
ll<* (See Note 6)
SPAN
LENGTH 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40'
20' 10.0' 10.4' 10.6' 11.0' 11.4' 11,6' 12,0' 12.2' 12.6' 13.0' 13.2'
24' 12.0 12.4' 12.8' 13.2' 13.6' 14.0' 14.4' 14.S' 15.2' 15.4' 15.S
28' 14.0' 14.6' 15.0' 15.4' 15.S' 16,2' 16.8' 17.2' 17;6' 18.0' 18.6'
30' 15.0' 15.6' 16.0' 16.5' 17.0' 17.4' 18.0' 18.4' 18.9' 19.3' 19.9'
32' 16.0' 16.6' 17.0' 17.6' 18.2' 18.6' 19.2' 19.6' 20.2' 20.6' 21.2'
36' 9.0' 9,3' 19.2' 19.8' 20.4' 21.0' 21.6' 22.0' 22.6 23.2 23.S
40' 10.0' 10.4' 10.7' 22.0' 22.6 23.2 24.0' 24.6 25.2' 25,8' 26.4
42' 10.6' 10.9' 11.3' 11.6' 23.7' 24.4' 25.1' 25.8' 26.4' 27.0' 27.7
48' 12.1' 12.4' 12.8' 13,2' 13.6' 14,0' 2S.6 29.4' 30.2' 31.0' 31.8'
52' 13.1' 13.5' 13.9' 14.3' 14.7' 15.1' 15.5' 32.0' 32.8' 33.8' 34.4
56' 14.1' 14.5' 15.0' 15.4' 15.8' 16.3' 16.7' 17.2' 17.6' 36.2' 37.0'
60' 15.1' 15.5' 16.0' 16.5' 17.0' 17.5' 17.9' 18.4' 18.9' 19.4' 39.6
68' 18.2' la.7' 19.2' 19.8' 20.3' 20.9' 21.4' 21.9' 22.5
72' 19.2' 19.8' 20.4' 20.9' 21.5' 22.1' 22,7' 23.2' 23.8
76' 20.9' 21.5' 22.1' 22.7' 23.3' 23.9' 24.5' 25.1'
80' 22.6' 23.3' 23,9' 24.5' 25,2' 25.8' 26.4
84' 23.B' 24.4' 25.1' 25.8' 26.4' 27.1' 27;8
B8' 25.6' 26.3' 27.0' 27.7' 28.4' 29.1'
92' 27.5' 28.2' 29.0' 29.7' 30.4'
96' 28,7' 29.4' 30.2' 31.0' 31.7'
100' 30.7' 31.5' 32.3' 33,1'
104' 32.7' 33,6' 34.4
lOB' 34.0 34.8' 35.7
112' 36.1' 37.0'
116' 3B.3
120' 39.7
BRAceD ENDWALL
~
TH 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40'
20' A A II A A A A II lA lA 1A
24' A A A lA IA lit A II lit IA II
28' A A A A A A A A A A A
30' A A A A A A A A A A A
32' A A A A A A A A Ii A Ii
36' A A A A A It A A A A A
40' A A A A A A A A A B B
42' A A A A A A A >> >> B B
48' A It B B II B B II II II B
52' B B B B B B B >> B B B
56' B B B B B B B B C C c
60' 'B B) I B B C C C C C C
68' - - c c c c c c c c e
72' - - c c c c c c c c C
76' - - - c c c c c c c c
80' - - - - c c c c c c c
84' - -. A__ - C C C C C C c
88' -- ~- r R~~ ~- r C C C C C D
92' I, '/of~ IV;~~ (\~ .- - c c C D D
96' ,~ . ~ ~, - - c) D D D D
100' ! /Jj -" r. ':'_ ~ - - - D D D D
104' ,lit... 4 j I:l., - - - - D D E
,
lOB' ~'$ 1IC.JA 93-.... ~ - - - - D E E
112' - ~ t. - - - - E E
116' - }/," I'f - - - - E
120' r 8lP!R s - I , #+-,c 0- - - - - - - E
l.ENG
8
o::~
OIIl
~
i=woo
C)Z
;zOVl
~o::-1
l.i.le~
ZOO
::lwlS
Q:
~gi=
<~g
w
Z :t:
o~b -
oi~~
o 0
i=r5C)ll.
C) ZIJ..
zf5zo
~iE~""'"
~ow...."':
Q:o.....
~-i~..,.o
1~~
m~ o::~
::>W~O(l)
~
~(I)o::l
z ~~
~~50
..os~
~a..O::::t:
:::JlJ..o -0
"tiS
~.........
9 OQ:
Iitgs"e
~
1. THIS DRAWING IS INTENDED FOR USE WHEN THERE ARE
DOOR/WINDOW ASSEMBUES IN THE BUILDING ~.
TM~EB~ ~~ ARE USED IN CONJUNCTION W SliTS
- B, BASIC PlANS WIND: 80MPH, P B.
2. FOR A GIVEN BUILDING EAVE HEIGHT THERE ARE
TWO TABLES OF WALL CONSTRUCTION TO CHOOSE
FROM. IF THERE IS INSUFFICIENT LENGTH OF ENDWALL
ClADDING TO MEET THE REQUIREMENTS OF THE UPPER
TABLE THEN THE APPROPRIATE BRACED WALL WE
USTED IN THE LOWER TABLE MAY BE USED FOR EACH
ENDWALL. THE BRACED WALL IYPES ARE SHOWN BELOW.
3. IN BRACED WALLS THE BRACED SEGMENTS MAY BE
LOCATED ANYWHERE ALONG THE WALL BRACED
PANELS ARE TO CONSIST OF SIMPSON CS16 STEEL
STRAPS OF THE QUANTITY INDICATED. BRACED WALLS
TO BE CLAD OED.
4. THE BRACED ENDWALL TABLES ARE FOR Et&I:I ENDWALL.
USE 4X6 P.T. FULL HT POSTS EMBEDDED INTO 2' ~ X 4'
DEEP FTNGS 0 EACH END OF EACH BRACED WALL SEGM
PER DETAIL 20/2, UNLESS LARGER SIZE POSTS &
FTNGS ARE REOUfRED PER SCHEDULE ON SHEET .3 OF 7.
5. FOR NON-TRUSSED ENDWALLS, WI DOOR/WINDOW ASSEM.'S
&: ALL ENDWALLS FOR SLOG LENGTHS > 6Q', USE 1) A CONT.
GIRT (FULL SPAN LENGTH) 0 TOP OF ENDWALLS OR 2) USE
SIMPSON CS16-( 16) NAILS EA, END, SIM. TO DTL 11/2.
6. FOR ENDWALLS THAT DO NOT MEET THE REQUIREMENTS
OF SHEET 5, USE SHEET 7 OF 7,
7. WHERE MORE THAN 1/3 OF FTNGS REQUIRE TO BE PAD
FTNGS DUE TO FIELD CONDITIONS. USE SHT 6 OF 7.
8. .l.I..SE 6' OF ADDITIONAL CLADDING OR BRACED WALL IYPE
@) FOR EACH ENDWALL(S) SUPPORTING THE LEAN-TO STRUC.
BRACED WALL /lJt;1 (1) STEEL STRAP
IYPE: SEE NOTE 4~J -___
@ ~ ~EENOTE5
./ -f ;.. ""-
EMBEDDED POST EACH 5' MIN.-12' EAVE HT EMBEDDED POST EACH
SIDE PER NOTE 4. 8' MIN.-16' EAVE HT SIDE PER NOTE 4.
1YP. 1YP.
@
~ (2) STRAPS.Q8
-f I-
5' MIN.-12' HT
8' MIN.-16' HT
~(1) S1RAP
J--tol
10' MIN.-12' HT
16' MIN.-16' HT
@
~ (2) STRAPS
.--.
10' MIN.-12' HT
16' MIN.-16' HT
.QB
('" "'''''
-f I-
5' MIN.-12' HT
8' MIN.-16' HT
~") "'''''
....--.
10' MIN.-12' HT
16' MIN.-16' HT
(2) STRAPS ~ (2) STRAPS
@ l^J l^J
-II- -I l-
S' MIN.-12' HT 5' MIN.-12' HT
S' MIN.-16' HT S' MIN.-16' HT
(1) STRAP~(1) STRAP
@ I^J l^J
I---t I---t
10' MIN.-12' 1fT 10' MIN.-12' HT
16' MIN.-16' 1fT 16' MIN.-16' HT
(2) STRAPS ~ (2) STRAPS
<D II'J Ii\J
-- t----t
10' MIN.-12' HT 10' MIN.-12' HT
1/2e CDX P~O~ MAY BE SUBSTITUTED fOR BRACED
WALL TYPES A - C USING SAME WIDTHS. ALL PLYWOOD
EDGES MUST E OCKED, MIN. 'S' NOM. USE 8d NAILS:
EDGE @ 3" O.~~ INTERMEDIATE FRAMING 0 1't' O.C.
STAGGER PL'fWvvD SHEETS,
~jjj~~~
C '" ~:.> '" . ..
.gie~o:g
..2."0"'''''''0''
J",,,,
zz
00
(i;(i;
15
erer
~~
a'iC'i
ClCl
I ~ g81
~,.,
",,,,
g~",
\... $UOj$IA"J
(.)
Z i
---
0,
(!J i~
Z~~
a: ~~
w ~,~
W-:-
Z~-
(!J ~!
z Jl~
Q) w tii
1!~
-W.ll..
O..J-i
. O~f
UJ
...J
...I
<
>- s: ...
dill
a:: Q a.
Z II)
l- t'!
W"'..
Z ~~
::;:) ~j:Z
0 Z ZglD
0
0 ~ -"'11I
00 .
Z <w~
oe$! a;e
.:ala -
11: 11I%
Z 2a.
~W2
~ 0:0
C!' ~ CD
0 Z Q
I- _ z
Q i
Q
-<
..J
0
~
!
~
~
~
i
~
;
I
Ii
~
f
It
i( ~~,: J
'.,
Eave Heiaht (H) = 12' max.
Roof SloDe 4'12
MINIMUM LENGTH OF ENDWALL CLADDING
~ Segments to be min. 0/3.5 (min. of 2'-(5' IDng -8' Eave)
.. (See Note 6) 0 = MOl(. Door Height
.............SPAN
LENGTH"-- 20' 22'
20' A A
24' A A
28' A II
30' II II
32' II A
36' A II
40' II B
42' II II
48' B II
52' B B
56' B C
60' C C
68' - -
72' - -
76' - -
80' - -
84' - ~
88' -~". -
92' fI"'-. -
~ -
I {100' -
104' -
108' -
112' -
116' -
120' -
24',
26'
BRACED ENDWALL
A A A
A A A
A II II
A II II
A A A
A B B
B II II
B B B
B B B
B B C
c 'C C
C C C
C C Cl.'
c C)~ ..- C
- A) c
./' - c
- - D
28'
30'
A
A
A
A
II
B
II
B
B
C
C
~
C
C
C
C
D
D
32'
A
A
A
A
II
B
B
B
B
C
~
C
C
C
C
D
D
D
D
D
34'
A
A
II
B
B
B
B
B
C~
~c
c
C
C
C
C
D
D
D
D
E
E:
36'
/Ii
A
II
B
B
B
B
II
c
C
C
C
C
C
D
D
D
D
E:
E
E:
E:
f"
38'
A
A
A
B
B
BL",l
i.l'~
B
C
C
C
C
C
C
D
D
D
D
E:
E
E
f"
f"
.
Eave Heioht (H) - 16' max.
Roof SloDe 4: 12
MINIMUM LENGTH OF ENDW ALL CLADDING
~ Segments to be min. 0/3 0 = Max. Door Height
.. (See Note 6)
20'
12.4'
14.8'
17,2'
18.5'
19.8'
11.1'
12.3'
13.0'
14,8'
16.0'
~-
"
......
l.Dl!l H
/v
40'
A
/Ii
A
B
)i"'"
B
B
B
C
C
C
C
C
D
D
D
D
E:
E:
E
E
.
f"
f",
.)
f")
AN
22'
12.6'
15.2'
17.8'
19.0'
20.2'
11,4'
12.7'
13.3'
15.2'
16.5'
17.7'
19.0'
24'
13.0'
15.6'
18.2'
19.5'
20.8'
e3.4'
13.0'
13.7'
15;6'
16.9'
18.2'
19.5'
22.1'
23.4'
26'
13,2'
16,0'
18,6'
19,9'
21,2'
24.0'
26,6'
14.0'
15,9'
17.3'
18.6'
19.9'
22.6'
e3.9'
25.3'
~
-""""'" -
- ~-
BRA
28'
13.6'
16,4'
19.0'
20.4'
21,9'
24,4'
27.2
28.6'
16,3'
17.7'
19.1'
20.4'
23.1'
24.5'
25.9'
27,2'
30'
14.0'
16.8'
19.4'
20.8'
22.2
25.0-
27.8
29.2'
16.7',
18.1'
19.5'
20.9'
23.7'
25.1'
26.5'
27,9'
29.2'
32' 34' 36' 38' 40'
14.2' 14.6' 14.9' 15.2' 15.6'
17.0' 17.4' 17.8' 18.2' 18.6'
20.0' 20.4' 20.8' 21.2' 21.8'
21.4' 21.8' 22.3 22.8 23.3'
22.8' 23.2' 23.8 24.4 24,8'
25.6' 26.2 26.8' 27.4 28.0'
28.4 29.2 29.8' 30.4' 31.0'
29.9 30.6' 31,6' 31.9' 32.6'
34,2 35.0' 35,8' 36.4' 37,2'
18.5' 37.8' 38.6' 39.6' 40.4'
19.9' 20.4' 20.8' 42.6' 43.4'
21.4' 21.8' 22.3' 22.8' 46.6'
24.2' 24.8' 25.3' 25.8' 26.4'
25.6' 26,2' 26.8' 27,4' 27.9'
27.1' 27.7' 28.3' 28.9' 29.5'
28.5' 29.1' 29.8' 30.4' 31.0'
29.9' 30.6' 31.2' 31.9' 3~
31.3' 32.0' 32.7' 3a..t" 34.1'
- 33.5' 34.~ ~5,O' 35.7'
- - ~.7' 36.5' 37.2'
- ~ - 38.0' 38.8'
- l./'
../ -
ENDWALL
""
28' "- 32'
20' 22' 24' 26'
2W A A A A A
24' A A A A A
28' A A A A II
30' A A A A A
32' A A A A II
36' /Ii A A A A
40' A II II B B
42' B B B B 11
49' B B B B B
52' B B ]I B C
56' B Bee C
60' C C C C C
68' - - c C C
72' - - c) C) C
76' - - - C) C
80' - -..... ~ - C
84' - ~- R-f~.- -
88' -4",..<Cf ~A.S.lr? ~ -
92' ,~~:... '~ \~' -
96' -." 'f':# rt-
100' Ilb lki. ~ -
104"~" ,\, 7.. 3~9:r i- -
lOS'
112'
I 116'
i 120'
BPI ES -
..... .1Jf. ,,-
Ir::;"r .J '.- if-
!lllI~ II A A A
^""" A A A A
II..... A A II
A "....Ilo.!A A A
A A ~... A A
A B B -.~ B
B B B JIllil. B
B B B B ~ii
Bee c clIli....
~ ~ ~ ~ ~".
C C C C c ~Ill....
c C C C C
C C C C D
C C D D D
D D D D D
D D D D D
- D DEE
- - E E: E
- - - E: E
34'
36'
38'
A
A
"
A
A
A
B
B
B
C
c
C
C
C
C
C
C
o
W
a::~
om
~
j::ILlO
~ZO
zo(/)
~a::-i
wE~
ZoO
::JILlZ
a::W
r~ ~j::
~~
W .
Z 5
~~~
s~~
~a:: Z
...JW<
l.J..iE~
oo~
~.
~~
~
;::
~~~
~a::
wE
z
::J8...J
~Q:~
o:>~
cd 8'~
ma::w
40'
.NQIES;
1. THIS DRAWING IS INTENDED FOR USE WHEN THERE ARE
DOOR/WINDOW ASSEMBUES IN THE BUILDING ENDWALLS.
~~ 'JPGS ARE USED IN CONJUNCTION WITH SHEETS
7 & SWB, BASIC PLANS WIND: 8OMPH, EXP B.
2. FOR A GIVEN BUILDING CAVE HEIGHT THERE ARE
1WO TABLES OF WALl CONSTRUCTION TO CHOOSE
FROM. IF THERE IS INSUFFICIENT LENGTH OF ENDWALL
CLADDING TO MEET THE REQUIREMENTS OF THE UPPER
TABLE THEN THE APPROPRIATE BRACED WAll. TYPE
LISTED IN THE LOWER TABLE IS TO BE USED.
THE BRACED WALl "TYPES ARE SHOWN BElOW.
3. IN BRACED WALLS THE BRACED SEGMENTS MAY BE
LOCATED ANYWHERE ALONG THE WAlL BRACED
PANELS ARE TO CONSIST OF SIMPSON CS~ STEEL
STRAPS OF THE QUANmY INDICATED. WALLS
TO BE CLADDED.
4, THE BRACED EII/DWAll TABLES E FOR.EACtt ENDWALL
USE 4X6 P.T. FULL HT PO EMBEDDED INTO 2' Gl X 4~.n
DEEP FTNGS 0 EACH E OF EACH BRACED WAll. SEGME..,
PER DETAIL 20/2 U LARGER SIZE POSTS & FTNGS
ARE REQUIRED P CHEDULE ON. SHEET ;) OF 7.
5. FOR NON- ED ENDWALLS, wI DOOR/WINDOW ASSEM.'S
& All. END ls FOR BLOG LENGTHS > 60' USE 1) A CONT
GIRT (f.I.In. SPAN LENGTH) 0 TOP OF ENDWALLS OR 2) USE
SI N CS16-(16) NAIls EA. END. S1M. TO DTl 11/2.
. FOR ENDWAU..S THAT DO NOT MEET THE REQUIREMENTS
OF SHEET 6, USE SHEET 7 OF 7.
7. USE 6' OF ADDITIONAL CLADDING OR BRACED WAlL TYPE
@ FOR EACH ENDWAI.L(S) SUPPORTING THE lEAN-TO STRUC
BRAC.ED WALL .,),~I (1) STEEL STRAP
TYPE: SEE NOTE 4~J -__
@ SEE NOTE 5
^~~
EMBEDDED POST EACH S' MIN,-1Z' EAVE HT EMBEDDED POST EACH
SIDE PER NOTE 4. S' MIN,-16' EAVE HT SIDE PER NOTE 4,
'NP, , lYp,
(!)
W (2) STRAPS.QE
-I I-
5' MIN,-lZ' HT
8' MIN,-16' HT
~(1) STRAP
~
10' MIN,-lZ' HT
16' MIN.-1S' HT
@
~ (Z) STRAPS
.......--.
10' MIN,-12' HT
16' MIN,-16' HT
.QE
f (1) STRAP
-I l-
S' MIN,-1Z' HT
8' MIN,-1S' HT
~(1) STRAP
~
10' MIN,-1Z' HT
16' MIN,-16' HT
(Z) STRAPS ~ (Z) STRAPS
@ lJI.J l^J
-I I- -I l-
S' MIN,-lZ' HT S' MIN,-1Z' HT
8' MIN,-16' HT S' MIN,-16' HT
~(1)STRAP~(1)STRAP
t--'"i t--I
1 N.-1Z' Hi 10' MIN,-12' HT
16' 16' Hi 16' MIN,-16' HT
(Z) STRAPS ---. "" ~ (Z) STRAPS
~~~
CD
',0' M1N.-12' HT
10' MIN,-12' HI
1/2~ COX p~~ MAY BE SUBSTITUTED FOR BRACED
WAll TYPES A C USING SAME WIDTHS. AlL PLYWOOD
EDGES MUST E LOCKED. MIN. Y NOM, USE 8d NAILS:
EDGE G' ~ O.C", INTERMEDIATE FRAMING @ 12" O,C.
STAGGER PLYWOvD SHEETS,
l~lj~~~
r:.~:l? ~ . ~
l~~~:gf~
SUOJ"l"'!'"
(,)
Z ~
;; ~i
~~i
a: .:-
W ;~
W~...
Z 0;:
ift ~g
~ :::<1
Z ril16
(J) W ~~
1~
-W.lllj
O..J-A
O;;,g
......
t/)
..J
..J
<
>- ;: >>;
~ 0 II.
Z ..
.... W Cll
Z !i
:::> C;tD 0
l!J2:
0 ~ Z;!';<<I
0 ~ _1-111
08.
Z <...~
oesi II:~III
c CD Do. :i
Z ~ a: A.
otSO:l!
~ "'0
<!J c
0 Z IS
z
t- O i
Q
<
..I
0
!!
I
:J
I
I
l!
,
~
I
!
5
!1
i[ : ?,,: J
3 --
MINIMUM # OF axe POSTS
~ Use 6x6 comer PQSts, except per notes. 6-8, and include them os
part of the min. IJrequired, as listed below. See notes 9 & 10.
~AN I __
LENGT~'
20'
24'
28'
30'
W . 32'
Z ~
o 36'
.::l~ ~
~~ ~
fJ)~Q.. 42'
u; - ~
ot5e>i= 48'
Q.. ~e> r---:-=-
u.ffizZ 52'
Oi:E~~ . """567
~1.LJu.r-- --==-
fro u. 60'
~ ~-lw 0 ~
16....~~~~~ 68'-
g- - 3::x;1') 72'-
_ C n::!i:
9 ::> 0 I/) 76'-
~ 80' -
.EL '- 84' -
11 '- u.~P~ ~~ -
11 0 e>~~ ~ -::-
1t ~r-:~ 96' ~
12 zn::u.:X; 100' ~ -
- :Jooo -.-::;I
12 ~ 104' - I'" - - - _ _ _.......,
- 3:~It)W
13 gl/)~a:: 108' - . - "I:~- _ _ _ _./
- 1.&.10:3:0
13 1IlQ..1/)u. 112' - _ "' _ _ _ ~_
-
14 116' - - - ~ - - i"" -
~
14 120' - - - _~" _ ./ _
C ~:
Vl I.LJ
~~~ MINIMUM # 0 6Xe STS
u.~8 ~ Use ~X6~ er~. Do ~t. include them as JX!rt of the
001/) minim H required, as hsted ~w. See note 9.
"Il::tt:: SPAN _ _....
LJ~~ ~ 20' ~ 24' 26' 28' 30' 32'~' I 36' 1 38' 1 40'
Z 0
:J~ ~ ~ ~
r ~~~ 24' V ,"-.
~ ~g ! ;Mff I ""'t
/~
~ ,,~ SEEI6X6DE3IGN
d( 36' AE OVE
40' 2 3 3 5 5 6 6 6 6
~~~ 42' 3 3 3 3 6 6 6 7 7
Z ~~~~ 48' 3 3 3 4 4 4 7 8 8
4 4 4 4 Y 4 u.f5~z 52' 3 4 4 4 4 4 4 8 8
4 4 4 V IJI"'" :5 5 OiE~~ " 56' 4 4 4 4 4 5 5 5 5
"11:0 u.
2 4 5...'-5 5 5 ~..to~ 60' 4 4 4 5 5 5 5 5 5
3 3 ~ 3 3 6 ~~~ 68' - - 5 5 5 6 6 6 6
3 ~ 3 3 4 4 ll.LJ~~"" !i: 72' - - 5 * 6 * 6 *6 * 6 * 6 * 6
~ 3 4 4 4 4 ~t5~~1/) 76' - - - * 6 * 6 * 6 * 6 * 7 * 7
3 3 4 4 4 4 80' - - _.....- - * 6 * 7 * 7 * 7 * 7
4 4 4 4 4 4 84' - ~ R-f." ~ * 7 * 7 * 7 **8 **8
4 4 4 4 4 4 . LL. .p~ 88' -~~~r ~7:. ~~ - * 7 **7 **8 **8
- 4 4 4 5 5 O~~~ 92"~ .- ,. . ~~l - - **8 **8 **8
- 4 5 5 5 5 ~r-:~ 96' ""II~ - . ~ - - **8 **9 **9
w
- - 5 5 5 5 za::u.:x; 100' b I V - - - **9* **9*
- - - 5 5 5 ~O~~ 104'~: ~~3 093- 7. - - - _ **10*
- - - 5 6 6 g~~a:: 108' - ~~ **10*
I.&.IO:J:O ~
- - - - 6 6 III Q..I/)ti.. 112'. - 1l:f.2.>f. cr
- - - - - 6 116" iltPl 5 -,.:r. 100
- - - - - 6 120'- - -1_
Eave Heiaht (H) = 12' max.
.RooLSIoDe.4:12
Eave HeTaht (H) = 16' max.
RooLStooe 4:12
fi:l
~ Z
I/) fr-
oo~
Q.. wO
1L. zo
001/)
~~
zoo
:Jw~
a::
I. ~5j;
080
~ frlIl
12
13
15
-
16
17
18
20
22
24
26
-
14
15
16
17
18
19
. ).
..
MINIMUM # OF axe POSTS
~ Use 6x6 comer PQ.sts, except per notes 6-8, and include them as
part of the min. # required, os listed below. See notes 6 - 10.
SP ~..
LENGTH I cw... 22' 24' 26' 28' 30' 32' 34' 36' 38' 40'
20' 4""'-445555566
24' 4 4" 5 5 5 5 6 6 6 6
28' 5 5 5' ~ 6 6 6 6 7 7 7
30' 5 5 5 6 "<Ii ~6 6 6 7 7 7 8
32'556 6 ~6 7 7788
36' 6 6 6 7 7 ~ 7 8 8 9 9
40' 7 7 7 8 8 8~. 9 9 10 10
42' 4 8 8 9 9 9 9 ~Q 10 11 11
48' 4 5 9 9 '3 10 10 If"'ll ~11 11 11
52' 4 5 5 10 10 11 11 12 ~. 12 12
56' 5 5 6 6 11 11 11 12 12 ~ 13
60' 5 6 6 6 6 6 12 13 13 14 ~
68' - - 6 7 7 7 7 8 8 8
72' - - 7 7 7 8 8 8 8 9
76' - - - 8 8 8 8 8 9 9
80' - - - - 8 8 8 9 9 10
8~ - - - - a 9 9 9 9 W
88' - - - - - 9 9 10 10 10
9~ - - - - - - ro ro w 11
9~ - - - - - - ro W 11 11
WW - - - - - - - 11 11 ~
104' - - - - - - - - 12 12
108' - - - - - - - - 12 13
112' - - - - - - - - - 13
116' - - - - - - - - _ _
120' - - - - - - - - _ _
22'
-
7
9
10
-
11
11
-
6
7
8
8
'3
10
11
24'
26'
-
9
10
11
-
12
13
14
16
-
9
10
10
11
12
13
14
15
30'
-
10
12
13
-
14
15
16
18
19
-
11
11
12
13
14
15
16
17
28'
-
9
11
12
-
13
14
15
17
18
-
10
11
12
12
14
15
15
16
32'
34'
5
8
-
9
10
10
-
6
7
7
8
9
9
10
8
9
10
-
11
12
13
B
8
9
10
10
11
12
13
10
12
13
-
14
15
16
18
20
21
-
12
13
13
15
16
17
17
bEE 16X8~E~N
BE W
MINIMUM # OF axe POSTS
~
-
20'
24'
28'
30'
32'
36'
40'
42'
48'
52'
56'
60'
68'
72'
76'
80'
.84'
88'
92'
96'
~
104'
wr
112'
116'
120'
~ Use 6x6 comer posts. 09 not include them as JX!rt of the
minimum H reqUired, as hsted below. See note 9.
20'
22'
24'
26'
28'
30'
32'
34'
36'
38'
40'
SEE 16~LSLG1'-l
AOOVIT
2
2
2
2
2
2
2
2
2
2
3
3
...
2
2
3
3
3
3
4
...
2
3
3
3
-w
*
~
6
7
8 0
Q..
9 I.L.ffi~
10 oJ:~~ .
~w r--
11 "ll:t:ln::~u.
6 ~~vo
* 7 "'3!:~~
~~ a::S:
* . 7 ::>w~OI/)
**8
**8
n-
9
**9
**9*
**10*
**10*
**11*
**11*~
~
~
36'
13
14
16
-
17
18
20
22
24
26
28
-
15
16
18
19
20
21
~
6
7
8
9
10
-
6
6
*7
*7
**8
**8
**9
**9
**911i
**10*
**10*
**11*
- ,**ii*
1lIQIES;
1. THIS DRAWING IS INTENDED FOR USE WHEN THERE ARE
DOOR/WINDOW ASSEMBLIES IN THE BUILDING ~.
TM~ N ARE USED IN CONJUNCTION W SHTS
- B, BASIC PLANS WIND: aOMPH, P B.
2. FOR A GIVEN BUILDING EAVE HEIGHT THERE ARE 1WO
TABLES OF POST DESIGNS TO CHOOSE FROM.
6X6 RC. HF #1 CORNER POSTS ARE TO BE USED ON
THE ENDWALL(S) WITH DOOR/WINDOW ASSEMBLIES.
THE TOP 1WO T~LES LIST THE REQUIRED NUMBER
OF 6X6 R.C. HF#1 POSTS, INCLUDING THE CORNER POSTS.
THE BOTTOM TWO TABLES LIST THE REQUIR NUMBER
OF 6X8 R.C. HF#1 POSTS, NOT INCLUDIN HE CORNER
POSTS. THE WIDEST DIMENSION OF X8 POSTS ARE
w TO BE PARALLEL TO THE ENDWALL(S'
Z
o UJ 3. SEE PlAN ON SHEET 1 OF 7 A ENDWALL POST SCH. B
o:::l tii ON SHT 3 OF 7 FOR OTHER ALL POST REQUIREMENlS.
(.I?~~ 4. FOR NON-TRUSSED ENOW W/ DOOR/WINDOW ASSEM.'S II ~
u;~:i' & ALL ENDWALLS FOR B LENGTHS> 60', USE 1) A CONT. .,
OW~~ GIRT (FULL SPAN I) 0 TOP OFENDWALLS OR 2) USE
Q.. a:: z~ SIMPSON CS16-( NAI(s EA. END, SIM. TO DTL 11/2.
g;~~~r...: 5. USE (1) B WALL TYPE@, PER SHEET 5 OF 7,
"""" Wu.. AN'fWHERE ONG EACH SJD~L. SEE BRACED WALL
a::ou. REQUIR S PER NOTES 3 - 5 ON SHEET 5 OF 7.
~~.q-O USE (2 CES, EACH SIDEWALL, FOR BLDG LENGTHS> 68',
:~:!~ 6. F: STRUCTURES H ~ 10', MAY USE 3x THE IJ OF 6X6
I/)Z o::!i: 0515 REQ'D FOR EQUIVALENT II OF 4X6 PoSTS REQ'D.
::>w~OI/) WIDEST DIMENSION OF 4X6 TO aE PERPENDICULAR TO WAlL
7. FOR LEN./SPAN .s 1.5 & H.s 10#' MAY USE 2x THE II OF
6X6POSiSREQ'D FOR EQUIV. OF 4X6 POsrSIQ'D. USE
CLOG PER SHT 5 OF 7 & 1} BRACED WALL TYPE B 0 OTHER
u. ~b~ ENDWALL. WIDEST DIMEN~ OF 4X6 TO BE PERPE . TO WALL
o e>w~ 8. FOR LEN./SPAN .s 1.5 & H.s 12' MAY USE 3x THE II OF
'- ...~fr~ 6X6 POSTs REQ'O FOR EQUIV. II OF 4X6 POSTS~EQ'D. USE
w.:.Jr--1.LJ CLOG PER SHT 5 OF 7 & (1) BRACED WALL TYPE B 0 OTHER
Z O::u.:X; ENDWALL. WIDEST DIMEN. OF 4X6 TO BE PERP . TO WALL.
:Jooy
3:1/)1t)~ 9. FOR "114 !J OF POSTS": RO~ND UP TO NEAREST WHOLE H.
I- 6Xe EXCEPlION: FOR TOTAL OF POSTS OF 9 AND G
~ ~!i:~ & WHEN 11.25, ROUNDING 00 N TO NEAREST WHOLE ~y
III Q..I/)u. BE USED.
10. IN PLACE OF 6X6 POSTS, MAY USE 4X6 POSTS wI (2)
2X6 P.T. SCABS, 3/4 FULL HT & TO 2' BELOW GROOtl1D,
W/ (2) ROWS OF 16d . 4" O.C.
11. DTL 20/2 NEED NOT APPLY FOR NOTES 5.7 & 8. THIS SHT
LATERAL POSJ1sl..J.AYOUT
38'
14
15
17
-
18
19
21
23
25
27
29
~
17
18
19
20
21
40'
I/) 8
tii a:: ~
o 01Il
Q.. ::;:
wO
U.zo
001/)
"!looa:: -j
..P;iC
w~~
Zoo
::JwZ
a::W
r ~5iE
000
~~1Il
14
15
17
-
18
19
21
'23
25
27
29
31
17
-
19
20
21
22
~ fi:l
Vla::~
o o III
Q.. :::!
wO
U.zo
oo(/)
~:::I
..P<
w~3t
~oO
-AWZ
a::1.LJ
I~-
086
~a::1Il
.o-l
~~8~
'- "'II::f!;a::c
,"~r---?5
w
Za::u.:x;
::Jooy
~(.I?It)~
~~!i:~
1IlQ..1/)u.
CONN #1
CONT. EACH POST BOTTOM TRUSS CHORD
TO ROOF LINE. OR CONT. GIRT
__ CLADDING
~.~--
EMBEDDED POSTS INTO FTNGS.
PER SCHEDULE LISTED BELOW, TYP.
(W/OUT CONC. SLAB) (W/ CONC. SLAB)
1.5' ~ X 4.0' DEEP 1.5' III X 4.0' DEEP
2' III X 5.0' DEEP 1.5' ~ X 4.0' DEEP
2' I/l X 6.0' DEEP 2' III X 4.5' DEEP
USE CONC. SLAB 2' 1Il X 5.0' DEEP
2X BLOC)<ING TO
POST WI 16d 0 -.s'
USE #9 X 1 1/'2' SELF-
TAPPI~G SCREWs 0 :s' ~
~
TOP on DOOR
OPENING
. (
I
lI7
CONN #1
POST TO TRUSS CONN #1
POST TO TRUSS CONN #1
POST TO TRUSS CONN #1
& CONN #2: (5) 1
& CONN #2: (8) 16d
& CONN #2: (10) 16d
CONN !J2
- 6X6 POST
- 6X8 POST
- 6X10 POST
OPTIONAL 6X10 ENDWALl POSTS FOR EACH ENDWALL
lIE # I USE (4) POSTS **j * 1 USE (6) PDSTS
**# I USE (5) POSTS **j **, USE (7) PDSTS
e:\W'IUIS:m\91t711714:\
l~~j~~~
c 0 ~-~ . '0
.01 E 8:-s fa
.2.,,~o'V"O~
I~
2
6UOI6IA"~
.
o
:z ~
:~Z
""' ~lS
~ ;i~
a: .~
wI;
ww""
z .:...
-~~
~:!l~
Z<iltlj
(I) W oim-
-wl~
O...l~i
O~f
r- ...
::>>
0
>- >-
~ ~
ca: ...I Cl.
I- ..J =
Z ':liOi
::) a:~ 0
o ~ ~5i
(.) ~ .:lttA
z ..10 .
oCS % ...l!:~
GI oW
C Cl)w -
Z · 0;1
;: Q.a:o
0(0
o ...Ill. ..
..J 0
t- 4( li
.;: :t
Q
Z
W
~
!
j:J
<I
~
i
;
i
i
i
!i
~~
!~
.1.
Eave HeiOht (H) = 12' max.
Roof Slope 4:12
.
MINIMUM LENGTH OF SIDEWALL CLADDING
~ Segments to be min. 0/3.5 (min. of 2'-5' long -8' Eave) j:!:::I:
o M 0 H f ht ~~
~o::
we
ZO-l
::J ~~
~~i5
~~~
.
.., ax. ocr e9
CLEFT OFLINE: lENGTH ~
REQUIRED FOR ONE OR_
BOTH SIDEWALlS COMBIN~
~ 20' 22' l:I ,,8' 30' 32' 34' 36' 38' 40'
20' 10.4' 11.6'1 13.0' 14.4' 15.8' 17.2' 9.4' 10.2' 11.0' 11.S' 12.7 r
24' 18.8' 20.4' 22.0' 11.8' 12.7'
28' 1-23.6 25.4
3D'
32'
36'
40'
42' 10.4' 11.6'
48' 11,0' 11.S' 13.0'
52' 11.8' 12.6' 13.4' 14.4'
56' 12.6' 13.4' 14.0' 14.8' 15,8'
60' 132' 14.0' 14.8' 15.6' 16.2' 17.2' -18.8'
68' - - 16.2' 17.0' 17.8' 18.6' 19,4' 20.4'
72' - - 17.0' 17.8' 18.6' '"19.4' -20.2' 21.0' 22.0'
76' - - - 18.4' 19.4' 20.2' -21.0' - 21.8' 22.6' 23.6
80' - - - - 20.0' 21.0' -21.8' -22.6' -23.4' 24.2' 25.4
84' - - - - 20.8' 21.6' -22.6' 23.4' -24.2' -25;0' 25.8
88' - - - - - 22.4' -23.2' 24.2' -25.0' -25.8' -26.8
92' - - - - - - -24,0; -25.0' -25.8' -26.6' -27.6
96' - - - - - - -24.S' -25.6' -26.6' -27.4' -28.4 '--
100' - - - - - - - - 26.4' -27.4' -28.2' -29.2
104' - - - - - - - - -28.0' -29.0' -30.0' W
-28.8' -29.8' -30.6' Z
108' - - - - - - - - ::J
112' - - - - - - - - - -30.4' -31.4' 9
116' - - - - - - - - - - -32.2 4J
120' -33.0' al
- - - - - - - - - -
R H = 10' MAX (1J 3' SEGMENT W/.(~ STRAPS (SIM. TO~~ MAY BE USED AS AN
JERNATIVE 0 ONly NE SIDEWALL 1.4 R 1 8 LEIIIGTHS. HER SIDEWALL TO HAVE
1..ENG
· FO
AL.
( I / )
BRACED SIDEWALL
LENGTH AS NOTED ABOVE.
~
GTH 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40'
20' IA A A A A A A B B B B
24' IA A A A A A IA B ]I ]I B
28' A A A A A A A B B B ]I
30' A A A A A A /It B ]I I ]I
32' A A A A A A A I B I B
36' A A A A A A A ]I ]I ]I ]I
40' A A A A A A A I B I B
42' A A A A A A A I I I B
48' A A A A A .A A B B B ]I
52' A A A A A A A B B B ]I
56' A A A A A A A B ]I ]I ]I
60' A A A A A A A B B ]I 11
68' - - A A A B B B B I B
72' - - A A II B B B B I B
76' - - - B B ]I ]I 11 B 11 B
80' - - - - B B B II B B B
84' - - - - II II B 11 11 II e
88' - - - - - 11 11 B B C C
92' - - - - - - B B C C c
96' - - - - - - B C C C c
100' - - - - - - - C C C C
104' - - - - - - - - C C c
108' - - - - - - - - C C c
112' - - - - - - - - - C C
116' - - - - - - - - - - C
! 120' - - - - - - - - - - C
LEN
4J .
Z ~
;iz
o~
Siii ~
tsffiz
-J~i
~O~
:-t-l~
~~
Wo
~iii ~
4J .
Z-Jg
;~~
j:!:Q e>
e> (/) Z
Zo:: -
~wz
!.. i= i
oo~
U)-l W
,-J;::.,
-~~
Wo
~iii~
Eave HeiI;Jht (H) = 16' max.
Roof Slope 4:12
MINIMUM LENGTH OF SIDEWALL CLADDING
~ Segments to be min. D/3 0 = Max. Door Height
LEFT OF LINE: LENGTH
REQUIRED FOR ONE OR_
BOTH SIDEWALlS COMBINED
~
TH . 20' 22' 24' 26' 28' 30' 32' 34' 36' 38' 40'
20' 13.0' 14.6' 16.2' 17.8' 19.4' 21.2' 11.5' 12.4' 13.4' 14.3' 15,3' r
24' 23;0' 24.8 26.8' 14.3' 15.3'
28' 28.6 30.6'
30'
32'
36'
40'
42' ,
48' 13.0'
52' 13.2'
56' 14.0' 14.6'
60' 14.6' 15.4' 16.2' 17.8'
68' - - 17.6' 18.4' 19.4'
72' - - 18.4' 19.2' 20.0' 21.2'
76' - - - 19.8' 20,8' 21.6' 23.0'
80' - - - - 21.4' 22.4' 23.2'
84' - - - - 22.2' 23;0' 24.0' 24.8
8S' - - - - - 23.8' 24.6' 25.6' 26.8'
92' - - - - - - 25.4' 26.2' 27.2' 28.6
96' 26.(J' 27.0' 27.8' 2S.8' -
- - - - - -
100' - - - - - - - 27.8' 28.6' 29.6' 30.6'
104' - - - - - - - - 29.4' 30.2' 31.e' .
108' - - - - - - - - 30.0' 31.0' 31.8'
112' - - - - - - - - - 31.6' 32.6
116' - - - - - ~ - - - - - 33.2
120' - - - - - I - - - - - 34.0'
I.ENG
BRACED SIDEWALL
~ 28' I
LE NGTH 20' 22' 24' 26' 3D' 32' 34' 36' 38' 40'
20' lA A A A '" A A A B B II
24'. lA A A A A A IA A B B B
2S' A A A A A A A A 11 B 11
30' A II A A A A A A 11 II B
32' A A A A A A A A B B B
36' II II II II II A A A B B B
40' A A A A A A A A II II B
42' A A A A A A A A B II B
48' A A A A A A A A B B B
52' A II A II A II A A B B B
56' II) Al II II A A A A B B B
60' A) III A A A A A A B B B
68' - - A A A A A A B B B
72' - - A A A A A A B B B
76' - - A A A A A A B B B
80' - -- -- .... - II A Po B B B B
84' - ~- ~/":'~ II II B ]I B II II
,..., ~
88' ~ :-/"'Of ~/A O-~ - B B B B B B
92' ,~~. If - Bl B B B C
i! -. ' 0",,"'-
96' ~. ''-''11: ' ~_ - ll) B B C c
100' ~ l. r.t . 'if - - B C C C
104' ~~~~~3~9a. (A,~ I- e c c
108' -....... ~ ';I - - - - c c c
112' - .6.Y.~ - - c C
116' 4Xl'I ES - If,?c - I - - - - - - c
120' - ..," - - - - - - - - - c
~~
~o::
we
zO.J
::J~~
~5i5
080
~o::iii
4J .
Z ~
o-le>
o~z
::I:Q~
t;(/)~
tsffiz
-JiE~
!..ow
o a::
-.t-l~
:~~
(l)Qo
:;)(/)1-
4J .
z...l~
O-Je>
o~ffi
o-J
~iii~
Za::-
WwZ
-Jj:!:~
.!.. 0 UJ
~o 0::
::JU)-l~
~~~~
gww
4J(I)Q 0
al:;)(I)1-
.MQIE.S;
1. THIS DRAWING IS INTENDED FOR USE WHEN THERE ARE
DOOR/WINDOW ASSEMBUES IN THE BUILDING SIDEWALlS.
FTNGS ARE USED IN CONJUNCTION WITH SHEETS
1-7 OF 7 & SWB, BASIC PLANS WIND: 8OMPH, EXP B.
2. FDR A GIVEN BUILDING EAVE HEIGHT THERE ARE TWO
TABLES OF WALL CONSTRUCTION TO CHOOSE FROM.
IF THERE IS INSUFFICIENT LENGTH OF SIDEWALL
CLADDING TO MEET THE REQUIREMENTS OF THE UPPER
TABLE THEN THE APPROPRIATE BRACED WALL 'TYPE
LISTED IN THE LOWER. TABLE IS TO BE USED.
THE BRACED WALL "TYPES ARE SHOWN BELOW.
3. IN BRACED WALLS THE BRACED SEGMENT(S) MAY BE
LOCATED ANYWHERE ALONG THE WALL. BRACED
SEGMENTS ARE TO CONSIST OF SIMPSON CS16 STEEL
STRAPS OF THE QUANmY INDICATED. BRACED WALLS
TO BE ClADDED.
4. THE BRACED SIDEWALLS TABLE ARE FOR .EACtl SIDEWALL
USE 4X6 P .T. FULL HT POSTS EMBEDDED INTO 2' 9l X 4'
DEEP FTNGS 0 EACH END OF EACH BRACED WALL SEG
PER DETAIL 20/2.1 UNLESS LARGER SIZE POSTS & FTNGS
ARE REQUIRED Pt.RSCHEDULE ON SHEET 3.
5. FOR LEN./SPAN > 1, AS A SUBSTITUTE FOR MIN. CLDG,
USE EMBEDDED SIDEWALL FTNGS, PER SCH. H OR I, SHT 3
OF 7 & A MIN. OF (6) 4X6 FULL HT DOOR POSTS W/
1'-5'1Il x 4' OP FTNGS, PER DTL 16/2.
6. FOR BRACED WALLS AND OPTION PER NOTE 5, THIS SHT.
USE. 1) A CONT. GIRT (FULL SPAN LENGTH C TOP OF
SIDEWALlS OR 2) USE 'SIMPSON CS16-(16) NAILS EA. END,
SIMILAR TO DTL 11/2, 0 EAVE GIRT SPUCE.
7. EACH ENDWALL TO HAVE MIN. CLADDING SEGMENTS lENGTH:
15' OF CLADDING - 40' MAX SIDEWALL LENGTH
30' OF ClADDING - 80' MAX SIDEWALL LENGTH
46' OF ClADDING - 120' MAX SIDEWALL LENGTH
ENDWALL CLADDING LENGTHS MAY BE REDUCED AS FOLLOWS
WHEN BRACED WAlL SEGMENTS ARE USED PER NOTE 6:
1) FOR 'TYPE (i) ALONG EACH ENDWALL CLADDING
LENGTHS L1~ MAY BE REDUCED BY 7'.
2) FOR 'TYPE lc). AlONG EACH ENDWALL CLADDING
LENGTHS uS'fED MAY BE REDUCED BY 11'.
3) FOR 'TYPE (ij) ALONG EACH ENDWALL CLADDING
lENGTHS um MAY BE REDUCED BY 18'.
8. ..llSE 6' OF ADDITiONAL CLADDING OR BRACED WALL 'TYPE
@ FOR EACH SJDEWALL(S) SUPPORTING THE LEAN-TO STRUC.
~gED WAlL --), I (1) STEEL STRAP
SEE NOTE 4~-:.w-____
@ .JXJ/ SEE NOTE 6
A~~
EM~EDDED POST EACH 5' MIN,-12' EAVE HT EMBEDDED POST EACH
51D_ PE{;.pNOTE 4, 8' MIN.-16' EAVE HT SIDE PE{;.p~Ol[ 4.
@
~ (2) STRAPS.QB
-I l-
S' MIN.-12' HT
S' MIN.-16' HT
~(1) STRAP
to----l
10' MIN,-12' HT
1B' MIN.-1B' HT
@
~ (2) STRAPS
.....--.
10' MIN.-12' HT
16' MIN.-16' HT
.QB
f"''"'"
-t l-
S' MIN,-12' HT
8' MIN,-lc' HT
~ ,,' """"
to----l
10' MIN,-12' t{f
16' MIN.-16' t{f
(2) STRAPS ~(2) STRAPS
@ l^J V\J
-II- -:~
S' MIN.-12' liT S' MIN.-12' HT
S' MIN.-l6' HT 8' MIN.-16' hi
1/2~ CDX PL~O~ MAY BE SUBSTITUTED FOR BRACED
WALL TYPES A - c USING SAME WIDTHS. ALL PL '!'WOOD
EDGES MUST E OCKED, MIN. so NOM, USE ad NAILS:
EDGE @ 3" O.C.. INTERMEDIATE FRAMING @ 1'L a.c.
STAGGER PLYWOOD SHEETS,
~~~j~l1
C t>>,. J> .. . ..
.cl~ft:u~g
~."'"Oo.,,.'tJ~
J
I~
If.l
~~
I..
~I('
l sUOlSI"'"
(f)
.J
...I
<
> :t I&.
III
a: w 0.
e ...
t- ..
Z (f) i
:> 0
(l' z
0 z 9)
0 z
0 t- o '"
(!l Ii.
z <
oC5 :i: f:l
CII a:
c m f
~
z olS lIE
~ 0
(!) co
0 Ci
Z z
t- e i
c
<:
....!
()
~
l!
~
~
<l
~
I
is
i
~
;
I
~
~
~EJ
tIhee!
I SWB
8 ... ~ -:....
. . ~
"-'
BF,EMEHTON BUILDING DEPARTMENT
Inspection Report
Permit Number: q q -0 9) q 5
~cope ofworkl:!0j) e!%)cl1uJ G#:..
Address: I (Y t6L-utJ.
Owner: f'1q..U. L (---:> to 0 j;; vv' I J\J
Contractor: --10 t..J AJ ../- Go U (l.J -ne l.(
Phone:
Phone: 1d1RJ- ??~4- -9f)S~
Inspection card/approved plans on site Setbacks
Footings required steel placement Walls required steel placement
Footings: required width & depth Walls: required size
0__- -.----- --- u
Bearing soil (soils analysis if applicable) Special inspector (when applicable)
FOUNDATION
COMMENTS: J0 0 Y\ ~.\-
~ ""~'-"\ 0
,
pevr
~ cJk/
lJ0\r--. \ ~
1.--/0 LA :s
FOOTINGS APPROVED: 0-4-1-1Jl. Id( d-'S fCZ I WALLS APPROVED:
FRAMING
Electrical approved Plumbing & mechanical approved
Crawl space access (min. 18 X 24) Floor joists and beams/proper clearance to earth
Positive connections posts & beams Foundation vents
Posts properly supported Anchor bolts: nuts & washers in place
Mudsill: treated material Floor joists: size & span
Beams/girders size & span NGtchiny & drilling joists & beams, studs
Smoke detectors: all required locations Exhaust fans: where required
Exhaust fans insulated: unconditioned space - --
Whole house fan, outside air intakes each bedroom
Fans terminating directly outisde ._--
Range hood .
Dryer exhaust vent All yent terminations: windows ~ property line
"- - _._~-- -~---
Fireplace combustion air Windows: meets egress requirements
-
Windows: proper U valve Windows: safety glazed where required
Ceiling heights Stairs: headroom clearance
Stairs rise & run; proper width Fireblocking: wall to ceiling, furred walls every 10'
Fire blocking; stairs, soffits, lowered ceilings Fire blocking: tubs/showers
Fire blocking: lids in void spaces, shafts Fire blocking: stuff holes top & bottom plates
Sheetrock backing Wall bracing
Rafters size/notching Trusses: specs, bracing
Attic access Attic ventilation
--
Wall & roof sheathing Shear nailing
- -
Building dried in
COMMENTS:
~l+ '
l -
J / f ()JDO
I .
ENERGY CODE COMPLIANCE
APPROVED:
Insulation: proper R value Insulation: proper fastening
-- Bottom plates caulked to floors
Insulation: vapor barrier
Penetrations caulked as required Electrical boxes gasketed or caulked
6 mil black poly in crawl space
COMMENTS:
UNDER FLOOR/FOUNDATION INSULATION APPROVED:
WALL INSULATION APPROVED:
CEILING INSULATION APPROVED:
MECHANICAL
..---...,---.- ----..--------------------------------------->.-
Venting clearance to combustibles
Appliance clearance to crHlllHlstibles .-A~-
-.---- ----------------------------------------------------1/J-
Venting: size 8. sllpport
--.-- --.--..-..-----.--------------.-.- .._..__._----_._---~.-
Combustion air
"---.-- --..--.------.--.---.--.--.-------......----------.---~--
Gas pipe under test
.------ ._---_._-~--_._--,_._---~
Gas pipe underground min_ 12" below grade
-_._- f-------------_...__________...________._______.__
Gas shutoff within 3' of appliance
-- -.----.
Gas logs: damper permanently open
-----------. ------..-------------------------.-
Wood stoves & fireplaces: Tight-fitting doors
--'--.
Manufacturer's specs on site
---..-.-- -________ ___~n__
ChilTlney: separate flues when required
Appliance lociltion and access, proper support
---~- ...-.--.----------.---
. Vent termination
-------...-.. --.----- ._----_._----._---_..,-~
Ducts: size & support
..--- ----- -
Gas pipe size & supror!
-.----- ---_.__._._._~_._-_._---------_._._------_._--
Gas pipe within 6" or underground-coated
Gas logs safety shut-off
----- Woodstoves EPA Cer!ified----------------.-_3--~.
Woodsloves & fireplaces proper hearth
----- -_.
Crlirnney liner: when required
COMMENTS:
GAS PIPING APPROVED:
FURNACE APPROVED:
OTHER APPLIANCES APPROVED:
DWV & water piping under test DWV: proper grade
--- -----.- --........-- --- .-
DWV proper sizing DWV: proper drainage fittings where required
.-'-- --
DWV & water piping proper support DWV: required c1eanouts
.'----.- -----. ---- ---.---
Vent termination All fixtures vented properly
.--- ----.
Water supply proper sizing S1ll1t-off valves on all fixtures
. ..-------..--... .- ---.--.-.---- -_. ---- '-------.. .---- ----- --
Water heater gate valve on cold water supply Vacuum breakers: where required
~----"-' ....-.---.----------------.------------.-.----. ---.._---.- _._~._--_._---------_._---
Wilter rleater relief valve drain to outside Water heater: siesmic strap
-.-.---.---... ---.------....------------------.--..----..- -'-'--'- ._----_._-------------~--~~--_._-----._-_.
1------ r(-1D pad under water healer when required Water-piping insulated as required
-.--------- ----- --------..- .------
I Grease traps/interceptors where required Proper indirect wastes where required
'--. --- -
PLUMBING
COMMENTS:
PLUMBING GHOUNDWORK APPROVED:___
PLUMBING ROUGH-IN APPROVED
SHEETROCK
Usab
er fastening: nails-?" o c. horiz plane --
nails 8" o.c. vertical plane
---------.-------- .-- ---- -----._---
er fastening screws.12" o.c. horiz. plane (1/2") screws-12" o.c. horiz plane (1/2") 24" oc framing
0-. -.-----..-. ----
er fastening screws-16" oc. vert plane (112") screws-12" oc. vert plane (1/2") - 24" o.c. framing
-- -----.- ---.- -----
er fastening screws-12" o.c. horiz. plane (5/8") screws-12" o.c. horiz. plane (5/8") - 24" oc. framing
-.. . -
ar fastening screws- 16" oc. vert. plane (5/8") screws-12" oc. vert plane (5/8") - 24" oc framing
---- ----..--.-. ---
& occupancy separation walls Draftstops where required
...-.------ -- ..-
Ie space under stairs (5/8" required) Waterboard where required (not on ceiling)
----- ---~--
idors
_._L...__
Prop
Prop
-----. -----
Prop
---....-....--.-- -.----,
Prop
Prop
----.---- -----
Area
Carr
COMMENTS:
SHEETROCK APPROVED:
-.-
Energy code requirements met, exhaust fans Plumbing & mechanical
----.----.-- ..____h______._____._____________________. _______.__________.___ ---.---......- ..-.--.--.--------.--..----.-.------------------. --.-----.-.----.-----...--.- -
Garage/dwelling door self closing solid core Smoke detectors where required
------ --------~--- '--'--. .-.-----.--- ---. ---~..._---_._-~--
Handrails & guardrails, as required Fire ratings maintained
~"------ ---- ---'.---. ----.----------
Exit si[Jns when required Emergency lighting when required
.-.....---- - ._u
Ocr.upant load posted when applicable B'llilding weathertight
-<..---- ------- -- ----- ---- ..--------
Wood siding to earth separation (6" Building Address posted
...-.----- .---- -----. _.._---~.. ~-------~---
Radon monitor when required
FiNAL
COMMENTS:
.~ctna
FINAL APPROVED:
.-----_.__._---""-.~--_._---------,------------_..
'-
/,.", ~
r;
"..
BREMERTON PERMXT CENTER
286 4th street~ Bremertong WA 98337
Phone: (360) 478-5275 FAX: (360) 478-5278
BUILDING PERMIT
Applicant: GOODWIN PAUL
1517 CARR BLVD BREMERTON WA 98312
Permit No: 96-0440
Status: ISSUED
. Applied: 07/18/1996
Issued: 07/19/1996
Expires: 01/15/1997
Job Addr: 1517 CARR BLVD
LOCr.it :i.on: 1.51'7 CARR BF.;\)D
Parcel No: 3719002-014-0204
/ ~
Owner: GOODWIN PAUL
1517 CARR BLVD BREMERTON WA 98312
Contractor: IN & OUT CONST 373-1200 Lic I: INOUTC*045D9 Exp: 3/11/97
5040 SANDRA LN BREMERTON WA 98311
Subc::ontr=
Daee: NEW FREE STANDING DECK (12 X 12)
*************************************~********************************************************
Valuatlon * Permit Fees: 27.50 Total Calculated Fee: 54.88
IpOOO.OO * Plan Check Fees= 17.88 Additional Fess: .00
* Other Fees: 9.50 Total Permit Fee: 54.88
*********************************************************************************************
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 required inspecti6'ft$ 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 ord~ces-gov~rning this type of work will be complied with whether specified herein
or not. The grc' ~?j' 9 of a 'P~~t does at presume to give authOrit.y to violate or cancel the provisions of
any other state or I ca flaw r~u.lating construction or the performance of construction.
Signatur~-c ____ ___ __________ ______=~_______ Date: ____l:;;lL:_'i.k____________
I certifY that I~am exempt fro ,~6mentB of the state contractor's registration law, under
Section 3, Chapter 126, laws of 1967.
Signature~__.________________________________________________ Date:____=__________~~______~_______
*************************~ /~ ~ 17
Perm i t Center---Approved By ~.JJtd [lat.' --!-c::-J-CZ--:!Z0
-'
J
,'I'>.. ~ '
_, .r,.
, . ji;':'-, "~
~~ ~\:. '~I ..~ .
~.
1
.J
,Ir-;
"m_"~"~:"",,,,,,",,m"~"h~n,",""rn"'h"_'m".w._""n."""",""'W""",.m,'""'"""""""'~"'""""~"""~~"~rn",.,"~,~,."."".".",~~,ml""'""'""'~~"~'""'I"Ulh'1"~"""""'_.'m'~~"_'~~."~m"~.."...~.,",_,~.rn"M"'~~"'~
"'""~I~"""~"W""'"'I'"""',",~'m'~'"ml"n"m_","""t","""..,~"~"t""",""""".~.~,..rn'~""""",,,",_,,',' ""'"m.""nW'"""," "'u,w. W""""""n'""',' "'"~'~I"N'__"""'"."m"."",.."".."""",,"...,"..,".".."m"'....'~u".""._.~'"_."u.".,
BREMERTON PERMIT CENTER
PERMIT CONDITIONS
Permit No~ 96-0440
PaG(i'l::
1.
~""".~..,~"W'""'""'."'_"""""""'___"W"~h"U'_~,"~""'"N'_"~_'~'_"'""...'n"~_'_'"""~'~"~'~~"I'N_,"n1'_"'~_"'~~"'~'N~~'"N'"'"W,,'"n'~"~"'W'_"~'"'nmH,'n.,~.WU~n"_'~I~..__'_I'_"I~_n'U~I"N_"
'N.'~l_"".Hn.u.~..nnn".mn",,'_n"'~M"'U""'~N"'nlnnn~_uu.ft"__""".n"~"n'U'~n~"'.n_"n"M~_U"~"_"'"M."~~,_"...."........__,..Unn."""'~"_"'."""_"'n_'_"n'_HN"_M'Nu,"_"_'nn'N_'N,.,..t~nl""'_'nn..,n"~_"~.n_
"J' "I" A ,J "Iy' ",,". .~ " 1 1:1' 1 '7" ("'A":ll':l I"ll VI")
.. U J " !..I t (:';..:.> ~',. " ,I, .,,) " ,,' '''11', " ::) "" "
ABer Acct Nag 8719002-014-0204
L,ClCt:'i t :1. on:: .1. S 1. 7 .CAr~I:~ ~~I".\')D
A "'t' 'I " "." "l"" ("'(')("II")W 'I' N I")^l JI
,.. pr..l" .I. (".c:Hl .. :~.,,"" " I'''! " ,..'
. Owner: GOODWIN PAUL
Contractor: IN & OUT CONST
Applied: 07/18/1996
Approved: 07/19/1996
Issued: 07/19/1996
De)~,:~cy':1. pt; :I. on::
N r::' WI:;' F:l l;:~ I:::' (;:' "I" ~ N I") 'I' N ('.:' I") I:::' ("" " (1 ":,' X 1 '''.\ )
I:", , "" "" ''') 1"'1 '" , ,a ~'"'' ,,' \ .1, Am ,I. .:"
, ~.....,
Cond:l. t:l. (ms =
1. B U I L DIN G
PLANS APPROVED AS REVISED" THE DECK SHALL NOT BE BUILT OVER
THE SEPTIC TANK OR DRAINFIELD" A BUILDING CLEARANCE FROM THE
HEALTH DISTRICT SHALL BE SUBMITTED TO THIS DEPARTMENT UPON
FINAL INSPECTION OF THE DECK.
~;:~. 7. 0 N I N (oJ
~" L.AND USI::;' APPI;c:.WEf.:~
Pel'l"m:i,t; Hot.ld(::,)Y.4U...~
S:I.!::na,tuy'(".,)
..I ""-'--'"'- " '"'' ..." ~ ..,. ,,,,... "'~, ,,," ",,'
~"l
D~'it'p <t'7r/1__ C /-
.... ~ ,,' ."" ""{,,,,, ..... ,... !'." ."., ..7.~.,,,..m "''' ..". ..".
:.~>f~:"'~
.--,.. .
\.
''",
Lf,
.I~~~a~...
AP PU CANT: ~ OWNER 0 CONTRAcrOR 0 GTIfB.;
SITE ADDRESS: Ie;) 7 LO\. r I' ~L\) ~ COUNT{ .-\.SSESSOR PARCEL;: '::>7 rc;.r- fY) ~ .- 0 (f'
OWNER.; Yo-'-^. \ Cgc")'l'~~ \V\ ADDRESS: O'~Of
CONTRAcrOR::l Vl +- Ov.-+- CCV\.<8:.~c..)(J~~DRESS:
CONTRAcrOR LICENSE: ,I y\{")(.A.+c..ot.f~])Oj
EXPfRATION OATh
CONTACT PERSON: F heLl t. ~ e0x-V\vJq",))(/, CONTACT PHONE;
Oc..v 'Af<.. (' 479~'5'/~ 1
373- 12.00
INTEND ED USE:
D MULTI-FAMILY D BUSINESS 0 OTIfE~
D MOVE BLDG. DMOBILE 0 GRADING(ycU):
O'RE.\1ODEL o AD DrTION [EI OTIfER: ~u\L'\) ~ ~ )'L D.lc-,c.
ZONING C1A5SIFlCA nON, 5f'. "> COUNCIL DIsrRlcr,$
d...- .e ~ , ..\'J-X _
:0 ... trO
o SFR 0 DUPLEX
o SIGN 0 DEMO
[]l NEW ~ REPAIR
NATURE OF WORK PROPOSED~
SQUARE FOOTAGE: Dwelling:
Gar2ge:
DC1:!c.s:
'JUt 1 8 199f3
mREI':lelC i b'l"
For De artment Use OnI 1_,OJNl~ . PA
:r::r:t~:\YAttJAniD&ttMlt t@:etAN;:ltEVIEw;F"tEW= ::::I{tttPER.\-tEEEEE%@}:J ttgtsPRCHARd:Es(::t{{I :=:i:@ltmQTAE:FEi.$:I:tiIW
S $ S ENERGY: 550.00 5 d ('/~ .
/.000 STATE: $4.50 ~ II
.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 therea.fi:er be returned to the applicant - or
destroyed by the building official. The building officialnuy extend the time for action by the appliont for a
period not exceeding 180 days on reque3t by the applicant showing that circumstances ~eyond the concrol of5Ae
applicant have prevented action from being taken. No application shall be extended more than once. In ordeito
reoew action on an application after expiration, the applicant shall resubmit plans and pay a new plan review fee.
APPLICANT'S SI GNA TURE:
. 'on is correct to the best of my knowledge.
DATE: 7- /r7~
~~
DIIEMIlIfI'ON BUilDING DEPARTMENT
. Inspection Report.
Scope of work: New Free Standing Deck 12x12
Address: 1517 Carr Blvd_
Owner: GOODWIN, PAUL
Contractor: In & our CONST
Pennlt Number: 96-0440
Phone: 373-1200
Plaone: 373-1200
FOUNDATION
COMMENTS:
FOOTINGS APPROVED:
WALLS APPROVED:
ElectriaJ approved Plumbing &: med.ank.al approved
Crawl spaoc acoess (min. 18 x 24) Floor joisu and karns/proper clearance to eartll
POlIitive coru~ons pOIlU & beams foundatjon venu
PoellJ properly 8UPPOCted Anchor holta: nuta & w.ukr. ill place
M udsiD: ttc:ated rn:aktial floor joists:.~ize & span
Beams/girJen: .ize &. span Notdlir~ &. drilli~: joists & healns, studs
Sn~ d.euaon: aU required locations Exhaust fans: wI~ required
ExLaUllt fans insulated: unconditioned space WlIOIe J..Oll8e fan, oUfsi,le air int~ka each bedroom
Ems tennil12tin~ directly outside Ran~ hood
D~r exhaust vent All venttttminations: windows &. property line
fireplaoe comb wtion air Windows: meets q1;t'Us requirements
Windows: proper U value Windows: safety glazed wllCl"'C required
Ceiling hetRhtB Stairs: headroom dearanoe
Stain: rille &. run, proper width FireLloddng: wall to oeiling, furred wallll evtty 10'
Pire Mocking: stairs, soffi13, lowered oeilingll Fire Llodcing: tubll/sllOWUlI
Fire blodcing: lids in void spaoes,sluftB Fire J,lodcillg: stuff hob top &. bottom plates
Shoetrodt hacJd~ Wall bracing
lW'tttlJ size/notching Trusses: Speai, bracing
Attic acoess Attic ventilation
Wall &. roof sheatlung Shear nailing /
Buildin~ dried in /
FRAMING
COMMENTS:
i________________
J
I
-----------------
---------------------
APPROVED:
ENERGY CODE COMPUllNCE
. COMMENTS:_________________________________________
,.-. i...., ~
-------------------
-----------.---------------------
UNDER FLOORJfOUNDATION INSUlATION APPROVED:_____________.......:._________________________..__.____
WAl.L INSUlATION APPROVED:___._________________ CEll .ING INS( 11 A TJON A PPROVED:.___________._______ ..__
MECIIANICAL
'~
uire<l
COMMENTS:
--------------------.---------------------------
GAS PIPING APPROVED:
FURNACE APPROVED:
OTIIER APPLIANCES APPROVED:
PLUMBING
DWV & water )i i urukr lest
DWV: proper sizing
DWV & water i i
Vent termilU.uon
Waler supply: proper sizing
Water heater: ate valve on cold water IJU
Water lleater relief valve duiu to outside
R-] 0 ad under waler hea ler when r uired
Grease tra s/interoe tors: wllere ~ uired
uired
uired
COMMENTS:
PLUMlllNG GROUNDWORKAPPROVED:_________PLUMBlNG ROUGH-IN APPROVED
SHEETROCK:
lU.ils-8" o.c. vertical lane
8Cl'eW8-12" o.c. ho.riz. plu)e(l/2") 24" o.c. framing
screws-12" o.c. vert. IaJle(1I2")-24" o.c. frami
screws-12" O.C.llOriZ. lane(5/B")-24" O.c. framing
screws-12" O.c. laoch.. lane(5/8")-24" O.c. fnmi
Draftst s where uired
Watcrhoard wh.c:re uired (not on cdli
COMMENTS:
SHEETROCK APPROVED:
FINAL
uired
~ ._-----::-
//_.' f (
~ ~~~*A~
C" ~ .1. \J 7- --~--
-- ----~- --.. ~~-------------,..- ....
.... ~ '. ~.., ~
RECORDER'S CLOCK
, ,<tMANUFACTURED HOME APPLICATION
" "'~ '", . "i'1l:",. .' :.~;~~:;:(Fiq,u-r ; ~"_L;_} . '. . , -:, ':
, TITlEl"...... ;" .
~OriginS x ELIMINATION (Complete all but section 3. below)
:'.. ~ fT(~~at . @8.';lTRANSFER IN. LOCATION (Complete ALL sections below) . '-.
Duphc D REMOVAL FROM REAL PROPERTY (Complete all but section 4, below)
:;~~1\~~~~~t~M~~~~~0f~~~is~~~t:ff,;a~:-.~tt~4~!~:~ti~~':~:,,".:. {~: :'"" ..' -I' "."~-
, ,1, ."i~~~~all'~~p.1!:.;'4}!.(E;;~.-i;j""';L.",, . MANUFACTURED HOME
,. '5,.':,,,:! ~g;i"i:~w"~~;:'~'}Ht5mt':~F';':;'W1DTHlLENOTH' ',;;" EHICl.E"~FlC~:nONt.lOMBER:ciIIN":; ... .......:CClLOR' f.,'
980;;i~~". Hornet 24 x 48 0192N :~6N~~
,~. ".:;:;:"~;;i~""l:-i-;;q~",-';;:,;,,",~";'&.,,,~,;""H:<':' ." . . 7 :';"LA"''D
L:" .~.~1:"~;'-~11t@-tV"~".f{~~~.;r.,.;;..:~t...,,~.. ,,-~.~~t.,-".-.""'''' . .. ". IV.
, . Attach a.coPY of the legal description of your land. It can be obtained from your Cou .' '
..'Land, to>~hichthe manufacwre~:h9.;~e .is being: ~ A~FIXED ',0 REMO~ED'" ~~~;~~~~~~;~4
. ~3:,~,"'f..,;^.,~ !o..f~:,j't~.~ ~~."1,.'" ":::':'!'~~. .('-':1~., -~I"!}-,,''\'..:'' "-. -,' ~ . '.f"~'~r',;";,,,~ .' -. ..'.;~ .
.:;""::':"::..'::.;-.,'i-.;T..
RECORDED AT
REQUEST OF:
'COLOR n
BOTTOM OR ,
I REAR COLOR:
:. . t..~ .'.,
.J .' " .'i!..;TffLE COMPANY CERTlFICA TION
I certify that the legal description of the land and ownership are true and correct.
:n .LE.COMPANYIPHONE.NOMBER,:::,::'::::::::':::''''''''''':''''::::::;.:::.:':::,:,:, ".SlGNATURE,:,::':',':"::":":':':""':"'"
X'
NOTE:. Application must be finalized with a Licensing Agent within 10 calendar days of the date signed by the Title Company Representative.
~
DA;D~J /ti3
4
UNINC NUMBER OF -' . "GJ NUMBER OF Q'
REGISTERED OWNERS LEGAL OWNERS
.. . . .
NAME OF FIRST REGISTERED OWNER
Paul Richard Goodwin
NAME OF SECOND REGISTERED OWNER
OWNER INFORMA TION
Please provide the Department of Licensing (DOL) FILING FEE
Client "NUMBER" for each owner:
.FEES
APPLICATION
MOBILE HOME FEES
Donna G. Goodwin
ADDRESS OF FIRST REGISTERED OWNER
1517 Carr Blvd.
CITY; ./ ..
Brernerton
ELIMINATION
STATE ZlPCODE' :', J' "";,
Wa. 98312
USE TAX
NAME OF FIRST LEGAL OWNER"
Directors Mort a e Loan Cor oration DBA
MAILING ADDRESS OF FI.~ST LEGAL OWNER
SUB-AGENT FEES
l
TOTAL FEES & TAX
$
PURCHASE PRICE
$
TAX'JURlSOICTIONITAX RATE:'.
_~i.' <.:~:..:;.;
....,:""",.,:" .,DATE,O.F'SALE..-:::'"
..:<i'
"':::: .:O.EAlER.S,AlJTHORIZED'SIGNATURE'""',:,,....
.1 "~' ...
, . .~..;~:::..t:~ ;~"1;:~f ~;:.;I!.
'1993 :
Residing in.
Kitsa
D USE TAX EXEMPT Sole;o Incli~ on J,;'^'
, Rese,vat'on lattach notallzed atatement of deliveryl
. <::~.
:: NAME""
COUNTY AUDffOR/AGENT LICENSING OFFICE APPROVAL: (Not for use by Sub-Agents)
I certify that the above application appears to have been completed correctly, and the applicant
has sufficient documentation to roceedwith the recording of this form.
.. .........-....-:.. :-:-:::::::::::::::::::::::::::::::::::- SlGNAT.URE :':'.':':-:':':-;':':';':':';':' .....................,....',.... .. . -. .....-:-:-::::::::::: :Offl'C:ENFS':OPERA TOR, NUMBER.'-" '.
.. ." X", 1"" " v,.' .;'. '"
f)
7
RECORDING OFFiCE
This form has been recorded in the count records.
.,. _ ,:COUNty">"..,,, '.:....:.:....""'>:.::::\ VOLUMEJPAGE."
l . . ~ ~. ;
'DATE ,.....,
TD-420-729 MANUF HOME APPLlRl7/9310R pege 1 of 2
I""
#\'-
I, ./" --.....\
B R E M E R T 0 N B U I L D I N G
P E R M. I T
D E PAR T MEN T
=========~===========================================================
'"
Application Date
Issue Date
\ Assessor Acct #
'~Site Location
Owner - Last Name
- street
- City
- Phone
Tenant's Name
Agent's Name
Architect's Name
[X] Building
[ ] Mechanical
[ ] Plumbing
Building Contractor:
10/20/1993
10/20/1993
1517 CARR BLVD
GOODW IN..",
1517 CARR BLVD
BREMER TON
(206)
Applicati.on Number 93AP07023
Permit Number 14984
Project Group
Fi rst PAUL. MI
state WA Zip 98310
Phone(206)
Phone(206)
[ ] Grading
[ ] Move Building
[ ] Mobile Home
[ ]
[ ]
[ ]
Sign
Burning
Land Clear
[ ] Paving
[ ] Underground
[ ] Demolition
Work will be completed by owner.
Nature of Work:
Inspection for Paul Goodwin, owner.
Building Valuation
Council District Census Tract
Construction Sq Feet Inspections
Type Required
Residence [X] Zoning Foundation [ ]
Business [ ] Type Framing [ ]
Other [ ] Insulation [ ]
New [ ] Plumbing [ ]
Repair [ ] status Mechanical [ ]
Remodel [ ] Code Wallboard [ ]
Addition [ ] Final [X]
Received BY:/J IrLct1lJYU~ Approved BY:tJ -
==========~============~=============================--
~
I~'
"~",~,"'1I
. ,\
\./~.
'i)"- .;lr
RF.(~'~JP'.r it OS6"4H
ERR M R R ~ 0 N
R U r T. DIN G
stot"? Adapt~r.
:'~ 4 -~ '-) 8 8 . 1 0 () 0
RR)e~ of MnpR/Pubn
I. F;-:i4 'I . ,"iOOO
(~opi en
"l t) .....\ 41. (;000
HI",i DSpf1>ct 'i on
fi~"'34?'. 4006
j
I
~--'~_._------_.
* Thin l~ Not A Permit *
o R PAR T M R N T
Or.t 70, )<)93
P~">:rmit F'eer; Amf'limt Pair{ Plan (;he{'k V'e("!'l l\mnunt P;'lid
ot h.eK' Peen
$ .00
$ .00
$ . on
$ ho.no
Znn.i 119 }i'pefl
-- - ... - ~.. -. ..... ~... ..... -- - - ....... ><,.....- ...~ ... -.... ~.....
-'-'-"'-'-..- ,.'- ,., -, ~~... . ,- '" .-...... -.... ~.~.-
$
,;::
'Y
" (10
,00
RFwei vpd r.'rntH:
Kit!'la~ ~s~row #17~4
..,. .... "'.. '.... -, ..... ..- - .... - .., .~,.- .... ,- -.... ... - '" - ..... ...
... - - - - -.....-.... '.' .. . '. ., -... . --, . . .. .... -..... ..
$ ,flO
fi :> - .-) 4 !'i . 8300
n~n Payment.
ot ht.'-"?t" !<'eA::C
H;nergy Cha rge'
stat.e S/{~
fl 4- '1- ';J'n . l:~
Tnta I.~'~es
Amonnt Pa.i d
Pd or. P.lyment $
RalanGp. Due
On 10/20/1.993
~'nJ~ #9~il\PO'lO?::,
s
,00
$
60.00
be; .00
$
- -- .... -- .- .....' - ...... -
._..., ...." F" ....."".........
$
60.00
60.00
.00
$
..... ...--.... .....- ----.
-.".. . ",.... - ,- .... -.
$
,no
.1'1
',I
BUILDING 'PJERMIT
.N~
1966
AI
V
City of Bremerton, Washington
Phone: (206) 478-5281
---
$
PLAN CHECK FEE
--'
RECEIPT NO.
$
-
PERMIT FEE
DC
$ ;<CJ .-
/3~ r
RECEIPT NO.
DATE
OWNER'S VALUE
BLDG. DEPT. VALUE
-
(; - 7 - 77
OWNER'S NAME
/S-17
~
ADDRE$S
PHONE
CONTRACTOR
STATE CONTRACTOR'S lIC. #
PLANNING I ZONING
FIRE ZONE
STORIES
PHONE
~ 0 ADDITION
. - 'OCCUPANCY'
ADDRESS
ESIDENCE
o BUSINESS 0 NEW
o REPAIR
All provisions of laws and ordi nces erning this ty of work will be complied with whether pecified herein or not. The granting of a permit does not presume
to give authority to violate or cancel the provisions of any other state or local law regulating construction orthe performance of construction.
INSPECTIONS REQUIRED: Foundation 0 Framing 0 Plumbing Electrical,'
INSPECTION:
tfLe ~I.M; /J~-y.
f ' (
Wallboard 0
FINAL)S(
FOR INSPECTORS USE ONLY:
REINSPECTION:
IA'PPROVEcl NOT
TYPE OF INSPECTION DATE TIME APPROVED
COMMENT
DATE
TIME
APPROVED
FINAL INSPECTION APPROVED BY
Building Inspector
IFICATE REQUIRED BEFORE OCCUPYING BUILDING
OWNER'S SIGNATURE
BUILDING DEPT.
~I
". .: ~PPlJCA TIOI\1.' i
'CITY OF BR~RTON . BU'ILOING~PARTMENT
~_ ' >4.-
(.I. .vALUE,) , C.. . ) C RECEIPT. ,
$...........:......... ..... ...... ,mMn '" $......,......... '~' ..........!......,.. .... .:.. ...........,)
,. .. /5?7 . I ." .
ADDRESS/L()CA110NOf JOB..............,..".............. ....... ....~.... .......~....... .~j.......... ...................~./...........
f':" .. '~', LJ~A~.t?4--c-e. ' ""'.1.' , ..:zf>< .'fL?' ..~
APPLICATION I~.SUED E.?R':"~0-~~F~-;H:'~)"'" '.:'" .~... ..~.....>;/; '~.'~';""" . ;,;.:..;;'~~'" ~i:""
(~~. ~.. / ..., ? /'
. .
Ie . .'" . ........ R. '3., ; . ..:.. . .. .' '-".~ ..";7JI<.d-MM._
\ PLAIlNING lOrnNG.... .... I.. '.. flBE lONE. '." ,~. ..... "" OCCUPANCy.... .......... :., TYPE OF cor,STRUCTI.PN......".~... ,..'.: ..."...
OWi;ER.Ltt..... . .r:r!.~(i?r.;..............:... . ........... . .' C.ONT~ACTOR.:.. ~:~.... ',' " ....-..:. ~ ...:....~!...
AODR E S 5 . . .'. '. . . . . . . . . . . . . '. . . . . . . . L . . . . . . . . . . . ... . . . . . . . . . . .
P~ONE.'............ .1'........ . ..3.1.~ - 0'0//
. . ..__ .._____ . . . .. . . . . .. ~ . . .. ~ . .. 6 . a , . . ~ . ~ .. . .
ADDR E S S. . . '.' . . . . . . . . . . . . . . . . . . . . . :\...:...... . . . ..'.' . . . . . . .. . . . . .
SIGNA1URE APPLICANT... .:......--"........... .,. ,. ~..,. ....;..;....... ..
p~or'E~:... ~:.~....., ;..STATE LI C. L,: .,..~..: '.' ~ '.' ",~.........
~ -/~', 7 . ...' . I ,..
DATE.. .. ...... .. r .. .. RECEIVED ElY.. ..... ,.. .. . . ..
. ~.-.. . - - - . . - . -
ACCEPTANCE OF APPLICATION DOES NOT INSURE ISSUANCE OF BLDG. PERMIT.
PLANNI NG COMMENTS/REV I EWED,.B! :..::' '.' . .. ..
~ieL ~ ~ ~ r-.Y;J,77
ENGINEERING COMMENTS/REVIEWED BY..
'}t..o ~ ~ ,e/tJ. & ~ ~(~ ~~
~YYJ-oI ~ ~~ ~~I-u-~ ;o~.
~~~~
SEPARATE PERMIT REQUIRED fOR WORK IN RIGHT-Of-WAY, EXCAVATION, PAVIt~G, SIDEWALKS,SANITARY & STORM SEWER.
t~ 1(1/
. FIRE DEPT. COMMENTS/REVIEW.ED__~.Y ....
.TRAffIC DEPT.
WED By..........
pLUMBING REVIEWED By.:........
Afe<wvEX>WAT'E;\2..'ft Y'N<-,; t\AVST'" -ese USEI' 1I"-1 DIG-I?. 13Lj)Gt- -;-0
. ;J. O+- c:9vT -S i O'G W-A LL.$ ,
I '\f' ''f ALL~A-') (f; Aw'J. c.cJ/JM/Sc.'r' D g
~ S A /-.J. c,t.:'c-A j.) C)U-T" MuSe 17~ /2.&r,.\ v IL . . '7L.. Q
, \.U 1"Tt-+ A f7 S sL-~e\)-'--'L.iS <(d.
SEPARAIE PERMITS REQUIREO fOR PLUMBING AND MECHANICAL WORK.
ELECTRICAL REVIEWED BY.......~.:
WATE.R DEPT.,
BUILDING REVIEWED
SEPARATE PER11IT REQUIRED fOR ELECTRICAL WORK.''''\
Gi "-7-?q
jtA tAl /8 1/ C-L6-4/LA Uc.tS .u A.1J).:::-a... SLOtS UJ f "TN -A'PPA.dt.J2-.f)
r- A . . <.Ul <9 C!l '-' (,'J C ,Jr.') Ti4-c'" r.AJ ( ;-- t'-l 60 ~ c .:s 17~C. c..-
i>(<t t-t (l1.k.,. ~
8'b T~&JtI-T6 D.
, h'-€-L.d.:.:
cfK/
9! ticcr
DA T[. . . :_' . . : . . . . . . . .
-.\ ...
_. . @; ~ /3Y-V--J ~
."
--- -- ---
....; -- - - - --
t
~ - - -----
-l \. I-. ~~-.. - ~--~:u:..~:.~~15<r-~~ -. - - - -~} - -' ~~- \.~ -. -' '..'
,--- -~-- . -~ .~---._-.----- -- .-----.------ ---- d_ n__ - -- ..t--
-. . .-:=~----=-::- -;--.-~=~=- -=--:- dr. - ::= -..-i . .
- 1:4-'-4PP.€o~ - --- ---~ .h__________ _hi -~<t-;~ -- ---- ~
. -/t>'----------l----- ,,..It 1 \~.
- -~ r--===~ a;~ - - '1'1,-- --: -s ?: - i \ :. .. -I.
__ _ ___ _ .-I'f-.. , __ ~ _ _ _ I _ _______ ,_ ,."-- '}~,==--<:?7 .
-,) t ----=-- - LjS - -- - - - -- - u - (iL. . -- -
. ~ ~. ~~~i:-_. -_....~ n... ~=__~__ _ j. -. ---
~ . i-. .. un -. -.. . - u - '- -.. --1-
; . ;.-~ u-~ __1.___j=4.:~~ ~'i~O~_
Ie --~-. _. ~___ ~ -~f:.~-~-- __..un .. m ---. -- n ___ ..__-
, .LJ%-/--.---- _.__.______.___________________.._n_____ ----- __ - .
/""?- ----rn
_-..--t1)------------ u i
I . ---;--
.-- __'n -r- - .~.. ,.-- .- --.--. -- --. - - -------------------- --- - _n______ _______u.: -.
.--.--r-.- .----- -------- .
---:-~---- ~ -- --"t"-
.. -- -- - (- -~---- - _ --. .. -------r-
.--- -~tt; - _____un ---- -- --.---- -- - Un n _ n" n ---- - - -~
;;e-----'-j -------------------;---- -.---------------------- .-- --ll
u. .. . . ~. Af75 ~-. -",,'. -""""'-'"'=.~-.~-..~'"' . ...,o....~
.t- _;-__ __ _____u___ __ _. _ _ _ ~ __ r
e
e
FORM A-1964
IND-WO
REAL ESTATE CONTRACT
THIS CONTRACT, made ,and entered into this 6th
day of
Aprll
1974
between
"- ,
Alton Lo Glaze and r-wrt1e A. Giaze t his wife
hereinafter called the "seller," and LeRoy R. De..iley and Laurel A. Dailey, his ~1ife
hereinafter called the "purchaser,"
WITNESSETH: That the seller agrees to sell to the purchas~r and the purchaser agrees to purchase from the seller the following
described real estate, with the appurtenances, in Ki tsap County, State of Washington:
Situate in Kitsap County, Washington.
the North line) of
recorded in Volume
! :': CfC7'O? 7
I ....
. . ,. . _.. r
~"; ':<\~ .:/:;:;\;:Y~'!(;~ fj
ll~:~n:'..J:h': i\..i!. ~..\Ll\"'<-- Tr,X
The North 70 feet (measured at right angles from
Lot 14 in Block 2 of Brentwooo Park, as per plat
5 of Plats on page 6, records of Kitsap County.
", '.-; ,'. 'J (\ 1 q74
P!\ID I",! r\ . J ~".
rD ','
,...r, "iT /-7-0 L:--
Il~ l,.'~"':'.\:~_'~;. _,..-; .....~ .......1 t ~:-n
Ll:..iiZ; l:;;"'l~l'~
BY..~-.~"- ,
e
I;/JJr jlJDltJL )Jest 5$ (,{:f-h
t /' ]: )( J-li'G. 'iJ~~ 71 !:X;)90 I 1-
Noeth ~;d e: )
'IT:'" :~~:':.:~\:\~~~:;'.,:~ ,.:, .
. . '"
"~l' r
./.
.....
..
.'
'. c .~.:. \ :'
\
"If.
;"':/ .
'.'
,,'
"
.~ t
17GfiJZ
. '.
'.'
",;
l~N P l:.AT T [. ()
J:l J.
@
20
OSTR
BA
lAST S/I".
.. , '.t
~;, 1."
@
'Ct', ~,
21
@
.......T
, ,.
" ,
i .
.......,'
2Z
@
"-
23
~I- II
it
1
hi r.~
. /8~
/ ~~
<0
_j\tl
u..~
Z~
~
@
.!IO..
@".~ " @
-,'-~-
20 19
a ..
@ @
21 22
.. .. .I.'
@ @
28 27
JIG'.. I.....
@
29
UNPLATTED
@
\~,
28
@
3'
If .
..
..
@
I.
23
AA
3
"....al
€V
37
@
3.
.. .8.
, S'.~8:.~.5' '.9.~1s.. .,,,.e.....
L 1 ~ !.. r'o; I \:\. ~. : C U
BRENTVVOOD PARK
SITUATED IN SEC. /6 TWP.2.... N. R. I E. W. M.
.a..~&' 11....'. f(ITSAP COUNTY, WA:5H,
e [)4SClfIPTION
1/". p:o.-,r BRICNT/f'IQOD P""If' c""prt'OJ,JIllo.' fiio /-Y' MW'6 .I' ST'Io'W" All1/"
S~"NW' & H~'Sw'~ Go,,>" Lo.,."' See 16 '""p.24 N,/t'.Ir..WN" ~"'C'C'l?t. II,,! ;'ollc""
''!~ dt!JcriIJ.<I rr"cl-.. Bayi",,;,,!, of the AlE. eoJ: cJ'tlllt NL'SE' Io'W' 0' s<l. SOC', Nil..
tw. N '''~4'eti' w. ~OO 60 ~f,: Th. N 72"05/'.25" ~ /.t~.6~' Ff. TII. oS 6'8' -f5'~~. E "fl.U'
Ff. Th. oS 1'41' er W 40,00 I'f 10 ;>16co o/' /:H'9,,,"1"'9
()~IJICArIOAf
KlWwAu ME., /J"..rNLs. P~E~&NT3 71'ud W~ 7: 111-I,,/~..,cs o,.,d ..T~QJIr Lr/e Ho/..........". hu,
hu,.,d and' wi'~~ e"ul Jomt!J W Co,.,., II w,.doMltJIA. Ol1.ners in Ic~ sn",.o/t! cr Ihe Iract of
lomt'C'O.-..pris;"" Hr"p.lal- 01- BR't:.Nrwoop nflllr, hereby decl<7re 1.1,"1'101' tu,d
ded/coll: 'd/'h't!- use of rht! pu.IJ//c TOrP.,.r a/I roaas. c:I',YtJs a"d ~,.o//s JIlt?,.." the,..".,.
/11I W,r/lfl".' WHlltLOl' W. /'0'. herflul'Pl'" Itfcl- our /rQnc!. 0"(1' .sfl(~/S t/u~ 2/.J'~ d.4)' 0'
S,,,"'cmIJ,,, A.II. I !1:!I; Tru,"o" H. Holm~J
I", TNt! P"~Ai!"'C6 ,. 'JoO:e/>;tt! C':::"'~s
AC'fNOWLE06ENFtfT
8
1, 32
.. ~~", "
,. ~.too
t ( l;,. ~
. I fl
)
c
~
I
I
t
~
o
"
..., t
Sh7l'e or wos/U?I/'o,,'j.s.s
Cou",1 y or If, sop Th" Is To CerhI)' TI,,,l c" Ihe ;?ls>' do y 07 Sc,oI.",S."
If b /927 .6e-ror. "'e. lill~ u"cleNI,ncd. 0 nolor." pt.il:d,,' ,i, ';'II.;"~r.Jr 11.'c S/of~. 01
Wosl"~/' o'!r duly co,.,.,,,., i.ss io, ht:a' <./1/0' swor/"!_ 'p~;rsQ",ol/)" op,P_orC!c1 r 1/ Ilo/Jncs ""'d
..TeDIY L. Ie ffol,,{tfs. hU:JDO"d alld J'V,/e. o"d JO"NCS ul. en,..,.. b-W'iC"DW~r. 79 h. KhGWh
I"o~ ~7f.'. ,;,d'/"n"ual..s descrlbt!d"t aha' wl70 c'A"t!cufcd tile foreyc""1 ~"s'''(Jn'~'1t-
.~ -'Ck"d--/.d1.~c:I 'hi,.,.. rh4" I-;'.y S 'I/'ro' 0"" S66/tld I"he. 3t1h1e a~ /,/clr 'r~c ,MO'
J. ~.. -9 r ,t.~;~7:J:c~cr Qlld de cI Tor /hc VSLS C71'/d ~U.i;po.scs rh6"/"
or :;-'\.'" <+:t In W,t,..ess WI,e~4', I II""., /'~I'..u"fo ..oF my ho,,<I ond sool tho
~ ..OTA";; -z: 0'0)' a,., )'etll. r,rs," olio,.. ..,r~ltan. /I c/ .
.} :. ;Iii Larkin
"'~'C ~ ,y"I'..ry PuIJlic 1'7 0,,<1 ,cor Ihe
.. ~ . ... SI-ote' 01' W'sl"l1~h",. "
~f' (,ltff'.\"'~CI resicli"f or 8,.~",erl"o"
~"'A' \, . CIRTIFlcArll .
f Herelly Ce,/iry /1.,,/ this plol' 01' BK",.rwoolJ P"K" ,s bose",' ,,<, 0 :subd'vl.,on or
..,~'re .,J'/o" 6Kd od/tlls a"~"~DJcdell 'h~9,.o"nd tI~ show" en tIllS p/elf.
J, t., fj~/?HYCi",l & "",,,",
0~~.:J , A,J/N""t! by f.lul. Bo",fI D.' I
'.. ... ,',.11: 'lJ . -C#"''''y, CJ/IIItIIU''''''''.s 1'111.1 Sfll F,/..I-Fd' ".CD'" Dff)'. "."Ult,,. 0"./(,"'"
".,,,'. o~ ~ . <lay of ,c:.,",,,ory, A./J. I''''. If/. C6rr, FOD' .;!I, '/'0. 192!1, ..I' II ".;",
F'i :". '" , c/.A, I'1'Gi/livr<I)' ~sl 8. A.IV. anrf r"c0 rd.,,' i" Y~/. .s- 01-
\.~ ~.,~ . a.",_~ 0'_80"~"~"C;""IT pI"l-s, AI,. t;, ,,,co,<ls ", tr,tsop
'" .'."'~ ;(.l.. ,', .:c-,n,o".,.s of /('f..,. Co, Co".f)'. Wool>. a'll? o~
"""'(;C~" AH<td.:.." ',' JiV. Peler..o" C/_ - " (
:;:~;~',:"~Y}:i1:\f~:~~~gi~~:i:~t~:~:'I~.t..,.,., <' " . C",""7 ,fu1'+'"
.....H~#,.)&f...40.~. ~J.P,:I'"~..n:(,~..a'I:t"~7._.~~~:..:...... "_~' ,..... ....---._ .-."
on
@
46
@
,
47
~
~e''''4
4.1.o.,C
.....
'!.1:1, '.'
<<;1"." ";,. ....~. ..... J('l'''/l.J~
V, L ~, 1'"...._ ..:;':"'1.
II N ~. L.A T --:- F:.I)
/
r
.. ~. .,.
.. HUNT MOBilE HOM~S . 6
.. PHONE 373-5001 ..
P. O. BOX 789
GORST, WASHINGTON 98337
S~I .,. VI' _ ~R~~~~~ _5R...._~rniErT€... lJDLABi..C W'D~
_~BLO,"~(,,)(y \)L-/tck? 4M~ /nIlJlU ;re~_f~
.... _ _ /!rrY/ctftO .D'flcn<.,q1'Y'-. - b~C:lc.-K.S PCrtu!:O 5~ ~ /
_ JJ PI] ~ r, _ _ _ . . _ .. _' _
(2) / b 1/ X/ b J/,>( 1./// to tV c.J< C r~ e/J-S C -P/f.D PlL,= J2LtJ l\)
.,hR,S;- .
g // ;</6// ~"". c IZCre. 8L-uu'c's tPL-,qve.a- O~ J6p
OF ~/JSe.--_.P/l-.f)..s
_C?X" UJOO.P_8~~u~/IIl\;_ (d~.~/ W~~O Wi:LJ~
Pur Ot0 lDp ..()t-7 g J/ BL-ct.-k.J. -;; S/,/Y7\ W,rJ--!
_ _~ II Nt!? /1- -S5 ulU:...l ;1..-1-1 . ?::;~ _~o b-e.. Z J L~ t '-
(2)
u - - T-
I
--- Ci)--
- _.-
@b ____~(..r 7/~~ )-L,O~ ~ f<oo~. /9'G-.~r&f<< W'!PI _ ...
-- . 1.. .L/9Cr 8~~r~ 1 REm0U~WPi~ELSJd'it-~s/{Ti~CruEs_
_ ~ _ dK t(,P //7!'~. (J,e..A!.~ s:~~,:-~a1.. <<J~T/Y. 3://
_ .. . _ ~. // g sf? A"'€ t7nft2.z;.rj7JL~ -4 6lW./1-Y C~-o..:,
. --- -(t)___IhbK tI/ //Az Zt)rl-~-_S;~;;';""~;;/;;/ 6'-;L~
. P'-/~..srI0 p/P.6.
/!!!J4~ .
mA~X~ - - . .
~r$B/~C d~_
HUNT MOBILE HOMES
'. . PHONE 373-5001 .
. P. O. BOX 789
GORST, WASH!NGTON 98337...