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HomeMy WebLinkAboutCORMORANT PL., 7017 ./ B REM E R TON B U I L DIN G D E PAR T MEN T PER M I T A P P L I CAT ION ===================================================================== Application Date Issue Date Assessor Acct # Site Location Owner - Last Name - Street - Ci ty -- Phone Tenant's Name Agent's Name. Architect's Name [X] Bui lding, [ ] Mechanical [X] Plumb i ng ,'.' 04/18/1990 Application Number 90AP01873 Permit Number Project Group LOT 71 DOCKSIDE EVANGER-DOUGLAS LOT 71 DOCKSIDE BREMERTON ( 206) .'. First MI State WA Zip 98310 ,,' ~, ' 'J, :;' . .~ ,',-\ J::j,,'/Gr,adi ng, ,,' ;[~]:Move -Building CI' Ml?b"i I e Home [J Sign [ ] Burni ng [ ] LandCl ear [ ] Paving [ l?Underground [, J D~mol it ion f Bu i 1 di ng Contractor { ','. Contracto'r Street Ci ty P hone::':>,t.'" Represel1taj;ive State LiceTYSe' ':If: Ci ty Lic~nse :tt ~~ EVANGER-DOUGLAS ,INC. 509 NE 165TH ST ' ;' SEATTLE :(206) 364-1454 .State WA '~lEFF EVANGER EV~IN(~D I 121 QC Zip 98155 ,', ';. ~ , : ._, ".'" ,;', : i::'Expi ration Date'11/0~'/1996 Expiration Date . " ;;~A' Nature of Work: New sfr, 2275 square f~et, 667 square foot gar~ge. ~\'9) )/)~ v' Building Valuation $10488.8.00 --------------------------------------------------------------------- Council District Construction Type 9 Census Tract Sq Feet Inspections Required [X] Zoning Foundat ion [X] [ ] Type Frami ng [X] [ ] Insulat ion [X] [X] Plumb i ng [X] [ ] Status Mechanical [X] [ ] Code Wallboard [X] [ ] 1 F i na I [X] \=,', G:.~~~~f~?~~~0?~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~~ Residence Business Other New Repair Remodel Additioll ( . . Inter-Office Communication Date April 20, 1990 CityoJ Bremerto11, Subject Lot 71, Plat of Dockside Single Family Residence Need: Application for Water Service, Estimate Attache Sewer Inspection Permit Bldg'.!. Appl. # 90AP01873 To Janet Lunceford, Building Dept. From Maryellen Babbitt, Utilities Dept. All plumbing shall conform to City of Bremerton and Washington State Cross- Connection Control Standards. fD) ~ @ ~ n M rc;ITil UlJ ... lS U V l5 tfui . t\PR 231990 ' RFlEMERTON BUILDING DEPARTMENT Please reply on reverse (~. ".,. r-' u [) I N G D r'" p ('! r" B r< tv! r" T n N f' I L: ... 1:::. , ::; , (.:~ p r' j" N J 'r fi p' P L.. 1. C c-\ ''1'' I 0 I'J .,...' :"( . ':fTY OF BREMERTON 'f 1'1 ~,ptf~ I 9 1990 MUNICIPAL UTILITIES ==:=~:~:==::=::~:=:==::~:~:~:;::~:===:~=;::::~=::==;~=::~:=~=~:~~~:==:==::::~~===:::::~:~=::==:==::===::~:==:=~==:::~~=~~:::.== ,<)pp 1 :l cat :i. on Dat e J ~;>su.e Da.t'e f"!sst'.~nHOY Aci::;t ,H: Site Location Owner' '-' L.i:'ist Name ..... st '('eet ..... C:i.l';y' . ..... PhonE;; 'fena.nt ~ B Namc:':~ . {:lqf:-l"nt ' f, Narnc\'. f~lY'ch j; t ec't .~;:~ LX] Bui Id:i.i'l<;i L :1 Mt\:~chan:i. [)(J P:1 umb:i 04/1H/19'?O ~\ > I ~ \. , .. r Num!i"'Y' 9-(J(.lPO 1. fG"3 .....P~):. i Cd'; .;. ().) . .. t.:., Pe:r'mi t Nuinbe'( Py'oject GY'oup .; LOT 71 DOCKSIDE F: I) 01 HGLH -. D OU Gt. r;~lS l...Clr ? 1 F':i.,y'st:. MT z.i.p 90310 F.:~u :i.l d:i. nD Contr:dct: . St: Y' eet Ci ty ~... f.)t I . ,tone ~li Hepr f~$;>e1i1It ;::;tatf~ '!,~:;e~l'~::l ('" .,' +. ).< .1' '/' "~i" f\ q f., ..~ " lJ ..." .. ....,~!jd;" . '... .,' lE: l){~f\JGf.:.:R ..... Dn\.JGL(~~::; ~509 NE 165TH 5T ~:; E: 1;"" 'T'1...E: ( ~?O(,) 364.....1454 UEF'F F')(\NGEt:~ " . '";:l,)(iNGD I 1 . .... " ' Nat uy'e. ofW~:rr k:: NeliJ 6'1':'( > -" .f:: (') "" ,.. I"l': Y"";~'~"le I ., \,) L .:; ":}l"t'A..:: ... " " Council District ':I '~'~~~~ ~ ~$) c!ci;j;"~ "'. .' 90 ..~"",,~;' BIJ BRtMtR~ ':;SlUr- - "...,,,.~..... ..llDING"D ...:. .".ON. ........".".. ..;""". ""'''''''' "... . 'fYE:l.Ct . tPARTMENr Building Valuation C(:"nsus (>~mst '('uet :i nn T'ype Sq Feet :rnspec;t :l6rls F~f:;qU i !'f:~d Pe~} :i. dence 13tl~3 i rlf~t~fj Othf.:')'(' NeirJ Pepa.i. '( Hemodel r~ddit iun [X'! " ..., [ :1 ("I I.. .. L<J [: :] r ::I r "I Zon :i. n~~j "fype 1. Founda.t ion F')-am:i. nq Insulation Plumb:inq r"lE'lc;ha.n:i cl:ll t..<.Jal1boa'rd Final rx" ,'= :J:' \...... ..f\ f \<1 ,..' ,- 5t a.t us Code [)<J . L><] [X] ['v" ""..I W~~. ::::: ::::: :;~: ::;;: ::::: :;:;; ::::: ::::: ;:::: ::::; .:.:::: :;::: :::t~::: ::;:: ::::: ::::: :~:: ~:::: :::~: :;::: ::::~ ::::: ::::: ::::: ::::: ::::: :::.:: ::::: ::::: ::::: ::::: ::::: ::::: :::;; ::;;: ;:;:; :;:-::: : ::::: :::::' ::::: ;:::: ;:::: :::: :::;: ::::: :~;:: ;:::: ::::; :;:~: ::::: ::::: ::;:: ::::: ::::: :::: ::::: ::;.;: ::~: ::::: ::::: ::::: :::; ::~:; ~:;;: ::::: ::::: ::.:: L{ - J f- .90 See JJ#&:Le-d 0#L#6e~, {S~ :H-f{'r" - , :~ ,- 'J ... 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Ii fO(~t,~ O:}l~ ~l~ f [ill ". ,/2< /c~"""". . ~ 1\P~~,' 0 i9vC ~~"'-'49c'~ / /1 ~,:~REMFRTO~ 't'. ";".eUlLDlNG DEPARTMENJ ., .J~'~' (If) Dat (~n 1 un Da t: eli 8uilding Valuation 'J~":!"'" i:.:()ljf'!ci.l D i. iTt: y i ct 9 Cen;~::ll',:; 'ff' de t C()n"d;(llct: :i on 'T")'pe Sq l'I"~I:::)t J m:~pect t nnn F<f:~qU :i. (' c~d I?Fli:,,:i dellCf'; Huni. n(:':BFl . 01 her Nf)I,,-1 F:(~~r)a.:! r F~(::mode l tHid:l t i nn [><1 [ ] [ ] [~<J r "1 I.. ..I r" 1.. ..! r "i l. .J ZCHl:i nlJ TYPf'; FOtlncJdl.::i un F'( am in,} J n;:::,u :I a.t .i un Plllrnb; nq Hl'-;chanl Ci'1] t.~J ti 1 'I. tJ {J i:~ Y' (1 F:ina.l r I-I j,' '. r" ) J..f', [;<1 l"'x I ,'\/"j .,/"- .,1 [')('l . , r :<J t:;t at us eClde ~\ r-t-_ .. ::::.:::; 1":: :::::.::::::::::::."..;..::.... '" ...... ......"..... y-~ l r- 90J ...........-........-........,.. .. "-,, ...- ,"" ...., ..... .... ~,.. ...",' ..m ............ ". ...,_...................... ,., .,.....,............. ,. .. _...,.. '" ~....." .... m. .. H R F M F R 1 0 N HUT i iJ J N G !) F P H h' 'r [vI r: ~.,) T Pl.. tJ t1 1] r N Ci P F i:~ 1'1 IT HPPL I C(lT I ell\] ."" .~.. "'" ..". .... .. , .".. ... -." - ~." "." "'" ..., ..... ..... ...., .'~' .,.. ''''', "' ,.... ....... ..... .... .... . .m "... d..'... h" ~............" _,. .... ..... .m....'..., ".' "" .......... _. ......... ._.._.........m.. ('iPpli.caL iun Number 90(~P01H73 t.loy' k r;J:l'1 he: CIl'f,lp! (:'1' !:.:,:d by O:.>JTlf:(" 'J ~"'I ,. ... 'i- "(r a y~ , 1,4~> hr.) Y' fj ,jI'f ;;) ,)1; e l' ~" l...il :i h.i~l s LIl k i. n9 F':)I,nd; (:;?~/)n;..; i. (,)K<.-;, !,Ji:Jt cr P l p:i li ;~ (t,,; ;: jt1 ~~ e fi;' ;, ;;::;1 ~~ f; Y r ':'1" '('j C 1"\ Y' l' 'r" l( -I ':.', , ,- ~..u, '/" ....J.' 11~ \,. \ ~: i 'r e :::;I')(:i n k "- e r -.. l:~ Y' -j ~) ';. +. ,';CO, 'I' co ; ... t/!. t. '-._~ . ....~ ~:;em:i "p',:1 PI.\b 1 'i.c Pu G.t (';'I.J l'\(jl."I01" Sumf'.;"s ,~":!J; e'(N,:!; :i,ons '"-"~j-r'l e.,. . 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Ci:lt :i. on Dat e I ~3sue Dat c: Assessoy' Acct :~: ~::;:ite L.oca.t ion Owner - Last Name .-.. St'f eet ..... C:i.ty Prlone l'enant"s Name Aqent "s Name,; Architect"s NamQ Lx] Bu:i.ldinq /,;" ,', L ] Mechi:ln i ca); LX] Plumb :i. nq~.:/ 04/10/1?90 Application Number 90AP01073 Pey'mi t Numbey' Py'oject Ciroup L.OT 71 DOCt\~:; I DE: [:. V A NCiE: F< ..... D nUGL.. A ~::; L..er,.. 71 DClCI~~::;.ll}[j.:;': BF~EMEJrr;elN" : ( F' i y'st MI .Phl::me( ~;:~Of:., ) " 'rYt'l ("\ y., ;,.;(' . r, C) / ) r: ,.' I~':." ,..c;:. . c> . WA Zip 9B310 "f.;.l.~~rJy.;i:'id i nq ,,' "T ~I S :j. qn ' ;2,:: f Mc;vp r3;';i '1 c!'j nq (::1 Btli n:i. nq 1:~~:~J;:M(::lb<~J ;;:~ . 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'(' I" "I Pemodel 1"'" ('ldd:ition r", . - ~ , , - . , ,h::VP,NGER....-DUUGl....AS .. INC .. ~50? NE 165TH ST: ~ ~3E:AT'fl....E: ~(20f:.,) 364-1454 State WA ~:.TF:FF:- F:VANCiEP IrVANGDI l~:~~:.tJC , - ,,' - - ~ Zip ?Uf55 " ,\ . [:::XPi:riit;i:on Date.l1/{H/F/?0 . '1:::- x r:t.'1 y' . ,. .t:.. '1' n f') I....j ,'.'. .t,' f.:.') "". "',_ ,(..J."..... ). 667 square foot qa~rige .- . . "" . Q~ 0" J .:ZS bCff;::>' ..t::~.:~;I-tP(.). ....yi; ..." ~ ~~'::::<j~~'.^ ~'" }B:,y:;V, f, '-~. < < . b " ~ , ~i.:' ., " '~'"', $-1:040130.00 <) Census TY' act Sq F' f~et I nE,pect :i. onG F<equ:i. Y' ed Zoninq 'rYPf~ F'oundat ion LX] F'y' am :i, nq LX] Insulation Lx] Plumbing Lx] Mee han i ea 1. LX] Wa 11 board LX] F':inal Lx] ~;t at U~3 Code 1: () :::::::::::::::::::::::~:::::::::::::::::::::::::::::::::::::i'::.:.::::::::::::::::::::::::::::::::::~:::::::::::\::;::::::::::::::~~::~::::::;~f'::::~:::::;:~;eeCX:::::::f.,:5:::f!!P::;:;,~:::::;:w~:~rt~ l" \ CL n n I ~ If - I Y . ? 0 ~of- <'\J~- ~/ +c-.fe.r ~ ~ ~0(.' \ \ 8 R r M F R TON B U I L 0 I N G D E PAR T MEN T PI....UMIJING PER M I TAP P Lie A T ION . . __....M.....__..._._.__..........M...._.......____.M............_........._.._.M......._.._._......._....__..._...___..._....._.____........____..___.__._.._.__......_._...._.....__.__..__.,__.___..___. -.......--.-.....--..-.---.....-..........--.-..---........----.-....-..-.---........-.-----...........-..--............---.........-----.....-.--.--..-...-.........-.......-..--....---....--..-...--.. Application Number 90AP01873 1;J(:)y' k 1r..1 i 11 be' comp 1 et ed by OIAlney'" li' :::I "I'oilets ", I:) .:. 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'!~ t:" ';,~~', ""i;', '\to7;, '. o:~"- ~~o,>, ^O;~;^~ . ~ , CITY OF BREMERTON BUILDING DEPARTMENT PERMIT APPLICA~ION DATE: 4-26- , 1990 TO BE COMPLETED BY 4-30- , 1990 Evanger-Douglas OWNER same CONTRACTOR 7017 Cormorant LOCATION OF JOB FOR new SFR ENGINEERING COMMENTS/REVIEWED BY ~J 1) /}PPil t;P-7 N ~-?::) .r ~ Or <1 77"1 "" ""../ ;:) /lll./c"'-'/7 OC7l.r-f' r m?-;-y ,Cr--c / r CC" ,.I c: P J1../~ ~ P J1/L--c.='~ ~ r2 c;r-, / ~, c..-C- /7 ~- , 2) A!.a y 7Q ". ^'1 A~t:?-r- ~L ~ 6'C ~LG.-~,"=, ~ /./11 J!J7 iAJ' OJ ",...- /lJ /?7::r77'JC(:.:3':;'_//, t':J/J fVA7f"C ,/:)/2 ?n~;// e-.J c:-~ PV' n /.../ ~ rz l / )h--.c-;-:: 'J.-'rJ-:/ f tr:-~./t~d J"-.L -7" II B REM E R TON B U I L DIN G D E PAR T MEN T PER M I T A P P L I CAT ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Date Issue Date Assessor Acct # Site Location Owner - Last Name - Street - City - Phone Tenant's Name Agent's Name- Architect's Name [X] Bu i I ding [ ] Mechanical [X] Plumb i ng .' 04/18/1990 Application Number Permit Number "1-e II Co~M.e~AN"T' Project Group LOT 71 DOCKS I DE fL.. EVANGER-DOUGLAS First LOT 71 DOCKSIDE BREMER TON ( 206) . 90AP01873 MI State WA Zip 98310 :J.',:.' -. ,P hone( 206 ) ,Phone( 206 ) C].Grading ...--.' --'''[] Sign :{ ]~~oveBuilding [] Buining [:] MobIle Home [ ] Land Clear [ ] Paving [ ] Underground . [] Demol it ion ./. l (. -----_____J~___~-----~~---------~---------------------_______________ :~~ i,'o." ~, t. Bui ldi ng ~ontractor F{ " ," Contractor :;: Street r L Ci ty f Phone t.; /: Representative State LIcense' # City License #- ~VANGER-DOUGLAS:INC. 1509 NE 165TH 5TJ' iSEATTLE ~(206) 364-1454 -State WA \JEFF EVANGER EVANGDI121QC Zip 98155.' c'''... . .\' Expiration Date 11/01/1990 Expiration Date '\ '\ Nature of Work: New sfr, 22~75 square 'f~et, 667 square foot garage. Building Valuation "., ~ ---------------------------------------------------------------------- $104888.00 Council District 9 Census Tract Construction Sq Feet Inspections Type Required Residence [X] Zoning Foundation [X] Business [ ] Type Framing [X] Other [ ] Insulation [X] New [X] Plumbing [X] Repair [ ] Status Mechanical [X] Remodel [ ] Code Wallboard [X] Addition [ ] 1 Final [X] Lt\. oJ .J ============::f:~: ::===================================================== == Lf -~S---9b B REM E R TON B U I L DIN G D E PAR T MEN T PER M I T A P P L I CAT ION --------------------------------------------------------------------- --------------------------------------------------------------------- Application Date Issue Date Assessor Acct :It: Site Location Owner - Last Name - Street - Ci ty - Phone Tenant's Name Agent's Name., Architect's Name [X] Bui 1di ng [ ] Mechanical [X] Plumbing' 04/18/1990 Application Number 90AP01873 Permit Number Project Group LOT 71 DOCKSIDE EVANGER-DOUGLAS LOT 71 DOCKSIDE. BREMERTQN " ( 20,6 J' First MI State WA Zip 98310 o~ ~,' > ['] Paving ( l,Underground (] bemol it ion , "{' , P hone( 206 ) :'Phone( 206 ) "'-,".OW, i(Y] , G~iadi ng :1t ] :~'Move ,Bu i 1 ding t::] "Mqbl1 e Home r] Sign [ ] Burni ng " [ ] Land 'Clear , '~', :' , " " . .' --------------------------------------------------------------------- i ' , Building C6ntTactor~ Contractor St reet f City y. Phone ; /' ", r:\~ ; .~,- ", '; , RepresetJtatiye State LLce'nse'# Ci ty Lic~nse :Ij: ~t ' ',j< ; ;EVANGER-DOUGLAS 509 NE 165TH ST~ SEATTLE ,( 206) 364-1454 'JEFF EVANGEr~ . ' EVANGDI121QC ':State WA tt,':; . Zip 98155 Nature of Work: New sfr, 2275 sguare feet, 667 sguare foot garage. .. Building Valuation ,.{ !" e," -, ;'\, ..-' Council District --------------------------------------------------------------------- Census Tract Construction Type 9 Sq Feet Inspections Required Residence [X] Zoning Foundation [X] Bus i ness 1:] Type Fr am i ng [X] lJt her [ ] Insulat ion [X] New [X] P Illmb i ng [X] Repa i r [ ] St at us Meehan i ca 1 [X] Remode 1 [] Code Wa 11 boar d [X] Add it ion [] 1 F i na 1 [X] -~=~(r~~:iS~~96~::r~~$!i&1'1(C-~~~~~e<>~;1..~. t3(evna-V'\- 6V' ENERGY APPLICA TIC)N .... HOUSE TYPE (rarrtbl.!r. 2-~tory. etc.) "2X"~...?> }._2-_?TO~:t'_______ ADDRESS: ----_..............--~- , ,..-~..-----_......-.".......~...-.--_.._-_... BUILDER: _..~[~Y/~.!C::-E':':~F2- HO~1EOWNER : VOrJ& [...AC',;;.;> HOM t::E c,jJ .. -_...__.....-.-..............--t_~__..4~ _.._____ _...... --.-....-...J............................ ...--........--.,...__ ___..__ FLOOR AREA: 1st __ 12..-7-7 rp WALL INSUL.. O.Of?2.~_.______ ~--"""-"--"'" 2nd 1000t , rfl-'"- '2.'60,0 y6 l1..fl rP ---- ^REA FLOOR OVCr:::' INSULe c-RAVlL ~kl".(:,~~' 0, c"?,...4 f!:"(~ 0 1'll"_'.rw_W'trl-,~_...-............. AREA SLAB I NS lJL. AREA ---_......-~_...I..__.._..........,-_.....I..... .-..--....--.----- CEILING I NSLlL. o ~I+C '2 AREA 11s3 rP .c/ P'';;'> ---.-.......~ .--- ~ ----- -YAtttTt1t 1 NS lIL. D. O"1'b 7 (~ AREA II r/-l -....-...-..-...-__ "''''_1 ...- '" 1:.. 'I"L _.......~ 1.-.. T~ fl.lY:"\f:: ("'~,T'f:<,;' ~.\<i"?-{::' ROOF & WALL (\PENING DETAIL .WINDOW~* (Group Same Size Windows On On~' line)l BRAND ~OOEL U-VALUE HOW MANY SIZE .AREA (SQ. FT.) ( Nu~~<1!_~! n~ws _x .5Q. Ft.) 41 ~ AI "\( -'I ",... A I r.- I'~ I L.-(~7/ '\ ',\,,".<:~::~l )~..::..__~~~ o.(~'"& I GOi;;"'IO ~~~"'...-~.a v."~tIII8t.........~_ I 1060 HI tL-o:--'"" J'.;..>' <>L (-:) r {~2~> 3G (.), 0> '3.~ 10/1-0 (2b l"l __...........__.. _,-..'..................'__ ..,_-....4 ~ r L r/. ?"., ~;~,~... ~~ 20.lD 14 -_..~ be? o.(?~, 5 ~Cl40 5>0:>0 10 ~..,... ....----...-- --.--..--. .....~f02{,(p 14 ,_... _0---..._....---......-....-.-.--......-,. Joe, (:) 10 ~;-,C?-4 c:::::J -----~-----~o------- 'fN06wAREA ?:/2~ . (AT -----.-..........,-,- -........----- SEE OTHER SIDE... o. Cll~ or BRn1ERTON '"'' ~'-' -"-.' ',-'l..-" ...--r',,_"...J l.L....._.l1 I. ......I..LI'L.l [I_Iii r1_'l\.i.ti I LL I iU. c:.~'::"II:':l-'-f I CI-.-'.:::':'~,::.J~l Ul'il'~! I H,:;" HI::I.,)'" I'~D':'~ SKYLIGHTS (lESS THAN 60~ SLOPEJ BRAND MODEL U..VAlUE HOW MANY', SIZE ... - ----............. ... ( Num.b~. .'/(.,0 0, 0:::1 (;r.:, rJ :I.?(~) ~~!~ 0 '2. .;- -" ------ - - AREA (SQ. FT.)' t-o! W~n~~ws x Sq. Ft~ X (b. X 2 . ~4 _ ---of ...t...r 1 I X X 2 · ~_ a ~ ~~ X 2 · M I LC~F:l::::" .'TOTAL SK~.lGHT AREA x '24 .....1 1_ J 1- ( B) (t) *TOTAL GLAZING (ADD (A)+(!$))2 ~51 ........_.....,...-....-1 .DOORS (FRCt' HEATED SPACE TO UNHEATED SPACE) MANY 1"'......_ \ BRAND MODEL U-VALUE HOW . .."... ..II..... /,.j r:~ <,~:,~r CCY<-~T ,'" ';.,p'';'o '2. ----. ~::.'"'' - r:.?---r~)!..ir.:: '~r:'\ (".r-. D,C; I - . '.' I '. '-:7' '. - - I'll' 1l'Ir--. SIZE AREA (SQ. FT.) _ltlY~~er~~1ndowS X Sq. Ft.l 3-'1 T ---_~"". i _ ~ -.nz 1.. ?::>h P-l I?? - -~--........ ~- , .*rOTAL DOOR AREA S2. ~ VAPOR BARRIER ----..-............p--a- ...........----.,..-. TYPE OF HEAT _,,~~:,,~":...:::::: r.Ct';;::'<~':-f":L.,,:! ,./<..0"::::....._ SIZE J!!'U) ~Z?IOOO YOU CANNOT CHANGE THE TYPE. SIZE OR BRANJ OF WINDOWS OR HEATING SYSTEM AFTER APPROV~L 1\!ITHOUT RESUBMITTING TO THE OEP,~RrMENT FOR APPROVAl. OF THE MODIF ICATION'S. INSULATION INSPECTION REQUIRED. AN INSUl^TION IN$PECTION IS NOH REQUIRE~ ^FTER fRAMING. pnIOR TO ~HEET ~OCK. OWNER/AGENT: "F,'":"!"! l"l ['! ?~,( i r,'t (. ,,-0-..f.:::::'::,!'1 !"Tr:'C,( --....""-............ ......--______...~ .d 1I1~ J_~ ~_________..,... ~ -____ -, 1M .. ~... 1 Includes sliding glass doors. 2 Glal~ng area shall not exceed 21% of t1e total heated floor ar~a. EA : e 11 SE'E .OTHER SIDE ..... L_ J ~oFF ENERGY WC>fZ.\L~H~er t.VAt~G-~f2-' POUGLA-S HOMES (.OM F"ot-J EtJT A..a:>r< OYFf2.. C-f2.,A.WL ~~ FLoofZ oYfS"~ fZ,AGl=: F'LP---N '227S, g U VAuJE:: A~ O.oss 0,006 WAU-S 0,20'3 WINp?WS 0, t). 03 ~-- CElLING>t? ~S Ht=A-r) o,o::s.& -ro-tAL U >< A (BU.1/G,t==T-::> COMFDWCNT R.O:?rz. Oy~ f2.. ~WL- SPi-~ n...ct::lZ- Ovt= ~ bA~ O.01~0 0, 04f:>7~ WALLS O,OI8~ WIN r::.<::>WS o"s O.04t?3 C€./ U I-...J&s -tOTAL U ~ A ( AL:.-r~ ~ BV[7~ET - Ac.TVAL:= :!J2:>,IC:::>:2. ~Dlf~[}{]~[b[b [Q)~~D@~ TOM MITCHELL ARCHITECT 1010 TURNER WAY E SEATTLE. WA98112 (206) 323- 6751 11-// I I 2.~0 3s1 1'25~ \'2,7 I I 1.-:yd?) SSI I2.S"6 u ~ A IO.~'3S . C:::-OE:::> " 4~O.q)07 II. :2S3 43,~SS :f&'~.bGO 1 - 0r;.~ ,6'67 I~S...q~3 '2~3 , 260 ~,OI4 J ~.~~ t ~.2'&, ~O IHALL~ AT :STu 0 Ou~\ DE' A\(l... rlLM HAR050A~O 5\DINl::J THc~M() PL'I' '3YZIt WOOD 5TuD 1/2" &.w.5. IN~IOE' ^l~ FiLM AT ~^'1'TY OOUbLA~/8Al-d~c:fl- R .1' . 81 .Zo '2.. SZ .45' .~! 4.8~ 1.2.D1- u ,. u OuT5.pc A\R. FIL.M. .l1 ....A~'PeoA~p 510'Nb .81 1H~~MoPLY . %0 f<.- r~ MTf If..lSut.A.1101-/ 1~. 00 '/2.11 b. W . B.. 4-5" IHStoE' AI ~ FI LM . bl!> 15,'~J ,. Oc..,!i' (1.5/1c..)(. 20') t- (1+.5"/U..)(. OloS") = r .orAL U WILuE' = o.078~ 1 1/2" c.:,. W. ~. R-'~ eAtT '~~uL. HA~OBOA~O 51 DiAl<=' THe~MOPL ~ ~TuO Ct= ( It t--Hj ~ A iT 1 t. AT TRU~S OoT~IOE AI~ P ILM '?> '11.. ~ wooD eoTTOM ~ Ho~O 1/2" ~.\M 5. IN ~IOE' A\R FILM AT ~AVITY 1<. u .11 '1.$"Z .46" .~!. 3.~2 I O. Zc,,11 R u ouT~IOE" AIR FILM .17 ~ - 30 BA IT IN5vlATIOH !>C. 00 I/Z" C:1.lN.6. .45 IN .sIDE AI~ FIL.M . ~ 31.~O IO.O~I' (l.Ii'/Z4)(O.ZfD2.) .,. ('Z2.r;/Z4)(O.O!i-Ier)= [TOTAL U VALUE' ~ O.o-k M 1T I N'S lJ L.A. 17 () "-l Bo1n)M 'T~oS~ ~"'oRD ~.f.tJ.8. NOTE: 2)(.\2. 5T,C\, F~~MJ""& AT ~OoF l~ SIM'LA~ TO BuT Le-~~ ~O~ ~EYl""'l1LE mAI-l AT' "'Russ. 'THe1eE"Ft>~e-, Tf(u".)c; VALtJ~ AflE' tJSe-o Ai STI CK FAAME:D A~E}\S . fLOo~ evE.R L~AwL SP^~€" . AT JDI~T OuT~1 0 E AI f.l. po I LM I 17/& ~ 1: .J.l. 3/-+ II T.? l.:J PL \' WooD JN~IPe AIR FILM A'" CA\lIT 'f f( tJ .11 g . 56"' ~ cr+ ,~g ID. ~4- J O.09(Q1 ~ LJ ouT~IOE' A\~ FILM .11 ~ - 11 SAn l""SuLA"T1ol-/ 11.00 3/4" "I. ~ (:" PL '(WOOD . 14- INSIDE ^'~ PIL.M . lD~ 2,0.11 J 0.0 +81 ( .!>1S/Z+)(.O'tl..1) t-(Z \c..;s:)(.048 I) " l-rOTI"IL tJ V....L.uE" ::.. O.O-t88c" ] ~/411 ;: ~&. PL'I'WOoO ~..). l. ~rr ll-J5>>oLPtT 161-4 fLOOR ovE.~ &A~A(:'E AT JO'~I oUi"Oe A,~ F'LM 5/1" (:J.W.S. " 7/& If or. J.1. . ~/4t1 T: ! 6. Pl..YWoOO INSI DE All( FilM ~ ., 7 .5(" 8. 50 . 1-'t- ."8 J~.'l{) I (). 0q'7 u AI eAVITl' 0015' DE Alf< FILM .11 5/S" &.w.B. . Sf. ~.. l~ fATf IN~uI..AT1dH 11.00 ~/4-" '/. ~~. PLYwoop . ,.... 'N~'OE A'R FIL.M . ~8 Z I.~!) IO.O"ft".,g C?J7'5'/2.4)(.OQ'7) T (Z3.c..25'!Z4-)(.o48') = Te>>TAL V VALut: =- 0.04-&18 $/+" 7. ~~, PL rtAl6t>O . 1". .),1 . ~ -11 e.A 11 ,... 5 UL..A. '\l () ""' sia" C;..w. & . BUILDING PERMIT APPLICATION ... City of Bremerton, Washington 98310 Phone: (206) 478-5281 Assessor's Tax Account No.: Site Address: 3~'-li.!.o I Phone No.: _ _ ~ 5{pj NE ! 0e'<)~ 5 . Jb:rt+J:L- Owner's Name: Applicant: [JZL Owner D Architect o Contractor D Tenani ~eSidence o Demolish o Grading (cu. yds Nature of Work Proposed: Representative: -'61'\1\ M; .t-JJ1 Phone: ~Z~ (p 7~ I Architect Firm: Address: ) ~, Fr o Other: o Multi-Family (No. units o Btdg. Move I2E. ~l d.~l\J( .k J Representative~~tJ TFnTlLt..J$ Phone: ~-1t/61 Exp. Date: 1/--01"-% Contractor: Address: Contractor's License No.: o Business o Duplex o Repair o Sign o RemodellAddr o Parking LOI Sq. Ft.: Utilities: I5i Water D Waste asewer D Septic o New Valuation of Materials/Labor. Plan Review Fee: Permit Fee: [UBe Sec..304(b)) $ $ Receipt No.: Receipt No.: Date: Date: ~isting Surcharges: o Storm State $3.50 0 Energy $10/$15 0 Zone Designation: Setbacks: Front: Occupancy Classification (UBC): Side: Rear: Height. No. Stories: Heat Source: Comments/Conditions of Approval: I understand that applications for which no permit is issued within 180 days following da~~ of application shall expire by limitation, plans and/or other data submitted may be retur~E to applicant or destroyed by the Building Official. (Sec. 304(d)UBC). I certify that the information on this application furnished by me is true and correct and that the applicable requirements of the City of Bremerton will be met. ~~~ ~ Copies to: White-owner: Yellow-file; Pink-Assessor: GoldenrOd-Building Stat. COde : PERMIT APPLICA~TION CITY OF BREMERTON BUILOTNG DEPARTMENV'. .. PHONE: 478-5281 " CONTRACTDR . r~L., 5M1J~ ~EW E. MAIL ADDRESS ,45 JCfBO U;. Class of work: MAIL ADDRESS D ADDITION D ALTERATION ZIP PHONE PHONE LICENSE NO. o REPAIR D MECHANICAL D PLUMBING .. No. Type of Equipment Fee No. "Jype of Fixture or Item Fee - . STOVES Gas_ Oil_ Wood_ 3 WATER CLOSET (TOILET) FIREPLACE INSERT ! BATHTUB FURNACE Gae lNat.j( LPG._) Oil_ LAVATORY (WASH BASIN) Wood add on_ Other_ Electric_ . SHOWER aTU Dl.('f'A.(f 5bOOD I KITCHEN SINK & DISPOSAL ) Type: Up fI0W__ Down flow~ , DISHWASHER HorizontaL__ Wall_ ..J LAUNDRY TRAY i CONVERSION BURNER: Gas_. (Nat.__ LP_) , CLOTHES WASHER Under 100,000_ Over 100,000____ I WATER HEATER i Oil__ P URINAL UNIT HEATER BTU__ Gas_ Elec._ DRINKING FOUNTAIN l I BOILER G,'S__ Oil__ Electric_ FLOOR - SINK OR DRAIN I .j Other__. HP_ -~ SLOP SINK j GAS SYSTEM Max. 5 outlet Total_ I WATER PIPING & TREATING EQUIP. EVAPORATION COOLERS Roof_ WaIL_ r--- WASTE INTERCEPTER (Grease) -----j BTU_ AC UNIT Electric_ Gas Elec. Combo_ 8TU_ HEAT PUMP Single Package_ SpliL- Add on_ BTU Ton_ MIXING OR REHEAT BOX CFM_ BTU__ AIR HANDLING UNIT CMF _ BTU_ FANS ExhausL- Supply_ Bath_ RANGE HOOD Residential_ Comm._ ROOF DRAINS CLOTHES DRYER Res._ Comm._ INCINERATOR ALTERATION TO DUCT SYSTEM Heating/Cooling_ Exhaust_ TANKS Oil_ Gas_ Propane wlOK from Fire Dept._ Gallons REFRIGERATION UNIT PERMIT $ TOTAL FEE $ FINAL APPROVAL COMMENTS y I_~ I -----1 -l VACUUM BREAKERS & BLACKFLOW DEVICE LAWN SPRINKLER SYSTEM SWIMMING POOL - Private_ Public_ GROUNDWORK SUMP ALTERATION KIDNEY MACHINE ~1 .~ I I I PERMIT $1 TOTAL S I ----l ..J NOTICE THIS PERMIT BECOMES NULL AND VOID IF WORK OR CONSTRUCTION AUTHORIZED IS NOT COMMENCED WITHIN 120 DAYS, OR IF CONSTRUCTION OR WORK IS SUS- PENDED OR ABANDONED FOR A PERIOD OF 120 DAYS AT ANY TIME AFTER WORK IS COMMENCED. I HEREBY CERTIFY THAT I HAVE READ AND EXAMINED THIS APPLICATION AND KNOW THE SAME TO BE TRUE AND CORRECT. ALL PROVISIONS OF LAWS AND ORDINANCES GOVERNING THIS TYPE OF WORK WILL BE COMPLED WITH WHETHER SPECIFIED HEREIN OR NOT. THE GRANTING OF A PERMIT DOES NOT PRESUME 10 GIVE AUTHORITY TO VIOLATE OR CANCEL THE PROVISIONS OF ANY OTHER STATE OR LOCAL LAW REGULATING CONSTRUCTION OR THE PERFORMANCE OF CONSTRUCTION. SIGNATURE OF CONTRACTOR OR AUTHORIZED AGENT 'DATE) SIGNATURE OF OWNER (IF OWNER BUILDER) (DATE) RECEIPT NO. (While-ORIGINAL. Yellow-INSPECTOR, Pink-APPLICANT) PERMIT ~ . " r,..} N ~ II? " r----- I I ,\ \ \ \ \ .---- ! \ ! j \ I , r::-:-:------ . . 7-1-1-; ------------ y : j~-~~~~~ . ! <J.,,) c" ,~\~- ! c ' '\ 6 0, . I ~ <s c o , I ----------... --- <::, c. _,,__=_Ooj L_ r~--- -3""-'- ----_ / /_ u __ ___ II .99 -- I --j 7 } rtl I 0C^L~', '1"==-7..0' -- --I I I I I I ,-. fIn J ~. ,() IP cr: I ~ L OT -7/ D '" J ) '77-- 'D I Y1!t --_..11.___ O~57:!)6~____Q(l:!.__(' "',"0, ~512l_ -f...rr (I.:: , ._~--- '- I S --- -,,,, 82. 0 /01 3(0'/ E:; -, -- 98.19 -- I...-.. , " ~ 't 'I ~ ? . '1 )l~' \ I ,-'" - i ';\" ,~. L. r, - I J CJ 8';: 9 0 1 7 6 I.t , . 'firE:", 699 3/ 2/90 'c~':>: 1 OF 5 ..- ., '" TCLL= TCDL= BCLL= BCDL= TILTOH 3877 . a a I a;l o I N l3!1l Ii r III II -== [ill TC Be t- 18 SPACING ~ 2-00-00 INCR:P=1.15 L=I.I5 LFT BUTT= 0 1/4" 25.0 PSF 7.0 PSF 0.0 PSF 10.0 PSF TRUSS MANUFACTURING 1'1ySup Evanger TOP CHORD - CSR= 0.840----- 2X 4 Sl 5T HEM rIR "EXCEPT. C 4 IS 2X 4 STD HEM FIR C 1- -1920 C 3- -1519 C 2~ -1601 C 4- -1223 /- P L '-I TILTON TRUSS P.O. Box 267 Woodlnvllle, WA 98072 (206) 4e~.~3L'5 J.~~ t 48 t 3- 6 -== 3 1/2 12 II. 00 .- II. 3 ~ N I o <D I o o l!w 10 -= 2- 3 1'1 !,l~ 3-10-15 , 15 , I 3 [1-1'1 ' IS , 3 0 1 03 I 'I 0 1 _ 00 I I - I .., G-II-OO REACTIONS MIN (LBS) BRG(lN) J 1= -1005 3.5 J 5= -1321 3.5 J [-00-00 L/DEF= 11'10.08"= 999, CAHB= 0 1/8" 20 G^. PTX PL^TES 149 PSI GRS (H^X) A CONFORMS TO UBC NO REPETITIVE INCR --- nOTTOM CHORO - CSR~ 0.789--- 2X 4 5L ST HEM FIR C 5'" 0 C 6= 1821 ------- ~EBS - CSR= O.7B2-------~ 2X 4 STD HEM FIR -EXCEPT" 2 W 3 IS 2X 4 STUD GRADE U~ ~ W 1= -327 W 2= -508 ~ 3= SEE SHEET IA OF 5 FOR ADDITIONAL HaTES MAR 0 61990 ~ a - - V08.LlO .1 Q: '1 ""- ~, ~~ 0 ~i' ct ~, ~ ~ ~ ~ ~I I' .. . . ~-'~g>c~ii '" ,~ u g .~~ '0 ,._",~;OlCW ~~~m~"O~ a:w F.fc..:~~~:~ ~- '" ~ 0." O>:~ ~ :.~ ~~ ~ 2"'" ~ 0; ::S .0 ~ I- :3 ;:.::\ E"O:;"' C"O> ~ 0. 00"0 = '" g >- ~ ii.S c-:!? ~ C ~t~ ~;:g ~ ~ &_ ~ ~'15E~~~ :~ ~~ go:~ ~-5~ i!f.!;:c~c"'..,; t} ng ~ 8. ~ = .~ ;~ ;: ~ .~ ~ ~ ~ 0 1.~~~9G)...,;.2 '1'" Q.u Q..c:: c c.:: ~.?';~.5:;g:ig ~..~ ; ~ ~ '; ~"O P ~l _ .c. .0 :;;;: .:: a :2' fIl - >- _ 0 C M J""l ., iii' u ~ 0 co 'l~ 5-c ~ 2 ..,OlO s;o. ~.9'&;;-1:~ '~""'E=t:ct::> :U.;~~ ~ 0 ~~ t-- ., 00- f ,0 c: ;3 c.f "'.0 .., ~ -' . ~ ~~ .9 2 ; ~ ~ OZ ~1 eEl :> == - U) c !!E _ .i.j '0 ~ '0 ....D" o' 0 0.. ...... ':J II'), '0 u ~ r4, .., R <: OJZ . ~ ~:>c c-O\:;t ....->...-Oc~cr. ."~';~C~00""'O i....! r ~ 0 .n g ~ E u. ;r':::f-a:l0'l ::;noZ ~{ >.&~~:O"O~z ~1 c 0 E ~ ~ ~ ~ S? ,r~ ~ g Ql E ~ ~ ~ (() l. t: ....- E Ci; ~ :; !C Wo '''' 0 QJ .CJ a. O"i' ;~; u.o Q) _ ~ 4.l t"tI t-- 1;3,~.9 ~ ~'~ <- tz t1! g ~ ~ ~ ~ ~~ ~ ~~~~u~~"(( Ii.. .- 0. -~ "0 U '" Ii:. 0 ~~~: ~ m ~ < (5 ~ ~ ~ ....:,. ~ ~..: () ~ (1' -ti --= ~~~~~~~g'~~ i!'~ ~ ~ g ~ ~ E '" ~ ~1 .-= ~ n 1 ~ V) '0 0 l'~ ~'_ ;; - ~ c- .. cr ,.. ., r .. It!...... '0 j.: O'lo CD C o.~ COO '.'~: ;:) c'" >..~ oOlL. ~,.....o~:=-o w ~! oS? o..!!' ~ E c ~ 0 ,II n E ~.- '-= ~ CiJ :: ~ 2.S? ~ ~ ~ ~ uJ ~ >o.!?&.U1oEcn .~~~~.~g~ffi 41')-0 ..,-~> ~~~r-A~~r-il ;r: h " .. ..i1 :I:> ..0 ,,- o!! "2 o. ..3 ~ ~ . . t" ,. I ------------------------------ I I : JOB 901764 I I : TYPE 699 3/ 2/90 , I I lA OF 5 I ~ ------------------------------ TILTON TRUSS P.o. Box 267 WoodinvlUe. WA 98072 (205) 483.8585 -1.* PURLlNS REQ'D @ 2'1.0" O.L ON C 3, UNLESS CHORDS ARE SIlEATHED. PURllHS TO BE 2X ORIENTATION 2. DIMENSION TO END OF EXTENDED TOP CHORD IS BASED ON A 1 PLY, 2X 4 CORNER RAFTER (DESIGNED BY OTHERS). 3. ADDITIONAL UNIFORM LOADS: C 3= 48.0 PSF, C 5= 15.0 PSF, C 6= 15.0 PSF. 'I. ADDITIONAL CONCENTRATED LOADS: J 3= 599.0 I.B. S". 1I1E CONllECTlOHS AND/OR HEAIIS OF SUPPORT (DESIGNED BY OTHERS) FOR TIlE ADDITIONAL LOADS SHO\JH ABOVE ARE THE RESPONS[B[LITY Of CONTRACTOR AND/OR BLDG. DESIGNER AND MUST BE MADE IHTBOUT DAMAGE OR ALTERATION TO TRUSS. b. AS REQUESTED, PLATES HAVE NOT BEEH DESIGNED TO PROVIDE FOR PlACEMENT roLERANCES OR ROUGH HANDLING AHO ERECTION CONDITIONS. IT [S TilE RESPONSIBILITY OF TIlE FABRICATOR TO INCREASE PLATE SIZES TO ACCOUNT FOR THESE fACTORS. 7. THIS TRUSS IS DESIGNED TO SUPPORT LOADS AS .DETERMINED BY OTHERS AND SHOULD BE VERIFIED FOR THEIR ADEQUACY BY THE BUILDING DESIGNER, PROJECT ARCHlTECT, PROJECT ENGINEER, OR BUIlDlNG OFFICIAL. MAR G 6 1990 ,~ A --. /J ':; -c ~~ 0 5~ N (t ~i \.." t ,... '. ~ ): ~~ I~:Z: :; ", 'I ? ~ O't . , ~:~.r-~~~ tit " ,,_ .- 1:1 :t.t: .- ~ ~ : 0'1 r W ~i -; cO E 't, ~ ~ w ._. "" 0'- .. tI) ,~ c ~ c C ~. . .JE..:~8u~:~ ~a).QlOl:5~2~ ~. ~ '" eLJ o...}-l~ C1) ..,.- U .~.~ g ~ ~.5 ~ -g :: ff" - c: "00 .. - .c'O 5 ~ c .: ~:g:= >- 00 ~ ;;..', _ :> n ~ 8i :0 ~ 0..0 II)~ ~ tafCI _~DG) ..' C 0 .- C S =< NO GJcnc:ou_ :u:,:;g5gOl~~ ~..,f v- CD o.~IID-c: tti .- co c co 0 0 ~ ~.~ -0 e ~ Ii 0 ~,.~ 8.~;'1 ~ 2 ~ , MQ.C:_O~O t' '0 "" u .!! ~ ~ c ~ C .. u-o ..tD'-f--Oo ~.::' -';=~.213'EC"') ~~ ~o;:o u2 8,o:x f.."s~ ere.... tr:lcO ~ f.c;~O;;-~c .... II) 0._ c.. - t~ iii ~ g ~ ': ~ E l~ .., 0= ~ ~ 0 -.; ff ~ c ~ 0 -g _ E . ~ .2':0 0 Q) co '5 (1J Z t. fI):::_~ et:I':::'O C>:J:-U>C-- ,~ .., 4> :g '0 Q g 0: ~ ~ :l ~.o{ g':: 0, ~ ::> ~.... 5,-,;,- 0 c ~o: ""ic~V')v~O );.:Cftio.o5~Eu.. r.\;1- ~ "_=4> oZ Dr: >.&~ ~=o"O~z :t_~ - .....&J C Cl '- E!.r., :COECDinctlJ:J~ ~ou"'E(l)c.""n \II ~ E E en n; g ~ uJ L", ~ ., P Q. -: tJ > (.) ~;" u-D 0>_ == ~ '0...... d7 ~ E !. ~ :t '" ~ Z ;N ~.;~g::;i-'3~ ~OL-o'-c:~~a: ~.~i>:g~..;-CLO to;] ~ CD ~ ~ 0 ~ ~ S: ~..... 0 u .- ~ u ...:; ~it:og~~-g~ ~~d :r ~ }i !I? S ~ ~ ~ ':E~~g:~;;o~ ~. J'- ~ J:::. ~-: .~ QJ_' Cl"t~~ ~"a: ~.....i;co'~c-go !';-1 : 5 ~ E ~ 8 u ~ ~jJ 0 a. .. = ca "0 0 !~; t::::9 E~~u; 'i82~~~;w :. a.!! a '" cr E en fz.E c : 5 c E ffi 'M 'g 6 ; "t;j.9 l) > ~..tm fiJ3$~ ) .. .. fi v 0 B . liD, Q: ~ ! II ..... ~ \J 0 B 90 1 7 G lj TIL TON TRUSS 113 il}l tq ~ ,J . i' P.O. Box 267 ~J 0 ::> TIPE 520 3/ 2/90 ~ Woodlnvllle. WA ae072 i' ct - 2 OF 5 ~ 1~Q i .. (20S) 493.9585 5 iN )I 0 ... 0,' ~ ..: ~ . 31 II ..;;::. ------- ------- I I II~ 12 '1 . 00 .- f 31~ \I l- . - I 3fil 3111 ~ [ill 31 4 .~ rill 316 1)1 1 8 l 9-(J(J -00 -1lliil- 5-01-14 I I 3:[0-02 -i ~ TCll= TCDL= BCLL= BCDL= TILTON 3877 SPACING = 2-00-00 INCR:P=1.15 L=1.]5 LFT BUTT= 0 1/4" REACTlO/lS Hili (LBS) BRGON) J 1= -620 3.5 J 4= -1553 3.5 9-00-00 l/DEF= 9'/0.03"= 999, CAM8= 0 liB" 20 GA. PTX PLATES 149 PSI GRS (MAX) 25.0 PSF 7.0 PSF 0.0 PSF 10.0 PSF TRUSS HAtlUFACTlJRIHG PlySup Evanger I. . ?. f~'. .f". r r" ""r, ..- ~\.. A. PEl ~~; ..- '\'- (,0'" .. '<' ...---, ... t (" .'. .,.:,."..,.>.... C'..4'-~ .:- .i:;; Q'l' ,~....... -, ~ ~ ~ ...." -. ~~ -:. :: ~ -z-= ~ ~ ~ - ~ :A :: - ~ .... lI.J ;:: .. . () I.q.... .,0..<- '<I' ~n~t 0"'<- ~ '... ~ ~ ........ "~" 10NAL ~ \\,... ADDITIONAL CONCENTRATED LOADS: J 4= n;~I.o LB. (i(IIIllUH~\}\ TilE CONNECTlOHS AND/OR MEANS OF SUPPORT (DESIGNED flY OTHERS) FOR ruE ADDITIONAL LOADS SHOWN ABOVE ARE THE J RESPONSIBILITY OF CONTRACTOR ANO/OR BLDG. DESIGNER AND MUST BE MADE WITHOUT DAMAGE OR ALlERATION TO TRUSS. AS REQUESTED, PLATES HAVE NOT BEEN DESIGNED TO PROVIDE FOR PLACEMENT TOLERANCES OR ROUGH HANDlING AND ERECTION CONDITIONS. IT IS THE RESPOIlSlI3ILITY OF TIlE FABRICATOR TO INCREASE PLATE SIZES TO ACCOUNT FOR THESE FACTORS. TIllS TRUSS IS DESIGNED 10 SUPPORT lOADS AS DETERMINED BY OTHERS AlID SHOULD BE VERIFIED FOR THEIR ADEQUACY BY THE BUILDING DESIGNER, PROJECT ARCHITECT, PROJECT ENGINEER. OR BUilDING OFFICIAL. B CONFORMS TO UBe NO REPETITIVE INCR 10P CHORD - CSR= 0.392----- 2X 4 SL ST HEM FIR 'EXCEPT' C 3 IS 2X 4 STD HEM FIR e 1= -975 C 2= 0 C 3= -122 --- BOTTOM CHORD - CSR= 0.307--- ZX 6 2400F-2.0E M OF C 4= 925 C 5= 925 ------- \.IEBS - CSR= 0.361------- 2X 4 STD HEM FIR ~ 1= 434 W 2= -1013 'J I; . ~ .f r. ,'. l'- ..~ "S . .. fl~') .~ CD. . -.."l ~ 0';::: ~ ii t ~ .~ ~ .~~ -f.i.- .. '" .. co "g w ~"g'-2~.:muJ ~' ._ aJ - '0 - U) . c~~g'~:. CC<Do--o_CJ) I1~C()B(D."- o .- '- ..... I Ol's> Ol" 2 t") i~Q).5.o~~lt) .~E"O~lI>c-g- ~I 0 0-5 s -l!! 8:: ~! ~~~o'5~ g ~j 0== >-.0'_-.& ~_=,.c~cO~ :t;." OJ:'j~l'::.... ca." si c - ",:e ~" :::!; ~: E 0 ~ ~ (ft U . r;,;)-C:>o<>.~~ :,.~ ~,g .. a. - lD -c :~~ :f ~.s ~ ~ ..: 0 ~:..~sS~t6~.Q i:';: Q. (,) Q.r= C C ~ t~ ; 8..5' ;; g:i g " C"<'>--Ol 0 ~~~eG,).~o. rf"r :=.0 .a~'E~ t€>l :> OJ ~ 2'" ~uo:& ~tTc.""-" ~e_Ot8.~ii:z:.~ ~:ll ;; ~ c e ~ - 3 ifh~'O~.. 0 ~~ ...~ ~ 0_ )0 ....... 0 c tk1 .2'~ ~ ~ -g -'5 -;;; z N.:; :=s.g=.:~o;o :--'! 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PTX PLATES 149 PSI GRS (MAX) SPACING = 2-00~00 INCR:P=1.15 L=1.15 LFT BUTT= 0 1/4" REACTIONS K II{ (LBS) BRG( IN) J 1= -595 3.5 J 6= -1137 3.5 TCLL= TeDL= BCLL= SCDL= TI LTOH 3877 25.0 PSF 7.0 PSF 0.0 PSF 10.0 PSF fRUSS HANUFACTURING PlySup EVilnger c CONFORMS TO UBe REPETITIVE INeR TOP CHORD - CSR= 0.514----- 2X 4 SL ST HEM FIR *EXCEPT* C 4 IS 2X 4 STD HEM FIR C 1= -553 C 3= 264 C 2a 177 C 4= 34 'C 5= --- BOTTOH CHORD - CSR= 0.293--- 2X 4 SL ST HEM FIR o C 6= 511 C 7= 511 W 1= ~ 2= ------- WEBS - CSR= 0.884------- 2X 4 SID HEM FIR 138 W 3= -512 -728 \.J 4= -351 1. AS REQUESTED. PLATES IIAVE NOT BEEN DESIGNED TO PROVIDE FOR PLACEMENT TOLERANCES OR ROUGH HANDLING AND ERECTION COIWlTIONS. IT IS filE RESPONSIBILITY OF THE FABRICATOR TO INCREASE PLATE SIZES TO ACCOUNT FOR TIIESE FACTORS. 2. THIS TRUSS IS DESIGNED TO SUPPORT LOADS AS OETERMINrO BY OTHERS AND SHOULD BE V[RIFIED FOR THEIR ADEQUACY BY THE BUILDING DESIGNER: PROJECT ARCI1ITECT, PROJECT ENGINEER, OR BUILDING OFFICIAL. MAR Q 6 1990 i -:J JOB 9017611 TTPE 1099 J/ 2/~O It OF 5 III II \11 3' 4 >>- o I m o I If) 12 5. on 1- Lit;: r 315 -== 31 5 -;:: 11 3 II' 3,8-==. 318 -;;:: (dJ] l' 3 1,1 ~ --1' 6-02-02 f.;-09--14 6-02-02 TeLL:; TeDL= BClL: BCDL= TI LTOH 3877 SPACING = 2-00-00 IHCR:P:;1.15 l=l.I5 BUTT CUT= 0 1/4" REACTIONS HIN (LBS) BRG( IN) J 1:; -1232 3.5 J 6= -1507 3.5 26-00-00 L/DEF= 26'/0.34"= 923. CAMB= 0 1/4" 20 GA. PTX PLATES 149 PSI GRS (MAX) 25.0 PSF 7.0 PSF 0.0 PSF 10.0 PSF TRUSS MANUFACTURING PlySup Evanger o CONFORMS TO UDC NO REPETITIVE INCR ----- TOP CHORD - CSR= 0.851----- 2X 4 2400F-2.0E M HF C 1= -2334 C 3= -1561 C 5= -2692 C 6= e 2~ -1557 C 4= -2565 C 7= BOTTOM CHORD - CSR~ 0.335--- 2X 4 2400F-2.0E H HF 2441 C 8= 2441 CI0= 2170 2441 C 9= 2170 ------- WEBS - (SR- 0.802------- 2X 4 STD HEM FIR *EXCEPrr ~ 7 IS 2X 6 1GSOF-l.SE M HF W 1= 147 W 4= -1125 W 7= -252 W 2= -826 W 5= 313 ~ 3= 898 W 6= 0 TILTON TRUSS P.o. Sox 281 WoodfnvUl., WA DSO'J (208) .4.:I.OI~' 3, 4 ~ J~Ll- 11 Jill 11 3 II' 416-== 1.161 3-08-02 I~ ---~ ,~ "1'-' ., ;ZJ ~ D; -1:-'&; 0 ~ ~ ~i' ct ~ j ~ '" o. ~ }'l ): L ~ fl... ~ ~ -- ~ ~ 4,: ~ g- '^~.!. ~ ca - q:l '- I::>o":c.o ~ 5 ~ .S'~ '0 .- .. g .. 0> C UJ ~cli~~~~UJ ~ ."Ol~.CI) t~i~g.!:g:o) 1~!a1 :.~~~ ~ 2~ . :s;.~ D ~ ~ .0 E"O'-CliC"'C- ~ ~ ~~:: ~ g~- ~. ::> -0 .~ 0 ::> ~ 0 ~ 0::.:": >. 0)_ _ ~_=,D~coO:o ~o.o~](;oca ~l a"O : -I;? ii .fi ~ ../j ;,;: c ~ " Ol '" ~ ~J.~-g~~om-= ~~ :': ~.- ~ LL-:O ~~~,g-.,;~o ;,_,) u'u Q: c: cE ~~4Pc:._O.o 1!i -g ~v.!! -;~ c ~ co 4> ~ f' .!ro 9 ~~ -;;::;;.c ::>'G~o l,: '" - ~u '" c a :>....20.0 ...-..f C'"c: "",,_.-;0 ~ ~.~&"'a:~~ ~~~~E~"':;B ,ti -g ~= ~ ~ 6 .~ ~cc:tCO"O__ . ~~ ~-o g CD ; '3 (U z ~ ::3~50 ~~Q ItJ"O.o "'00 O~1- ~:i :.~ ~ OlZ ~ ~ ~ . 2 ~ >- _S '0 ~ 2 a: :'Oc~-'lot-o ~.f:~o~g~E~ ~~~O'I ~-OO"'- ~ .o~c:~"O~z tf~ ~ e-.D ~ C1> c ~ " ~Z1g8~cc:~~(1) ~ ~.5: E ~ c; 2'~ w ~.~ ~~~~; ~;;~ ~~ ~ E ~ ~'i ~ ~ Z ~': c <<i <5 UJ >. == ct :""!-IOQ)::J.:=.O....Ut- ~~~~~~!J:o ~\.:: ~ ~''O < 'F! <Ii "'0 a. =~o:3c:~8~..L ~; ~ ~ '0 ~ ~ ~ ~ ~ r:~-~ I %: t ~ c ~ .s w ::~': ..c ro g Q.I ~ .9 U) ~ ~: i ~ ck ~ ~ V} '0 0 l~ ~ -: a:: !!! "2 . a: .~Ch~~O~C"8o :1:'" =' C ..... >- Q) 0 0 u.. ~oo~:=cau'Cw yt:; E::E E~~9 ~.. ::: 0 0 .., u ;;; ~ en "::~~;8.;&E~ ~ccc""C: -Eer ~ .~? ~ ~.~ ~ 0111 ~ ~ 1m ~~i~7 ~~~ 1."' THE FOLLOWING '.IE8(S) \lAVE [lEEN REl10VED 6. 2. ONE ROlJ OF LATERAL BRACING REQUIRED AT Tf1E HID roINTS OF THE \.IEBS/CHORDS AS INDICATED ON TIlE DRMnNG. 3. ADDITIONAL CONCENTRATED lOADS: J S~ 364.0 LB. 4. THE CONNECT IONS AND/OR MEANS OF SUPPORT (DES I GtiED BY OTHERS) FOR THE ADD I Tl GNAL LOADS SHO\.lN ABOVE ARE TIlE RESPONSIBILITY OF CONTRACTOR AND/OR BLDG. DEsrGNER AN6 MUST BE MADE WITlIOUT DAMAGE OR ALTERATION TO TRUSS. 5. AS REQUESTED, PLATES HAVE' HOT HEEti DEs IGNED TO PROVIDE raR PLACEMENT TOLERANCES OR ROUGH HANDLING AND ERECTION CONDITIONS. IT 15 THE RESPOtiSlfllLlTY OF THE FABRICATOR TO INCREASE PLATE SIZES TO ACCOUNT FOR THESE FACTORS. 6. TIllS TRUSS IS DESIGHED TO SUPPORT LOADS AS DETERMINED BY OTHERS AND SHOULD BE VERIFIED FOR THEIR ADEQUACY BY THE BUILDItlG DESIGNER, PROJECT ARCHITECT, PROJECT ENGINEER, OR BUILDING OFFICIAL. MAR 061990, fr~p~ 901764 31 2/90 5 TILTON T~US~ P.o. Box 261 WoodinviUa, WA Oe07: (206' 483,'0 ::~$ , . 16 + 800 5 aF 3' 8 ~ . 1 G + o I <J'l o I In /2 5.DO ,- Sx 6 I~ - 8x 8 ~ 5 7!PHI--=- L , , Il' 6 1)1 t 327 t I ,- ,''1. 5 t t-I t ~~ 5- t 2 ~ + 327 I 1 " ULJ 7 -00 05 - 26-00-00 t TeLL" 25.0 PSF SPACING = 2-00-00 REACT lOllS MI/\ L/DEF= 26'/0.4)". 7~5. CAMS- 0 1/4" TCDL= 7.0 PSF INCR:P=1.15 L-1.15 (LaS) BRG ( III) 20 GA. PTX PLATES ]49 PSI GRS (MAX) OCLL= 0.0 PSF BUTT CUT= 0 1/4" J 1= -9191 3.5 IG GA. PIli PLATES 136 PSI GRS (MAX) BCOL= 10.0 PSF J 5= -9191 3.5 .. SEE NOTES ON GIRDER. MULTI-PLY" TILTON TRUSS MANUFACnJRllIG 3877 PI ySup Evanger E CONFORMS TO U8C NO REPETITIVE IHCR ----- TOP CHORD - CSR= 0.970----- 2X 4 SL 5T HEM FIR C 1~-17~39 C 2--11948 BOTTOH CHORD - CSR= 0.947--- 2X 6 2400F-2.oE M OF C 7= 16098 C 8= 16098 ------- ~EBS - CSR= 0.994------- 2X 4 STD HEM FIR 'ExCEPT* W 3 IS 2X 4 COMS HEM FIR W 1= ~3B7 W 2= -5644 ~ 3= 8999 l.' 3 PLI ES MUST BE SECUREL Y f-ASTENED TOGETH ER TO ACT AS A lJ/IIT. A TTilCH EACH TOP CHORD PlY ROW'S OF lad NAILS 12" O.C. STAGGERED, EACH BOTTOM CIIORO WInI 2 ROI.'S OF lad HAILS 5" WITH IOd HAILS AT 12" D.C. 2.' TIllS GIRDER TRUSS HAS A I30T CliO MAX TIE-Ill SPAN OF 31.67 FT AT 42 PSF. SEE SHEET SA OF S FOR ADD nIO/lAL HaTES ~ MAR 001990' v 0 8 . 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"C s:J "0 - 0 0 0... ..... ~.~ ~E~ ~z ~:<( '8~' "C c:: - ca " ~ ii~ ..- >.'- 0 c: ~a: ~ ;"0"2 0 lU).o~o ~~:E.So.EgP!~~ ~~~., o;::.&lOZ ~ 0 Cici) ~- h"j ~a..o ~.. -g ",z ~' C-EC_Cl-(? :108~E::lc-;jU; V ~.s: E '- m .9 ~ w ~) 0 CD LJ ~ - 0. > 0 ~n.oClJ_~!rol- ~~~ ~ .9 ~ ",.~ '" ~ Z ~'c'a36l1>. c( +~o~::>o;::o"" .... ~UIO~U~~~cr ~.="5.-=::o'O~Q.~ ~~ 4= ~ -g ~ 0 "0 ~ :i ......, 0 0'- 0 0 . -- ~ l;"Eou ~ ~~a: ~S':t~"t: ~E 5~~ ;~ .c. t'G g (D If) _ U) t- ~c '" c:: nl;;; ".liO t'<J ~ -. "- "o~a: ~:~~o~.goO ~.. "",-",0;00"- I" o.!i '" - 0 w .' .Ea.~~E>-~D rl] ~ o';;"O~-gu; ~"C1U-CC='.w t'J: > CJt.!? gco rrE<n I ::'.0: c:: :: 15. c' E:5 '0>; ~ ~ -'.,;.2 (5 ~ .~~~~~~~a: ~ CTTl1933-69 .:..:.. ------------------------------ TILTON TRUSS P.o. Box 267 Woodlnville. WA 98072 (206) 483-8535 I I : JOB 901764 I I : TypE 800 3/ 2/90 I , : 5A OF 5 . I I ------------------------------ 3. ONE RO\l OF LATERAL BRACING REQUIRED AT THE MID POINTS OF THE WEBS/CHORDS AS INDICATED OK THE DRA\.lIHG. 4. ADDITIONAL UNIFORM lOADS: C 1= . -16.0 PSF, C 2= -16.0 PSF, C 3= -16.0 PSF, C 4= -16.0 PSF, C 5= 327.5 PSF, C 5= 327.5 PSF, C 7= 327.5 PSF, C 8= 327.5 PSF. S. THE CONNECTIONS AND/OR MEANS OF SUPPORT (DESIGNED BY OTHERS) FOR THE ADDITIONAL LOADS SHOWN ABOVE ARE THE RESPONSIBILITY OF CONTRACTOR AND/OR BLDG. DESIGNER AND MUST BE MADE wITHOUT DAMAGE OR ALTERATION TO TRUSS. 6. ALL PLATES ARE PTX PLATES UNLESS OTHERWISE INDICATED. 7. AS REQUESTED, PLATES HAVE HOT BEEN DESIGNED TO PROVIDE FOR PLACEMENT TOLERANCES OR ROUGH HANDLING AlIO ERECTION CONDITIONS. IT IS THE RESPONSIBILITY OF THE FABRICATOR TO INCREASE PLATE SIZES TO ACCOUNT fOR TIIESE FACTORS. 3. fillS TRUSS IS DESIGNED TO SUPPORT LOADS AS DETERMINED BY OTHERS ANO SHOUl.D BE VERIFIED FOR THEIR ADEQUACY BY TltE ~UILOIHG DESIGNER, PROJECT ARCHITECT, PROJECT EtlGIHEER, OR BULLDIXG OFFICIAL. if D.~ ~ ~ ::Ic:OC~ 'O.__Q'tJ ~~g:~;uJ .5aJ;'O'P.~ c.:cO-! ' ..o.~o CIa .~U:2f2;: ~:~~~"":;J ."c c,!_ E :....o~ o~'OS~ . ii.- >-- :. ~ c :;,'Q.= 00_ 0 u 3 ~ ~. 0 .~ -,&l.-..ca'O o _'=~I:~ go:~ii;;jjt ;g~g~&5t ~.=eQO .."C ;..~:LL_O 1!.go~..Jo Q.o-CJC!'c ..!~6g:i'o ~.u~~ 5 . &l ~ 1,1":' C5. _=.0:;0::0 :~cu8~:d ~~~2"'o.n ~~g;;~~~ ii : E'ii ~ 'i .2 l:)'C~~~~~ &lD- >"ciOc CCClOc_- ~-o g Q.> ., "'5 ~ z :3=f:6n~.Q ~oo-Ootll- tnOOOzu.-a< .. _..( (.11- .., ~ 2~:.-~o~2rr : u c. ~ ~ U t- 0 2~Ooo~EI.I. ~ ~ ~' ._ = 0 0 ~ >.gt~~g-;z cof~";~.o~ o u .... r 4J c to tf) tn~f-~~2~w ; ~ ~ (J ~~ ~ ~ ~) c:~l~l~~~ g t.I j 2 ~ ~ ~ t- uCo-c~.a: ::E.~g~~.t:o 4( u<.. Cl~Q. 'ce oo.....~ ou-.....u -- ~fo~~~-ga :t ~ ~\ ~ ~ ~ ~ ~' ~ ~ ~-: : ~ ;.; 0 : J ~ - J' t.I ": ..... :' '!' ~ .0 u ~ ~ ~ ~ ~ ~ (~ ~} ~ () ~ ~ .. l' ld ...oQ"'~~...~(j 'l ~ G .., \J ; ~ llJ ~~~g~~Eif: ~~l ::~~E~ _ole.aO> ,~ ~ ~ fI.~ r,J,h' j, ,. .' t" . J-ij-G'--t) ~ t; 13'3--1 nPE 1120 111 7IB~ 1 Ill' 5 II ~ --.-----. .....-..- ..--....-.... .-_.. 'I TILTON TRUSS MANUFACTURERS, INC. P. O. Box ,]()7 4l-\]-S5S5 Wuodillville, Washingtun 98072 \'::3 .~ :i . . ' , , I 'J II . tJ II I'~- ;, _i 'I il , " i l_j:~ , . . '/. iT. ,;,';:'. ir.M" ~'r.~~ , ol.!tt."..' y.;rui" l':l':~:' \- '1 "~\ 4- 3' tL-== Oil> J I II -== IllJ II.: _1___ ___ :!I[ III : '; 1)11-111 j Iltl/lJ2 --.----. ---.- -- -- - ----------- -.----.-------- - -- - ------- II) IllJ lJlJ 1 ~ l.......t-- ------ - -- -------- --- -- .-----------.---------- -----.-----.--------- --- 'il'I\Clf1(i " 2.00-00 I flU! : I' - 1 . 1 ~ I. I . I'i 1FT fllJTT- lJ 1/4" R[Acr[[lfIS ',1111 (LUS) llllG( III) .] I: -548 3.5 J 4 ~ -'120 3. 5 I[) IllJ.1l0 I/nrr" O'/O.()O"~ <Jl.J'J, CAlIO: 0" 20 CA. I'IX I'IAI[S 14') I'SI (illS (flAX) ", II' II'" II" I: _,.., ') n. VI/It 1"" "---'l\\ ...... '.IS' " y- .rI/IASJi;,j: ;:' 0 ....0 '(3' ~~~" - .<." ~ /.. ::" ~\ 0: - ... ~I~ -. V);/!(:r I':(~ /J.__ J._ ',f Cn\'.' ._: '~ .,.()/.......~..f'...\>.. "" (':;SIO"'\ t.\"',\ ~/JI tl' ll\\ II'kl'I".1 IClI- :!S.I) I'SF ICflL- 7.0 I'S~ BCl.L~ 0.0 PSF 8(01- 10.0 PSF rlllll/l muss I1A1IUIAClIJIIIIHj ') t dllil.u'd IhJfw'l B'J III UHlfOWIS In !J1Jt: IIU'Ll I T I V[ IIIUI ~'X ,1 t: 3 r: I; 1I1I'1I1lllW (')11- IJ..llB- IfJ5IlF-l.51 11 III '[ XUPI' 1 S 2 X 4 S TO II f II 1- I R -464 C 2~ I) ( )-' -146 - \llJllllll C111J1W . (';11- D.II'JU .... t.X 4 1650F-[' S[ II III' (' '1 = ill/I \IL B') ell!. II.;' 11\ . :!X Ij SIIJ 111M Fill .1173 \1 1: I,' IIHlIW (' j 111\', \llllllll:,I!;I'111 111111\ :!'] !,,)f 1I11W IU,~Il. .' l'I({IVII)l 1lllllAllltAI t(Jlllllllllill ( WI IJllIlli') ) III II!USS 10 IlLAllIJlli l'IJIII CA!'A/lIl OJ IIIJlI"IAlWIIHi II,:' III', HllId/llIlIAI II1Iill III II. I. A'l III ()1J[',11 Il. I'I/III~) IIAVI 1/111 lilI1111lSIlilllll III "llllVIIl[ roll f'1AUt1111[ IOII'IIA/lCl.:) llI! WJlHiJllIAlIIlI IIHi Mill llll( Illl/l (lllHllllllll':,. II I" 1111 III:.,I'IJIl';IBILlIY III lll( fABIU('AIllll III 1I11'II11\'.il 1'II\Il ':lIIl.S 10 /IL'COIJIH IllH Illl :,l I At. 1011:". .1. 1111) 111I1')S IS Ill',II,/1I1! 10 ',UI'I't)l11 IOAIlS AS 11[lllHlllILll [jy (JllIll~S J\l1lJ :../HJUIIJ U[ VlIUIILlJ lOll III[lll AllII)IJACY IIY lIll IllJlIlllllli 11I'j!lilllll, I'IHJ.JfCl J\lIU/JIHr, "IHl.JI:C1 UHillllrll, Oil IJlJllIJltlli orIIClAL. ~ () \ I .' .:: fJ8, . rj ct~ --.... ~ti O! ct~ Q~ );~ :tQ ~ t 5 i! ...0 ..- 0" -i 6. .:5 o ..J ... .. 'i .~ ~ ~ ~~sc.! ~Uii~D-g :0 ~ :J CI .!: . L&.I =. CD .; 'C E . ~ C":CD-! ._0=0. ot _co~f~- . ~O'5 "'...~ .1>!:"l!1 E~;;"- ~ cOnS" ;;.E>..~5~c :Ii 'tJ ::: 0 01_ 0 ~3~E~::6 oJ:l~:::.c~ C(jIll:.e;ti2 ~ c ~ ~ o~ ~ ~ g ~ g 0 ~.~ = ~.E : lL. . 0 uO'::.2a....~o !uQ~5cE ~~o=:';:ig c .- 0 0 . t.I ~ 101';: ~. _~L)~o::O :ocu!C~ 5c~2"c3.o !o&w;c:...... .:E~':i2 1:) '0 !, ~ 0 ::l "; I>D_~UOC ~~g~~3~:i :3..:!:U)~.Q tl"tl-OoQ~ : ~ ~ ~: ~ :: ~ 2~>.fOg'2l[" :;~c~~ut-O E~oo9~EU. t-~~_'::'.oo~ >-g~~~g:z coE;~".D~ .0 ~ .. f !! C ~ (/) ~ - f ~ !:I 2 c ~ J Q..i LJ 0. u"> j CJ 6i t. &l CI t ~~~~j.~~L c CO"'_~...c o~~~oc:.:t- O..tlDC~cl:a: ~~~~P"i~~ . tI3 coo I.. ~ o u - "- u .- ~Eu~~~~U I f l olt... ~ .:! UJ (l ... - 0 CI) r ~. ~ (J Q) ~ ;:; _. i ~ r: 't IQ 0 () .. ',: ~:. .. ~ j-" ... () oK)~. ( J :J .., C .:- ( u C ~ .... ... 0 (, g ;; ~. ;; 0 ~ ul ~ E ~ i] E :!:'o C? .=.oo~u'i:cc.n ~ ~ ~, g ~ ~ E ~ t... C ... rI '- _ E cr ~-oj:~,!,~o~ ~ ~ ~ rl~ \JJ~I~' j, L. tIl *_ III Ii ,l 6. .. , --.. .-.--- ----.-.----1 JULJ UlJUIJJ ffl'E 1120 11/ 7/U9 - . I Ill' 511 111. _1.---- -----*-- --.- .- ..... TILTON TRU~S MANUFACTURERS, INC. P. O. Bux '2(17 4X3-XSXS WoodillVilk, Washington 98072 I' 3 1 .'3 --- ! ~ :if . :ij il: i~ ~a 12 l( . lllJ r' _.- '.W 'i 'I ,II J ,,' I" 'I I J I~ I I. ;'1 ~j 4- t! ~;' ~, ~1 J.ll ~ IJLl ~,:: 1____0____ t __J '.;- ~1!:J.I!-.---Ii~OO-llll l( -ll / .lJ;! I ~ ------.------------------------ --- I ell - L 5.0 rs r rCOL- 7.0 PSF BCLL= 0.0 PSF Ocrll= 10,0 PSF TILTOII TRUSS r1AlIlJI'ACllJlIllllj S t dlldJnl Ilollo'l W) [IEACT 10115 n I II (LIlS) OfHi(lll) J 1= -548 3.5 J 4= -1120 1.5 I(~~ I [J 'Ij[J - [)[J I./OFF- 0'/0.00"- ~~9, lAnu- 0" 2U GA. PIX I'IArCS 14') I'SI GIIS (IIAX) """,.""", ", n W '. ......' \\) p. It. ". ,'" \--:. ........ ~/ ... ,~..' '1,AS ". U' j 0 .{0~{- 1~/1~~.. - _^-, I.,..... : :" 11 '?- 0'. V2?'4( J?h"fa . .. ft(;~IC"\ \.~. E ", '1()f.......~.....~..(','"': "" 'C:~'S/()". \ (\:~' . JJJI1 ,tf ,\\~ . . t . , ~ , . I ' ' ;i 'l!'ACIlHi = 2-ll0-01l lIlCH:I'-I.151-I.15 l FT BUTT= () 1/4" umrUIHIS TO IJLJC IILI'UITIV[ filCH LX <l C 3 C 1- [01' lllOllll (SII- O.JJH" 1 {j 5 0 F - I. 5 E /1 II F ' LX lEI' I ' IS 2X 4 S10 IIEI1 FIll' - ~ fi4 C 2 - IJ r 3 - . ! "1 () -- IlI)1 JOI1 CIIUHO - CSH= O.IISO--- 'LX Lj 16S0F-I.SE 11111' C 4 ~ 4111 u_____ II[OS . CiH- U.241.------ a 4 Sill Illfl FlH \1 1=-1113 I. . (IHlIHl C lllA'i Ilrrlllll~,lCllrl) lOll ^ 24 PSI' \11110 IOAIl. 1'lllJVlIl!' rll:rllAIlII.AI ((lIl11r! II(ill ( Ill' 1)IIIlIIS ) 01 IIWSS I{) LJlAIIIIH~ l'IAll CAPflllll OlllllllSlrdllJltH; l(J{ ILJ'" III JI{ l!{)1l1f11 JOIlt'! 1\ I .1 I. A') IIlf)lJ['JIlll, !'IAII S IIAVI I/lJI Ill. III llL':.II;llrll 10 1'!i{)VIIJE lOll I'IACIIIIIII rOILHAI/U') (III WJ!H;II IIAIIllI JllG !\III I IlllerlOI/ UJI/(JI11[)1l'J. II I') 1111 I:lJI'OIISlllllIIY 01 1 lIE IAlJIUCAI(]H 10 Illu/rASE I'!JIIL SIlL) 10 ACUJUIII rOH 11I1:iE IAlIOW;. IIIIS IIHISS l'l IJI'.II,llllJ 10 "IJI'I'{)1I1 IOAIlS AS IJLILHlIIIlr!1 llY OJlIlI<S Mill SII1JlJIII lJl VLHIFIUJ IOH IlllII{ Allll)IJACY IIY 1111 1!Illlllllllj 111:;".1111{, l'IH),jrL! JIIlCIIIILCI, 1'IHl.Jrcr LlHjlIIlIH, OH IlllltlJIIHi OITICIAI. l. I. . ti ct~ ""- ... ,ti oS a:~ e; :tCl ~ t !l l~ ~O ..- - i .. 5 o J .; J(j B TlPE 887922 700 12/21/88 25 Of 34 2 I 3 \, c \2 5.00 r- 4 Cl I U1 Cl I If) I t~lli :r II" 5 -== !ill _~l 21\ nc G - 09- \11 8-10-10 .q SPA( JrlG = 2-00-00 REACTTO/lS HIN I/lCn:p=!.15 L=\.15 (L8S) BnG(I/l) BUTT CUT= 0 1/4" J 1= -1220 3.5 J 5= -1220 3.5 25.0 PSF 7.0 PSF 0.0 PSF 10.0 PSF 1f1\JSS ~'AllurACT\lf11tlG TCLL= 1CDL= BCLL= [lCDL= T IL TOil S mc K ----- TOP CIIORD - CSR= 0.699----- 2X 4 1650F-1. 5E ~1 IIF C \= -2040 C 3= -1789 C 2= -1789 ( 4= -2040 II' 'I III !'i l . i ; . j,! . .. I." . ,i'I ;..... 1\!:".!'JI.,!",.,::'nJi:/,'I,l' ') ) . ~ "'.. J, L. <.. L;;:& .![,7 .1l-\.1.::'iS'i ~V(Jl>.Jillvilll~. \V1I~l1il\l~lnn . 98072 2"3 f/ 3' II -== 3. Ll -== 1\.5 -== lm 3. II -== G-02-02 I I 8-02-13 6-02-02 I 6-09-1'1 8-10-10 I 211 ~ 26-00-00 L/DEF= 26'/0.19"= 999, (AHB= 0 1/8" 20 GA. PTX PLATES 149 PSI GRS (HAX) ~ 5.5 -== OPT. JO lilT SP LI CE. J Ii> 4 , CON FORr1S TO UBe REPETITIVE [/lCR BOTTOH CIIORD - CSR= 0.623--- ------- WEBS - CSR= 0.372------- 2X 4 1650F-\.5E H IIF 2X 4 STD IIEI1 Fin C 5= 1883 C 6= 1279 C 7= 18B3 W 1= -394 W 3= 616 W 2= 616 U 4= -394 I. AS flECltJESTEfl. PlATES HAVE IlOT BEEN flESIGIl[D TO Pf<OVIDE FOR PLACEllErn TOLERANCES OR I~OU[j1l IIAflDLltlG AlIll 1I1EUIOII COtlfJ[110IlS. /1 IS filE flLSPOfISIlJILITY or TilE FAOIIICAlOR TO I/lCREASE PLATE SIZES TO ACcourH roR lllESE FACTOHS. 2. IIIIS TfWSS IS DESIGtlEO TO SUPPORT LOADS AS DETElUWIED BY OTIIERS AND SIIOUl.D OE VERIFIED FOR TIIEIR ADEQUACY BY TIlE BUILDING DESIGNER, PROJECT AflClllTECT. PROJECT EI1G1NEER, OR OULlDIIIG OFfICIAL. I~- \\\11111111',,,, ,,\\ W C 1/// ,-" ~ f1 III ......' ~ y; .' . . ' . . '. r~1 &. /// ~.::- Q.' . \ '<N I\Sf(/;', '(,~., /-:.-, ,/,; . 0 'V..., \A-,'" 2(::'.'<<, Q v,).'.')' ~ :: r" ,''- . o. ~ - "'.I . po ~,.- ~ If, ~~~~ :: :v~ ~~E . L1J= ::: .-0 . ~ ,.' " J ,. :; _~. . :::<J- - . . ~- ~ 0" ,.0. ~ ~ ~ '.~r- n..... rA' ;;: -;. ^" . ,t::(),S'" ~ ,>. ,'-..1 ' , 'L" \.~............. /.1"1: (.....s .......... ~" ,....' III/II'S/O N{i..\... \\"" //11/11111\1\\\\\ INC. , rj ~~ ....... ,~ ~ 0... :~ ct~ ~j ~~ ~~ :t~ ~ .. .. qu\ 1 ,- .f ~ r h. ~~ '" OT _ ~.., !:: 8 c b ~~~~e~~ "O~",_.o~~ ~ '" of2.l;;; gIfrf~2 (]>~-=.O~~ 'ct):JO<~ ~-oc.o~t:! 8=.=t..c.... SEiH-~~~ v'bgo8~C> OC "c5-",:: c Q ., '= 0>7 " g8~f>Qo"" ~ -E !,I ~ tf) ~ ~ ~,~ ~'g ~ y~gt:Q~ hoc-"'bt \.\,Pf',-ot ~ ~'R ., 8 ~ ^ 2~d~:~u ~ "",/';c.E bt'I---)80 ll-g ~ ~~ tc'i ~~~o"J-o oJ) u. "()Bi'~ :0 ~ r "I . "" - . '> ~ v ,0 -p" 1) ~ F, v.c; 0 2 o !_ Z " '- ~, ~, ,. .. . r ~ " ,\ r " ('. . .> 0 f () I' " t" 8~~~~]tP 8zi~~~1 !~g_~Q8~ ~R~g1~~ <l _. C ~ D ?: i~~!~fg2 to~-vt~~ ~~ ~~~t{~ - .., c. ll~ ~~.t- 6 e~Lbt>.~?l - QO.lOO~~ vF l-Qto ~~2l>~8j~ Ifbi~t~~1 ~ JOB 89L15.46 TrPE 1065 6/27/89 III OF 211 TILTON TRUSS M^NUFACTf.lRERS, ING P. O. Hirl: 267 483-8585 I lVoo<1illvillc, .Wfi5hin{,(too 98072 J - P L \{ . 8-00-07 ~ 1+ 48 t III 10 ~ ... I' 3 III In 12 5.00 I 113 ~ I (1) I n I (0' {~li~ 3 wEDb€ r- 3,11 ~ 3' B ~ ll' 12 -':: [ill ~2ll fJC t t 15 t I 7-01-02 t 15 V 2-09-13 2- J 0- III ~ ~ I I 3-03-03 3-11-00 ~ ~ Ii II" :!~. 0 rSF SPAC IrlG = 2-00-00 11111" I.OPSF \lICR:P=l.lS'l=I.I'j 1l1.11" n.o rSF lJlJrT CUT= 0 1/.1" Ilill'-" 10.0 rSF r~ IILUIl IfHJSS HAIlUFACTURlfl'l' .r.J " I ,'I\,t"rd \I i p5fl9 20 .. REACTIDtlS Iml (LflS) BRG( IH) J 1= -2131 3.6 J 7= -2131 3.6 L/DEF= 20' 10.30"= 789. CA/1B= 0 118" 20 GA. PTX PLArES 149 PSI GRS (MAX) IG (,A. PTII PL!\fES 13G PSI GRS (I-lAX) 20-00-00 "\,'1111111",,, ,,\\~\ VV. C""""/, ....,''-<v'...... ....... "il) '~ !' Q'<' _. ~ '\J-J {\ S fi/~' . _~ ('.:~ 2v..; 0 G)....r ~ ffRf-.. :'":;<V~Qt'-() Oi' % :: .~ (:'~"'f1~ 0:___ :: - .";~'~ tt: =: ~ --0;.. ~. ,~, Q. ~l ~ ~ .... /;t c;;..<:V.' C5 ~ ~,.~" . .~~GtS\ ~.,.~~ ~ /"""I-;-...f)'sio" N. ~\.- \\\\\,.... . III t"' \\\ 111/'1/1111\11\\\ COHFORHS TO UflC "0 REPETITIVE IHCR - . - - - TOP [110110 - (SR- n. iW)-------- [JOTTDtl CIIORO - CSR= 0.698--- 2X 4 lfi50F-1.5E ~1 IIF 2X 4 2400F-2.0E M IIF r 1- -~~12 C 2a -~IJ~ C 3= -4081 C 9a 3817 CIO= 4073 ------- WEBS - CSR= 0.236------- 2X 4 SrD IIEH FIR ~ 1= -284 ~ 3= 391 ~ 2= 375 ~ 4= -440 ;rr SII[[T j<1^ or ~.1 FOR ADDI Tj()lll~L IIOTES ^ I I () .. A 1t"\M C TT I YOB.36 . rj rt~ r:: ........ ~~ ~~ O~ ~I a:~ u e! ~~ :r: ~ :;; loll ~5, ~f5 . '" '" ~a: -~ ~ ~ 8 ~ 0 ~~~~"~~ ~ ~~it~~ g~ ~rl~~~ ~ g'~5 M ~ .- .D ~ 8;\?.f,,&<~.., :''':Ot~'''''~ a~ go~]o- li8~.f~':: 85eii-b~ ~t~!ffi ~~E~~-'~ lor'" ~~! d!Jn~ l~ ~ !~kg r.Q~f--~~ ~s l>~'5 ~l! ~ g i ~ ~ ~ ~ 0 f~ f~~~~:gc'{ ~~f.S1'2'P~ o~t:~o- ~ - ~9 8 E 8.QgQf:Y"'- Un Db e'.!' ~_~,,$"'D~ 6o'P~";>-90 iEi~iJg>= Ihhtjl H~l~f1'6 ~g,9b-",~~~ ~~~f~sj~ ~f ~ e g .f ~~- ~69", S~ crrJ/W- I /. ------------------------------ I , : JOB 89~546 I I : lyrE 1065 6/27/89 I , ..: 14A OF 24 .' I TILTON TRU::;S 1\'1 t. NUFI\CTUI{J~I{S INC P. O. Box 4';,7 483-8585 ' . VI oodin villc.\\' Ilshington 9R072 ------------------------------ 1.' I'IIIH.IIIS REQ'D @ 2I}.O" O.c. ON ( 3,( 4. .UIlLESS CHORDS ARE SHEATHED. PURLINS TO BE 2X OIHENTATIOH ?' l/lllE TIlE ~EDGE OET/.IL AT TIlE HEEL(S). .\. 1l1/IEllS 1011 TO EllO or EXTENDED TOP CHORD I S BASED ON A 1 PLY, 2X 4 CORNER RAFTER (DES I GNED BY OTHERS). '1. AllllITIOtIAL UNlroRM LOADS: (3= 48.0PSF. (4= 48.0 PSF, (7= 15.0 PSF, (8" 15.0 PSF, ': 9= 15.0 PSF, (10" 15.0 PSF. '" A,)OlTIOtIAL COtlCENTlIATED LOADS: J 3= 599.0 LB, J 5= 599.0 LB. !" I IE COW/ECTIO/IS ArHl/OR MEANS OF SUPPORT (DESIGNED BY OTHERS) FOR TIlE ADDITIONAL LOADS SHOWN ABOVE ARE TIlE IlESPOIIS1BILlTY OF COrITRACTOf! AIm/OR BLDG. DESIGNER AND ~lUST BE ~lADE HITHOUT DMIAGE OR ALTERATION TO TRUSS. I. ALL PLATES ARE PTX PLATES UIILESS OTHERWISE lHDICATED. II. AS REQUESTED, PLATES IlAVE IIOT BEEN DESIGNED TO PROVIDE FOR PLACEMENT TOLERAtlCES OR ROUGH IIAtlDLING AND [flECTIOIl COIlDITIOIlS. IT IS TilE RESPOIlSIBILITY OF TIlE FABRICATOR TO ItlCREASE PLATE SIZES TO ACCOUNT FOR IiIESE FACTORS. <J. TillS TRUSS IS DESIGNED TO SUPPORT LOADS AS DETERHltlED BY OTHERS AND SHOULD BE VERIFIED FOR THEIR ADEQUACY BY TIlE BUILDING DESIGNER, PROJECT ARCHITECT, PROJECT ENGINEER, OR BUILDING OFFICIAL. AU6 1,11939 ~ . (j ~~ ~ Jg ~ti il . ~ ~~ Oit :;; ~ a:~ :i:a ~~ ~~ J :t~ ..: .. ~ .. t&. t5 .' '" ~ ~~888~O ~~~~~)~ ~~h~~~~ . v ~ '" . - t~~f!~~ .. !f;B ~ ~~ S.Dli~~~!;l v~go ~o- op'~~;:: 85~1iQ~~ f~ pat f;i ~~~~~s~ t~t~-"~ ~T,l. ~t i8~j !'~~Ql]g ph~ko . E~t~~~ , 0- ~~f~~ ~ ~ ~~c~ov~ . ~ ~~ ~~t~d' r1 ~~ l E fO~ '- ~ 8 v~~~tf~ ~_~c$ ~ ii~~l r~~ o ~ ~ ~.~ l'. t~ 'j~ ~Ji~~t~~ ~ .QO.<l~ 11 ~?,9to~ ~v-b~8 ~ I!!jU$j VllO.3G ..-.-.--------J J 0 13 ~3 tJ ~.~ 0 t) Ll TYPE GOll 5/ Bing II OF I" ----- ----- -~. Qf'll(!!!t!'::! e.~"!.L.::"/'0~{i :l[:!!!L..I ~ 11.11 I,' ~".., '. ,2 S" '8 1.3 .;,;::. Qf.21{}I!.!~~__F!!~._~ (',,"It; t,- . ;!fJ!~!r:.._] 'I ~/~S/~ ... I'~ I) . Id~~ ~). no 12 ,- 4 c':) 1 IV o I :.r Llli~ .- r- 3'B~~ 5' 8 -:: II-DB -02 I 5-03-111 10-00-00 Q t.! !.2~!!.Li!.9!::!..T ,,; ~!~ f 2~:'-!.!~ 3.11 ~ 3. 5 -== [ill 3.5-== [ill I ~. 211 ~L.211 Ee 1= 5-03-JlI I 10-00-00 11-08-02 TCLL- 25.0 PSF SPACING - 2-00-00 REACTIONS MIN TCoL- 7.0 PSF INCR:P=I.15 L~I.15 (LBS) BRG(!N) BCLL= 0.0 PSF BUTT CUT= 0 1/4" J 1= -968 3.5 IlCDL= 10.0 PSF J 5= -968 3.5 TILTOIl TRUSS fiAtWFACTURIIH; /:::J St allddl'd COIllIllOIl T-20-5 1,.V 20-00-00 L/oEF= 20'/0.11"= 999, (AHB= 0 1/8" 20 GA. PTX PLATES 149 PSI GRS (MAX) CONFORMS TO uoe REPETITIVE INCR .---- TOP CIIOfW - CSR= 0.440----- 2X 4 ] 650F-1. 5E Ii IIF ( 1= -1480 C 2= -1092 BOTTOM CIIORo - CSR= 0.645--- 2X 4 1650F-1.5E M HF (6= 1367 ------- ~EBS - CSR= 0.326------- 2X 4 STD HEM FIR ~ 1= -397 W 2= 540 1. AS REQUESTED, I'LATES IIAVE tlOT IlEEN DESIGNED TO PROVIDE FOR PLACEr'IENT TOLERANCES ml ROUGII IIAIlDLING Arm Flncrloll UJrHllll0tlS. II IS filE HESPONSIOfLITY OF THE FA(JIUCATOR TO ItlCnEASE PLATE SIZES TO ACCOUNT FOR flllSE fACTOHS. 2. IIIIS THUSS [S IllSI(;/JED 10 SUPPORT LOADS AS DETErH11IlEo BY OTIIERS AIm SIIOULD DE VERIFIED Fon THEIl! ADEQUACY llY TilE OUILOItlG oESIGtlER, PROJECT ARCIlITECT, PIlOJECT EtlGlHEER, on BUILDING OFFICIAL. , ~ I : ~ ',', i ..1 :.' 1 J' ~ "! ". 1 ~ l I J' . I I : L l;..' ;, lr'! ( :. : -. ~ ' .j,; ~ :: 'l ; ; "'I I \. . i ( J. I I... t I '. . ;./ ~. I, ': , J. I \ 1 '~'. :'/ I MAY 1 D 188D . li ct~ ..... .... -q~ . ~ ~ o ~ :~ ct~ ~j ~ ~ ~~ :t~ WI ~ '" r h. "2 E', '" oT v'~' ~ c ,. C,()~~o ~8~.CE&.! ~.?J'5H~E!? ~'~~~j~ ~v~ g' '" O~g'r-~2 8~cl>t? ~. ~6 E g,i~ Oc ~",2' 5.."...2.... -Diif~-~ 21igo8~o- o~~.~~:; o-eD-b""' a~-~Q ;) !~r~~f~ ~ E t~ - ~ ~o('''~~ ~~'~~~8~A "''0 ~~f ~-tO _ ~ CE- o r- 1l -3 0 9 2 ? ~ ~ f"() ~306 -0 CJ>D ~~ t> q;., ;o.u ~9CoO ~c 111''''' ~~:1)~)~ ? 0-- ~ t)>O u .~ ("l _ 2' " I . 1; ,. ~ p ;- G q. \' " tJ. . f.:- h r n ,. (, ~ f (i ,. i () ~ " o . > ~. C. D ([ s,i;~?'i\>l~ yut.fO~ ~;o~Q(<,h 8(,~9!..f,.t. ~~?b$~i' .,. .;:; " f) "'00-", O' 6"'''B~c--=() ~~o"8!g~ o~Qbp.;.,;$ t, ytj '-'?") $- l"o~~" . J '" L 'j';?: ~~pr;g\!,'S o8~ 0'" - - 90",oPX .",r.~Q<p -8.9~!-8.;..'i ~(]>",~oQVo'~ b.' tf" r; ,~ ~h ,l~ nj %. IJ fj B rIPE 8 9 2 0 6 Ll 70n 51 0/89 G l)F I 7 - 12 5.00 r- 'I- 'I ;' fiL'H;' < T't ,) ',. ;,. .';"{;";" . ,', ',.; 1.1(,'; IN';""'"" ~ I'. '.!. '!'.:. ,,',."1 .IS1.:;'iS<; " . ,I. 'If \\',1<,,1;,; :di... \':;'~LinJ;!ilrl 0;;11'!? hi. 1-3 P 'N; . ti ct~ ....-- ~ ~~ 5 ~. 0-- "" :;~ ct~ 0_ _:a ~~ U" ..5 g :t~ .. '" ~ ~ --: o I o CJ I ,- Llli~ ~~I~'!_t Be i 7-08-02 I I 10-02-13 7-08-02 I 8-03-111 10-10-10 l~ 1>1 ~h. ~6 ,," -p;!: -f:~8~O g i'J 0 C l: . U.h~~8EO ~ l 0- - 0" ~~b-~JQ . o-v!~. "" &~g'~-~2 B fil!~..;~ ~. fo ri ~ ~~ u ~ ~ =-~&o2"" s..s,H t'o-~ V1:igoQ~<> "0 c~lS;:. ~.~e:-:~n O-fD'l)W\ ~ ~ ~ S I r~ i ~ f ~ o. x ~ 9 v bd- rEt..-~ ~O(''''~~ :.' (1 ~ .- 0 ~ ~,g'?-.;>8.1;; ;~O"".c6ll ~ 8 r I ~: to u ... ~..... ~ C E (, t- [> ~3 0 y ~ ? ~e ~5 ~ j 2 0 - c) ~'~~t~6~ ~ >: 0 ~ v.c b "J '" ? !- S go ~ 2 o _ z u .c: " K l" ~ - 'f ~ (J ~ }; 0 ~. - c, r t' .-, 1'-' ~'/.'n"'(J \ ( \j,' ~ .:- t' rr () I 't - 1./ t, .~ " P 2 y :J " (, ~. ~ ()' \" .' ~ I r~v{)~}C)() SOo9l(.1 vQrb ~,~ ~ _ ! "' ~ &0 D li~~~fg2 *'o~~v~~~ ~~~ti'J~.f' ~~d';bp~ .Q~!- O:>.~- FQb~O~X \>Ob?-Q"O ~u:Zf8..>1~ &~~~gc1:i~ ~ J~~ ~8~@11 ~- 8-03-111 10-10-10 N:t-3. II -:: ~ 5"5 --= I 3' II -::: 3' II -:: .Q!:.rH!.~!1L_ 3' 0 -:: :!.~~~~_!((f... L.!.Ll ?~ A/' 5 :T.!!.J 3"11 -= 3' 8 -= [ill TCll= 25.0 PSF TCDl= 7.0 PSF BClL= 0.0 PSF BCOL= 10.0 PSF ~IITOII TRUSS r1AtlUFACTlJRltlG ./71 JliJ!ldiJrd COlllmO!l r-32-1(5/ SPAC[IIG = 2-00-00 REACTIONS MIN IIICR:P=I.15 l=I.15 (lOS) BRG(IN) BUTT CUT= 0 1/4" J 1= -1472 3.5 J 5= -1472 3.5 32-00-00 l/DEF= 32'/0.26"= 999, CAMB= 0 1/8" 20 GA. PTX PLATES 149 PSI GRS (MAX) (011 FORMS TO lJllC REPET I Tl VE [IlCR ._n_ TOP (HOlm - CSR= 0.968------ --- ~x 4 NO I OOUG FIR C 1= -2518 ( 3= -2205 C 2= -2205 C 4= -2518 --------STEP nQVIl lUMBER-------- C 2, 3 2X 4 1650F-1.5E H HF (JOTTor" CIIORD - CSR= 0.864--- 2X 4 1650F-1.5E H IIF C 5= 2325 C 6= 1573 C 7= 2325 W 1= \-i 2= ------- WEBS - CSR= 0.458------- 2X 4 STD IIEM FIR -486 \J 3= 759 759 \J 4= -486 I. A') III ()IIfSlED, PIMlS IIAV[ IIOT BLEil DESIGtlED TO PROVIDE fOR PlAW1Ern TOLERAIICES OR ROUGIIIIAIlOLlIIG AIIO IIHI II(HI W/lDIIIOW,. 11 IS IlIl fH:SI'OIlSIUILlIY OF TilE FAOHICATOIl TO IIICR[ASI: PLATE SIZES TO ACCOUIIT FOH IIII Sf f'AC ll)l~'). .'. 11115 IIHJSS IS IJLSI(itl[J1 10 SUPI'()HT lOADS AS DETEHllItlED llY 0111ERS ArID SHOULD [JE VERIFIED FOil 111un AD!::QUACY llY TilE BUILDltlG OESIGtlEH, PllOJEC! AHClIITECl, PHUJECT EfIGIIIEER. OR ElIJILDltlG OFFICIAL. I L_ u ^'Y 1 fi inrwh 1\[1n ~~ iJJJ~ ~/ . . SR L M ERT 0 N n 'L.I T L D 1: l'\j G P F: F< 1,,1 ,1 ''I'' . . , D E P'A R T MEN T ~ :;;; t 'r' (.~~ f'~ t; C)"j./ tB/.J. ':)':;>0 ()~:)/'()~J,/ '1. ()(?() SO?? {)OO..,O? 1.-'000::' ?O 1.)' CUr<T'10F,;:(.'lr,j'r E: t.) frNCjrH.., DUiJ CL.tl :;;; '701'7 COF<:.MOPAN"C_., , '\_'" .., ,,.,.,,.:.... ,""r3 'C"~'f:~c~i."l -",.: P 1"1 I". 111'" ,.) f~" f .....c.,.""~ .. . . (" ., .... ....,', ,,,:'.,,,:~.P"" . . Application Number Pel m:i. t Nl.lmbf::),' 1~')'rCJjf.:ict Group 90(:IPO li.3?:J 10900 Application Date 1 sGue{late {\ *:i ~:~ (.:~~ ~3 r/t! Y' . f:q (:i c; :~ :It . S:i t u L.ocat:i ()!'1 Cl ~,Jt)('''; y ..... LJ~H t: . Na. m f'; ,., S t :( f:H,,) t C~:t ty ",.. Phone' Tcni:~nt 'ri'Name I:\uent · S Ni:'~mfl (.~Y cr'!:i:. '1.'; ('let · E:; C{} F3u i J.d i 1"19 [: J f'iechan' Lx] Plumbj F'l'(Gt ["'11 lip 9F~31 0 ,~~t_,_ ~:; i .. ", ~'.,,, . . . I , brx~nl [~ .:\ I... T....(~f,t' '1 ., '" . L,CI, i..{ '1:t.i.~ ..~. " . '"",. . >^:'t~\'"' fY,~'ijf.ln e ( :206 ) 'i~"h (:;'r~~(~:?6 ) . 'I"';~~l I'~) ':" "I' T'l C} ,,'" t..';,.:; I" "~l:..i 'T'l("! "."(' CJ'(' {"JI iT'ltl' .. .......u ..l... ... .... ." ',{t)~"';mn] j t 'i r"p ""~t~:'~ "." .. ,oJ, ' BU :l. J d:i np ^~> . " Cnnt Y' act City. . Phorl~ Pep'( ~:;t ate Cit/ i!H~ Z:i () 'iGl1S5 f , ---;~ tJ n [:rrft e on DE!t e, ,~:. , Natu.y'fl of. NE:l'/! sf;Y;, Building Valuation Counci J Di.et.( :1:ct '() ,. Ceni,:,us ''1'''(' <::l.ct Construction "Tyrie :::;q F'.f1ct . Inspect: i CHlf; F<equ :i. Y' f~d F<es.i~ idf~nce Lx] lop i nq Foundat ion [X]. j l" "i ' . 1"'70"1 Bu.s'. nr')SGL j rype F'Y'i:~m 1.1'19 .. ,..I Ot heyr: ::I I n:.:>l.d at ion' LX] " . .J.I.... X .....'1 . I'" 1 t. '" ',.J, '] l~el}J . ''''. um::::\. Y'lQ , I' , .['. ....! t !....'x..1 ~epalr status Mec1&nlcal .. F<f')fflOdf:::I. [J Corle kkiJ 1. boaY'd IX'!" ;~~r:;;~~:~~;:'_~J.:;1;,iI2lt.',~ o~.::,.~ ,~~~r::~r:~l:~:.~::.:..:: rXJ.,'::. 1'" n E ~'1 f" H 'I" C) N, .::" '" p L, U Iv1 P " f,-,j G .I. 13 U I L,D IN G . D E: F' ,r\ i::.(,'r, fJ E: H'T PEF~Ml'r A P P L 'I CAT ION , ' . " . , :::.; :::~: ;::: ::;;: :::: ::::: ::::: ::::: :;::: :::: ::::: ::~:: ::;:' ';-::: ::~: ::::: :;:;: ::::: :::-.: .~::; ;:::: :~;: ;:::: :::: ::;::: :;;:: :~::: :::::' ::::.: :::::.::::; :~~ ::::~ ::::: :;::: :;:;: ::::: ::::: :;::: :::: :::::: :;:::: ::,::: ::::: :::~ ::::: :::::~:.:~,:,~~::'::::~ ::::: ::::: ~;:; ::::: ::::: ;;;,;: :;::: ::::: ::::: :::;:.::::: ::::: :::::: ~::: :::;: ;:::; ;::::-::;: ::::: ('ip,P 1 j c(~t i on Number 90(1PO 1 B?3 contnictoy' ~;:;'r(1f< PLJ.JfiB I NG , ~;t ree't city Phone ' PePI"f.~f)ent at :i,,\)f::~ st at; e L,:i, cenf:.,f~ :~ c: :i. t)/ . 1..., :i. C~ (~~ r1 E~(~ li: K:i. P1" i :::;emi"Pi- i F)tl[:J 1 J.e; t.-ltJ't 'ftlt)f}. "..,'t I'IF'v' (''')IY1'' 'I' (")'('l<" ~,.) ...t "<",1' . " . ,~ ., ~" f ,>,.} ..... ..... ..~. ..... ..... ..... ""'-"'" ..... ..,.. ...-.'t....... ......_....... ..... .".. .......... "- ' 8 n F 1'1 E: n T () N ..~ U. :[ L. D I H G D f'" P (.~ F< 'r M f' N 'r I:j ... r' Cl N D I 'f 1" D N (;~ 0 f'" p [~: F~ M I 'r ... ~. ..' .I. .._I :~:::::=:===:=======:=:=.:=~:=:;:=:=:::::::===::~==:=::::=:==:=:===;::::==.~:=::~=:=~~=::::::~:=:~=:=====::=:=;::::==::~:=:::::::~:=~~: Application Number 90AP01873 Per'm i t t".lumb(~~"( 1 0900 ._W'w...~..___.._."...,_H_......._.._._._.~~._.~_"......_w_._._....._._.,..u....Q..__.___...M._....._.._u______......_._._..._____._._._._......_.____..___._._.~.._._.,_..._......_~._u.~.._~_.._.__._ :i. napect::i. on P:I. a.nn i nq........l)y::i veway not: t: 0 .Clly.tJa May tarJ8Y' .to Wat€r~-Need appli C:i. '1'; yo f conl; 'ro:l I::::nq i r,;(~,c~Y: pey'm :i. t; No 'st oY'm ad.ja.c~":nt Build:i. ,;, , l INSPECTION RECORD CARD CITY OF BREMERTON BUILDING DEPARTMENT 10900 PERMIT NUMBER ADDRESS OWNER CONTRACTOR 7017 CORMORANT EVANGER-OOUGLAS EVANGER-OOUGLAS PHONE PHONE 364-1454 1 FOUNDA liON 1. Pf;RMIT ON -SITE 2. CHECK PLANS TO PERMIT 3. CHECK SETBACKS 4. PROPERTY STAKES 5. FOOTING WIDTH & DEPTH 6. SOIL BEARING O.K. 7. CHECK FOR FILL 8. REQUIRED STEEL IN PLACE 9. CHECK FIREPLACE FOOTING 10. ANCOR BOLTS 11. FOUNDATION VENTS 12. CRAWL ACCESS COMMENTS: / /1: FOUNDATION INS~TION ~~ ~ 2-1...'?~ APPROVED BY:.. 'Jtf.. ';-111- 90 . .. c:;" ~ , 2A FRAMING 20. FIREBLOCKING STAIRS DROP CEILINGS ruBS OR SHOWERS ROOF & CEILING LINES FURRED OUT AREAS FIREPLACE AT CEILINGS HOLES PLUGGED TOP & BOTTOM LID IN VOIDS 21. WINDOWS MEETS ENERGY CODE CLASS SAFETY GLAZING REQUIRED FIRE EXITS WINDOW SILL HEIGHT 22. CEILING HEIGHTS 23. SWAY BRACING 24. TRUSSES PROPERLY INSTALLED STAMPED. PROPERLY BRACED 25. ATTIC ACCESS 26. RAFTER & JOIST SPAN 27. ROOFING. FLASHING, SHEATHING 28. SIDING 1. WIRING APPROVED 2.FOUNDATION VENTS 3. SHIELD UNDER POSTS 4. POSITIVE CONNECTIONS 5. SOIL TO WOOD CLEARANCE 6. BEAM SUPPORT 7. TR. MAT. NEXT TO CONC. a. WASHERS ON ANCHOR BOLTS 9. BEAMS PROPER SIZE 10. FLOOR JOIST SPAN 11. NOTCHING & DRILLING 12. STAIRS WIDTH RISE & RUN WINDERS LANDINGS HEADROOM 13. ATTIC VENTILATION (upper & lower) 14. CHIMNEY STRAPS SECURED 15. FIREPLACE COMBUSTION AIR 16. FANS VENTED TO OUTSIDE 17. WATER CLOSET CLEARANCE 18. SMOKE DETECTOR 19. SHEETROCK BACKING UNDER STAIRS ABOVE GARAGE DOOR HANGERS COMMENTS: FRAMING INSPECTlg~c ~ ?tJ.; '7 cl APPROVED BY: ~~ 2B INSULA liON COMMENTS: 1. PROPER R- VALUE 2. VAPOR BARRIER 3. PROPER FASTENING INSULATION INSPE~c...- APPROVED BY: /'7-- 7-/ /-7~/ MECHANICAL 1. PERMIT ISSUED 2. FURNACE LOCATION 3. FURNACE CLEARANCE 4. '8' VENT SIZING 5. '81 VENT CLEARANCE 6. '8' VENT SUPPORT 7. COM8USTION AIR 8. DUCT SIZING 9. DUCT SUPPORT 8.. JOINTS 10.GAS PIPING TEST 11. GAS PIPE SIZING 12. GAS PIPE SUPPORT COMMENTS: M HV AC APPROVED BY: #I~ c ?- 3, ~ GAS PIPING APPROVED BY: ~/~ 7-,]-9D WDST 1. WOOD STOVE CLE,I\RANCE 2. CHIMNEY CLEARANCE 3. HEARTH EXTENSION 4. CHIMNEY HEIGHT WDST APPROVED BY: PLUMBING 1. PERMIT ISSUED 2. UNDER TEST 3. WATER PIPE SIZING 4". DWV SIZING 5. PROPER SUPPORT COMMENTS: p 6. PROPER FITTINGS 7. REQUIRED CLEANOUTS 8. PROPER GRADE 9. HWT PRES. RELIEF VALVE & LINE 10. SEISMIC STRAP cI j, L ~ +-.. .p-flc:--, 'I e-c::..co:\ 0 -. I v c;. ) I ..s~' r~d.. v.e-v+ -h ,...0 I"l L.. 0- ~ DBL s~ UNDERGROUND APPROVED BY: ROUGH-IN APPROVED BY: *~K 7-3-70 3 WALLBOARD 6. FIRE SEPARATION IN GARAGE 7. ATTIC ACCESS 8. DRAFT STOP IN ATTIC 9. PROPER CONST. OF FIRE WALLS 10. DROP CEILING & LIGHTING 1. LID OVER SIDES 2. NAILING 3. W/R AT TUB OR SHOWER 4.518 UNDER STAIRS 5. FURNACE ENCLOSURE COMMENTS: e;J(/~ " 7/"' lD'" 70 WALLBOARD APPROVED BY: FINAL 1. HANDRAILS 2. GUARDRAILS HEIGHT INTERMEDIATE 3. EXHAUST FANS 4. WATERPROOFING IN SHOWERS 5. DISHY/ASHER AIR GAP 6. FIRE DOORS LABLED AS REQUIRED SELF CLOSING 7. FIRE DAMPERS INSTALLED 8. PENETRATIONS IN FIRE WALLS FINAL PLMB. APPR. (comm.) FINAL MEeH, APPR. (comm.) r '<I FINAL BUILDING APPR. tJ -1- J::1 4 9. HOT WATER TANK PRL 10. OUTSIDE GRADE 11. SOIL TO SIDING CLEARANCE 12. SMOKE DETECTORS 13. FIREPLACE HEARTH 14. SAFETY GLAZING 15. INSULATION WINDOWS MEET ENERGY CODE UNDERFLOOR & ATTICE INSUL. WATER PIPE & HEAT DUCTS 16. WOODSTOVE APPROVED 17. WINDOWS & DOORS CAULKED COM~: ~ I I ,..-: r~ 1(vof 11{) cYh /!e.JH of rv ~ ~-t"'- ~~