Loading...
HomeMy WebLinkAboutBIN A-3 PERMIT 5206 l' ,- ...."'-. " o , ro ,'- o , cD ~ ,0 (0 ~ o , ~ < " ,q> f'- - " ,0) q --;;Y I r- ! / // 54 0 / 13 4/' 1.1,,2 , 0" 1~{' / '/ __ 22 0 ----- ------- _._-)-- ;' "" 16 8;' / '/ 10 , ~ 6Q . ( 9 ~? 1/- 'ii'~.f..--?~2 _ _~._ ..'1'''1< ._-:=::-_-::::====- t~" "''iJ;''':;T~'i''-;,' - __ .:==\ ""r~;!'~'~~' '" ~: ,:",,".' - .~:J(\,. >.h.".JJ.),}-Y.<:,,~..--- ~1.-:JoII: ~.~~ 4'!i.;! '),--o;"",,/,::.:.:,$: ..'~ :t~~ 65:'~/JiM" lite ' . '1),:.-::)) UyJ5(/"/ 11'3 . J; J: - t~ I -:9- ~ i , (0) t 'ff] ~ ~ I! -.-. I! 7' 0/' ~~hf-==" -h----~~ - ;' " __ __84 M i' ST _~.LY_: ~=~~l~~.-.eg [) - SITTINC; _ARE/\ ,tij. --~.;...' ...- .),:;- I i I ' II J 0 ~ 51-./1;,IL ' i5~'\'~ oS <(" u.- ~MI\"J ,;u...w. '-P -ft~ (,0 . ) o~, \-1N'~\\ I'V~"ltI'\-' r. "-. ' It '-~.~.l:~--~= .--, . . , -- ~ -- I'H)M' III ~ I.-IS l"d\c(0 .. -..-'. {tti)(r;t.~"l,$~'-. 2.3 SH ,.' \ ,if rt~~;Ti;1t'~<~-;:'Jf~'~"~~' ~~)1.~~D ~l~t~ WOOD ~ r ~.________\.-~ . ~_=L~L "...c..., "'_._ . \. 'q" T ""--€ ...2 X 12 VI" ,__ ,,~ T-~- . I ~'~ " . '\,., _.~=~"QD~."e.M~ . .'.(..\..' rL~- - ., "" _.' _ - ,. D 8. () I, ~'5/->1 __: ...:-=~ LlI ." ,._~ I~E~9.~}~C2OM ........(.~- 0 ~): ,71 ~ '1'56" ,4t:ot,- . u _,II A "'.-'-'" __T - $'::/}", r ~I j'f- .If._/ "'-'ILJ( .t...."t'.11'lJ I" .'J \J'::~L Sfi~~NGLI~ 'C--:..p , .,KIJ~HEN ~ 'r;,;~:; _~QRCH .~ ,-'=-~ .W. ,," -==::---.-- j ,hi /I-In.:'lI';rZ- yi ";!,.;t;rlE.S A':;V I fE ; '- -.- dH!_ I L-./ ' I ,." / J f..,,,,~to t'l (j) ,,' (..(. /"//1/" S ' I/," . I/~ .J~ ')I' , . ,-' 8 ~ II ,.Iii 10 2 0 L iitz2Q fK r 22 / ___-=-----~--:i~31,~" "\ 'f J ';:1 .--It"'rJ( -:;:::.-=:..=-- jJ -- - 2 i] PK r .rr;1 ~f'~J.~~- ~1~~1?- F<OOM -I L_\UL~\~rJ w'*- o/~~ .--. r;~fH'-~ =-~' l.t~ri \ .~i II fj,' '4f' D - C)1~ ~.:~;:=~ ~ , c' ( __ . .. -I'-SCIC' ,1 ---'--=-:=u ~:. '. . - - ",,0 F< r, lli G 1;: 'J ,~~ ' ~ ;': TtJJ_5IJEl.L~ -i-' If "~ --. .~::.:~ '..:../ (.\11 '-.___~j l?J ..: ',~ \ ' . ) ~'..'.'..." '. A~I.~...? r/\IJlS J[1c~ i , \(~ r j{ ,~:,:J:J_. _...:'!:=.:-_ _ ~j'~ ~t, 4-> - I ,_, I V-~- lJ.. ---tJ FDYEI\ I i 4 _2- ! 10' /{," 39 h~' (\- i GI\I \AGE "I . .,_ 2'''1 ~,t I '. =. ' <t i __ _ ' .. ,. 0 q' '" · It 1f 0" ___, .l=~, -,~" 7' I)" ,'. . ~t (\j J _.-= );__ !13Q... "'_. --r- - -. - - 3 u ,..' ,.' J// 2' 8 .~ ~ilJ:: '4< ---- ~. - -? _:"'u__5' _cL '/ _ ll~4P,tL ' 4' ----- BeA 1''' ( _ 0 1. (1,1 (' I' ,-',.. ~ L. vI;. r 11 It- 'f 0J ~ !,;c tJ " o , !~ t (J) o =v L_-.t--" ;' 308~fI ," NJ ;,~ ~ s ~ . 00 ~ ~: 'Q ~ B~P.?~] ~~: ~ ~' 4" ~>< - "J 4~ - , 4' 8' () -' ~ I) J--YUIC7i ~ j/ ~- 6"';'" / 1.. / , .' J \ / t ,~ I , "..'/1 { ( /ct.:.IN f- t-/~ /it. (,J /J" '. ' 'lr1j$,-1 ". (,J 51tJ ;1<'01' ~ I 1,2 (, l, vCi4/f,.l.- 2~~/{' . /1--1 ""o,'I'J ffr) r'j J') ~ '" /.'1.) . rJ --1,---' .~1_6" X 7;' C A' - __._ lI,' -.----.. - J RAGf- [.,1)0 7\-_. _, --- ~--- - I I, ~_'_ . _ _____.==~=~='c=..~__::::.c..:: ,~-~,.rOC . .7~ .~ : BH) -:l -~ .__=--==-_}-- ,(0 ., GQeF . I I 9- -~ 11/_ C'" ..J J-{ iI'lI... ..~L' ' ...,. ~ .: -'aE~. ~.. " & '. .. ,<" ," . . . ' 1ft..,."..", .. ,r~" '-" ""' ,_ lm'I""i~J'~.t~.',,;:';'l:t~\' - ,:;::, NF a,H ., ......A...-,'.;-'Jr'. . W-ClnCLE TOP 2~ 0" .rl " + -' -& 11- ...91t.--/t.. , // " 8 I f----' 1----- -- , . I ______ _________{______?_~_~~:_ ._____ _~. _,,',._h.___ . 1'4/0'/ 21 ,. .;" __. 0 54/ 0 ~ --~-'-~1 ~ Bedrooms: ELECTRIC Smoke detec AL NOTES - -- and wired ,tors shall be d All room" rn ,eries pe a ded in'id Receptacl r NFPA 72, e and out,ide Outdoors, es ,hall be ' of each bed Receptac 'n,ta"ed per room . .,0_57'e, ,hall be . NEC 210-52 . ~n stalled Bathroom', R ' per NEe 210 eceptacle, ,hall be GFCI -52(e), 210-"a)\3\ Recepta 1 protected ' Kitchen' c e, ,hall be GFeI per NEe 210-'la Recepta 1 protected \11\, 210~'la)I~),within 6' of ,ink' per NEe 210.'\a)(2), Service' 'h hall be GFeI ' . " all be bond protected Washer: '1,1 ed per NEC 2S per NEe N Washer rece 0-81(c). (;'i'Q \\~~ a single r/tacle shall b ' ceptacle. e ~nstalled per NEC 210-8(a)(2) I or be /)..//1 '_ L- .s <,. IE ,;)" ~/}I'2{J//)L[~ /,... ) .) (-.>//dL ,I-/r_, ri ' ,S:I/)(} t'J 06/'1'D It: Garage: f; C ~!1 L ~~'~=_=,~='o.~_____"'~~~_-...e C I _.+__.. _..l__,- _6 ~ dfi -- . ~=:-.=- ~~~--- --8---. ~=--, -J4- -- ----.-:.--- :-::.... J ..- --.-.-...:",::,:- - ..---.-- 6 ~ 5 c..l::: A./" 'L ~ , ./1..', '/:.,11 01 , (J), t-' I DCD[='~:~_. ~-.~-~ ~- DDCI ~[~[J DD- DOL _______..__[J .~DD I _._ I -~... --- ~ ! 'ffi' 1.00 ID[ FF~O~I~~. [L~VATIQtL ... --===.::::=:::::....~--==-:~--::::;:.-- ~~~ (j) , o -_._--~-------- - ----- -- _ 6 ~12 -- --'~-_.. - ~---------- --- * -~---=--_:>.~-~ --..... ----.. -- ----.. -- -- --------- _.~-- -.-- ------ ~,_. --~ , " LIVING 1429 PORCH GARAGE 126 ':" ..,.. =:-___ 461 r O--T~ -'. ,.-.,.---- _~___~:=~~?OI6 -=--0- ~ -~..=:'===""':".:=..- --..-.-- .-- -- ~E~R _ ~L~V.~IlO~ __...__-:::.:=:...-...-=--::~_ ___::~_:_~:....-=_~~_- --:~---:~:7=--= .~ lHI5 PITCH TO BE ~FF~IFIE~~ , , '. bLANS REVIEW,-E,D DATE .2 -2-',5. - y5 BUILDING DEPT, APPROVEr~ -....S?E.~~.!ART COt\I('''I-'- "'" .. .O~. ~~.~"J,;.::?_ ..~JCTION . ,... ""''''0 " -- - -- -::~..c. . 7 -?Q -95 fvJO[)F--' -- wr ~Cl A2016 OhN,NO NuMSlR , , , ',' / t. > J, , . ;.", , ~ o , co " ,0 CJ) " , i , ,', o 'It '~ ! i '. i . :... ~; ,t , , f'. - ,~ !J) '\ q i I , , ! ' j i f 'j. , ,j " j' : , 1. I ,~ j 'j , ' t: . ~ I , /, { 5 8 J' ___ "':'1.-- l~ __ _w_~ -- I '[f'. ,,'.r I --.--- - -.-- --- 0 " " 13 4 " /" #-2-~ " I. fI I I I I I . -r:,J~J .-tl i I d2.' 0 " I :f----- " " 16 8 , ,,, :._44:1 _, fi I ,-.-- -- I I I I 1 ~'1Ijll" ;:'8 ~/t/ ;/rJf'/ (~A5t; 'i 12 ... 1(, c I /".~ .411-/ ( E/''7I,J8' {) ) II ~ e3 X/& r/4 Id A t.. ~ /1 i L-~ u,t y t '.1 ;J /..~. , : ". ' e; :.:> .i.=$:'<'}'lf ;..h.tri, tl'" J ! , t'.J,lt~t.J (/"1 IN) I q-- , ~ *'- ,r- I , I I I I . I I I I I , t I '~',;-~~-,'~,' [~- --:~~I ~ II' 1", -{ I I I~-=- ':;,t. 'j <9- { ..4"" STEP 1 J't--_S" " '" 22 0 D~~I'I ~ 'c=S It 6- 00 V-Y e(_ . tl"l/5E,rtJ lJc.r $ '(~ /}p,tC G," I/,I Prt;. , f-~rJ'/I06 3(/,1 p'2rJ~-' It (jv r-' r ,co yJ (fi/J try~,) ,I t ., II; A/ 7 " 0/' II" 8 '/ . ,to FOUNDA-rION ff , _. - .'- _.. .--.----,..--- ---.-- --- -.--- ......--'...- -- -----.,-- ,_I 1 ' ----------fiii I I Ill' . J-- l " ,0 N ", 4'8 I I I ---.-- I 0 ~ _._.-....~ J I06~ ., 2/0 21"0" // " "" 10 ~ _"1:-. ~-""-:---::;~--=~~-:-~---?----:~_-==-~~::'=::~.2-:~-~-~=~ { _"I . ( I . I II .t I I II , 0, , (I) , o " 6. .[/[2 '-.:.--- 6 ~'2 -T-=-~ - \ -----------_.,--,-----,---- .. _ " __ ". hH . ___.._, _ __, -.' ___, __.n _______ .,_ ..... ..__ ,__ __ ___ _____,__,..,_______,___-1.- ,.~_ n_ __._ _ - ~ - _. .-.----- -- .- _____~_____________.____L___ ---------- ~-- ------- ~- ~--_._-~ .-._---~_..-_..~~_.......~--~_._--------------------~-_....- __-1-_____._ ~--, RIG~rr ELEVATION '/ PI rCH CHANGE 1 - ---'" 6 C12 - . ..- ----:--'---'-_. ~ co o -' , LEFT ELEVATION -)L- [ [ " " r GEBI-'1f-\F~T CON~)TF~uC-rIOf\J SCALE "'PPROVED BY' /---of ~ C) DRA,VN BY ~\ W REVISED , . Re\ iewed for C0i11Pt,ianCe~\\' 1 t11 wi! I d .' .' . , ,-- .. . OOition... uldlJdu 18. 1.9.9 t:lIt 9 ada~ UJH~a 0 ~..~.'t:~r;;;"IS. ~O.!..l s. Q ft Standarhd B) U. II$JlSC. 0013 (.'S~'C) S.~tjOJ1 J.2. OJ. 1991 . . '__.- I;S e emf'nts s al 00 t11.., responsibility oftbi3 contractor. _ . ";' . -P ~ lr .,', ., ", lalMS Ca 1c,>. p,e. - D3t~. . .. ' ., , ~2~()7 D"TE 7 -.30 - 95 ~AODEL A2016 DRAWING NUMBU 2 , < ~ " -.: " . ' t " ~ lS'I''7/JLI 1.:1,(1 /2 ~I << ~./C{lt/~.l" I'.iAltJ t-T'/}ilIIU "</:L(1V1'IJ) -- ---~ -- --.--- --- ,---- 1/, ! ~- / ' ~~ ;^,~ , I \ ~ I t-- rl- -..~ '\~.. , "~ - -_:-." 1- ."C=,~=--..- L___~. -- ~, ~ II ~ ~ I ~l ~~, / I "" / ~ . I ~ / 3(, I" / ;,-~ ~ -'\-- ~- f- -..- f---I----- ~~+--, , \ I I ! ';::0 ,. ): " l.it - ~ VJ o (j) ,j / / , -~ -- r--"---~---~ r- I I --- ,-- -' , ., I '\ \ RA 1\ __ l-____ i\ \ \\ '\ \ /~~ /' "'" / ~' / I' , ~y~ / '/i - -- -- =._-'." '-1'" "- ~~/e-- ~' _~r- a/J /2 l_ ' _ 1- l L ___ ___~ _~j \\ ~~ ----I -- CD @ 1-"-- - .-- -- ~,~ I <- ,....-- ~ r--~ L ~ ,---- ,.- -- -,-- --- / ::=:r::::::-= / ~ ~ --~ I .__.~~ FC - ~-- - ''''''7- -- .- -- .~,L='--'=--=--17 / V / ,vi- . ~., _. _ _~->;='"' -= =---1 1'-- -+--[ - '---::;::;: 1 ~=-.:::- -=---:.:.-===:::.:.::.:::.:.==- - ~ j\ I ,,---, /' ------- / / -= ~U I ~ ' -- -.... j ! / =~ i / / -, / I i ___~ -;z:'- :________.._ ."" I i', i ---- r--~ --- f---- 1----- "'- I - - ----.. .'-------- -....- " I -- -- 1---1- --'~ ! """--------+--- - f--- I~~- ~~- ''"' I ---- / ",,1.--- ~ . ... _-__.--=;--u'- --7 ~~-.-.- -----,..., ~. ... 7 ~ / "" --- LA~ .--- r~ c L 1 -- k/ ----. -. '\ -- --~ -,-,-- ---- ('/(2.. 9 t Ii A7 -r t1 (, } I fY1. trd I - S I r"'l v .> t1 H H €. T ,., 20 "'/11. - , (, d "I J."" l S 2. . S/'''eSC;'-J ~tfT(\ ZV ~I'Z- Ib d NJHl) fl~ ' tN') lA, ENI) -~ (0 (t) ~. _. C0 (A) (6) (C) (0') co ,~ ...<.~.. " o @ B ~L .. @ @ L G ~ ~ . . ~Q) __ POST DETAIL (8 o p '(1)-'. .. ~ WOOD POST Of TAIL NOTES: (A) TYPIC~ 4 ~ 4 WOOD POST. .4Le't (8) ~4 ANCHO~ ~Pt.IEO F'~ MANVFACTURE SPECIFICATIONS.' (C) ~~CHOR APPLIEO PER MANUFACTURE SPECIFICATIONS. (0) SIMPSON ~ HURRICANE CLIP APPLIEO PER MANVFACTVRE SPECIF ICATtONS. (f) OQV6LE 2 )( 12 SEAM WITH 1/2 PLYI~OOD NAILED AND GLUED. NAIL S' OC WITH 80 NAILS STAGGERED ON EACH SIDE. (F) SEE WALL DaTAIL FO~ SPECIFICATIONS. (G) CflLING PER OWNER TYPICAL ALVHINVH SOFFIT OR EXT~RIOR GYPSuH aOARDCEILING TYPE. '- (H) TYPICAl 4" CONCRETE SLAB. (1) TYPICAL 12' )( 16' MONOLITHIC FOOTING WITH Z- 5/6. REBAR. @ @ 1/ )0 General Notes: .~ jf> /. . ," t A ~ . , ~ ,- ,- @ ,'- 1.1,. All reinforcing sted shall 00 A8TM A 615,'<1rj~ ~O (nlin,) 1.2. Anchorages shall ~ bot~ip~ galvanil~ after fabrication per A8TM A 90, 1.3. Truss~s shall be designoo ~r SHe 'a.nd TPI spedfications and certifioo by a Profcssio;lal Engin~r registered in th~ state of Florida.. Bracing s~~ificd ~y ~e tI:USS manufacturer (ulteOlal to the truss s)stelll) \'~ithout ('astcnillg instructions shall be f.1sh:;lloo WIth 2.16d nails per ~-aling. pOint at cross bracing, 10d nails at 8" o,c, alOJlg stiffeners (i,~, 'L' and 'T' bracing) and 3- 1~ nails toc~naikd at end bearing connections, . /) ~ "" .WALL bE TA 11--- I == I 0, ~-.:.-.~+.~-.:::.=.:...-===.::;.-=:~=~, ~A. "Trusses shall be braced in 'accordance with the Truss Plate fnstitute's HlU-90, 1.5... Winoows. exteI:iot doors, garagedOOIs and other \'endor-pro't'idt'd exterior cladding shall comply \,ith SHe s\.~tion 1205 ulc1uuUlg the design criteria sd forth ill the follo\\illg \\ind load notes. MASONRY WALL DETAIL NOTES: 1.6. AU structu.rallumber shall ~ #2 (mul,) SPF or Syp, 1/2- COX $H~ATHING ~AILEO WITH eo RIS NAILS 6M OC ON EDGES AND ~ OC IN FIELD. USE 1/2- STEEL PLYCLIPS. ,US FELT AND (! t~~fGLASS SHINGLES. RIDGE VENT AS NEEDED. Z'X 4 WOOD sua FASCIA AND ALUMINUM DRIP AND FASCIA. ALUMINUM SOPFIT H~TERIALS. 1.1, All load bearing frallle waU$ shall 00 stud grade (mill,} SPF or gyp with studs at 16" o.e, "ith a oouble top plate, Top plate joint3 shall be lap-spli.;\.'(j a minimum of 48" and tast~ned with 15 - 16<1 nails, . " !' 1.8. All nou-load bearing frame \\alls shall 00 stud grade (~1\in.) SPF or gyp \\ith studs at H" o.e, 1..9. Windows and $liding glass doors (SGO) ill masonry walls shall b.; fastenoo to 1 x 2 PT buck strips \\ilb #8 x 3/-"" wood ~~rew,. 3 Per side for \\in4:ms. 36 Mal for SGD, F~sten buck strips to masonry wit1l IOd casehardenoo naif3 at ends and 8" o,c' ea~h side. . . " MINIMUM R~22 INS~LATION IN ALL ATTIC AREAS. , (..to. Garage door shall be fastelioo ~,itb manufacturer's track brackets using 1/~" x 1-112" he~-head lag bolts fully seat~d in 2 ~4 (min) #2 SPFor gyp PT door jatllbs f'}stened to fiU\.Xi u\asonry cells with three (3) 112" anchor bolts (;l" roam, washers) per' side. Anchor bolts n1ayJ>e cast-in-place, ePoxy set O( \\wget)j)e with a manuracture,'s puU-out capacity 0(150 pound, (lu~n), , Wind toad Notes: . , . (E)'ENGINEERED WOOD ROOF T~tJ$$. " It' $1 M'" w &f 1'" 11.. j. .. ' (F) TA24V'TRU$SANCHOA.AT niIS l.OCATION APPLIED PER MANUFAC!URK SPECIF1C,:(\fION$, ~ (G) POUREO:t.1Nl'EL WITH 1 5/8" AEBAR CONtINUOUS AND TIED TO A,LL V!A~ICAL:~005 THAT ARE' TlED TO FOUNDATION. SEe LOCATION ON FLOOR PLAN. . (H) PRE!CA$ll..INTEt. OR METAL LiN1ELS OVER ALL WINDOW AND DOOR OPENINGS. ' (1) 1/2-CEILING GYPSUM BOARD. (3) CEILINq H~lGHT MAY VARY DUE TO TRUSS TYPE, WALL HEIGHT REMAIN$ AT ~~O-. . (K) ALUMIN0H'SINc3lf!.HUN~ WINDO~$. (L.) P. T, F~RING OVER 3/411 'TUFR" iNSULATION BOARD, 1/211 GYP$UM aOARD .. , '. i. (M) (N) (0) (P) (Q) , , , l ,~" ~ ; ! ROOF t rvlECl-lANICAL PL~N ---~=-,---"",----------==-.-_.::..=-===,-.=="7"-=-T==::::-===':_=~"~--=::_'::'--'- -~~ , , I JI. '2,2. Dcsigtl Vel&i(y,~ tOO Mph., . 1... ','- " 0' ,',' .' 1,3, SIX~itications ~:Si3C 1991in~ludiJlg 1992 and 1?93 addendums, section 120~. Roof ~d [.Qa(j (ysoo to eal~ul~te ,1.lJ>lift resista.l1~e) ~ 11.8 psf, . '1.4. Maximum nd uptiillXr truss bearing c6Ju1ection ~ 331.2 Ibs, 2,5: Ma.'\unUl1ll1dupliJ\ per girder bearing cOlUlection ;::: 2392,.0 Ibs. '2.6. t ,;. ., _',' '.., Ma:~itnum ui1it \vall shear at mi\!hdgT1t wall =:: 216. r pit. . -T_ .'" 1~9. ' Roof Sheatbi!lg:.. ,Fasten 151n" APA Rat~ Sheathing LXrpendicular to franling \'<itI, 8d nails or 0-,11 ~>.I spiral shank p. . nails at 6" o.~, along paJ~el i..'dges, 12" o.e, along il\teOll~'diate suppOrts (No blocking requirqj). .":, .:, ' " ... ~ : MARBLE! WINDOW SILL~ WOop BASE AND TRIM. 2,IQ. E~terior Shejt~ing: fasten} ~132" AP,\ ~t~\l Sheathiu& to fratl1ing with ~d nails or 0,1 t 3" spiral shank P~lla}ts. at. .3 ',' aton$ tho;} top at1d bottom plate" 6't o.c, along panel \,'dgC'I. ~ 2" o,c, along intemlediate supports. All exterior sheathillg sbaU exh~l1d from the bottom plate to the tOI'~l)eiUber ottJle t01> p{at", Pro-.jde Zx ~ bl\Xking edg~wise along horilOQtal pane.!J9i~t3. . , , . \ . ' . '),I L }]ab'e E'udtruss: Itl addition to tlw brafiillJ\'sP."~itkd by tJ~ truss manufadurer, the bottom chord of gabl~ end tiU~scs sr1aU IN fasten~(o themasollry bond beam "ithffUghes LPTAs \\ith 10. IQdx 1~1f2" nails eadl.at n" o,c, atollg the inside \.xtge oftruS,bQttO~ll chord, ' . , CLEAN, COMPACT SOIL 'THAT HAS BEEN TERMITE TREATED. , ' , , 4- CONCRETE'SLAB WITH 6/6 ~lRE MESH AND 6 MILL P04Y. TVPICA~ a- x 16- FOOTING WITH 2 EACH5/e- REBAR ON CHAIR~ 3601'OC.' VERTICAL RODS P~R LOCATION ON FOUNDATION AND FLOOR PLANS TiED TO FOOTER REBAR~ ' , , , a-' BLOCK WALL. WITH STUCCO' eXTERIOR. .;. " ,;: 1 GEBHART CONSTRuc-rION (R) ($) MASONRY WINDOW SILL. (T) (s/a~;REaA" ,PLACED' VliRTIC~~~ER PLAN. , . '~....:,f "10._'" ,.;"t~\. 1 ....,.,...., ....) ~ i Re\.te\\~'tQ,t.'C;0Inp(j~i~4 \\idi tbe.: "(.1 load pro'wisions of Standard Building CcxJ~ (SBC) Section 120~, 1991 '~irori,~~.(~~~~ l~~~,~Jl~11 ,3 11 um'~Ot~t S~l dements s~al,1 be tJi.e.res~nSI~iljt)' o(th~ contra~~Qr., , ......;,~,..:.. .', t. 'I '4<, ~ " .' '. ;. r': .1;' , . . li -1:' . , :. .'~nbtat. a " }>,6. ~ Dat~ .' i- No 501 ", \, ~o.lE APPROHO BY WE 7-30"95 I-~t ;)ct , DRA'VN BY R W EVI5EO ~ rvl0DEL j\ ?O 16 " ", , .. , ; , DRA'''ING NI.JM8ER' '3 ';',