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BIN A-3 PERMIT 5421
, ~ ' " , . g ,) - ,\' l :r , ," - ,~~.. I, ~ . f ' ., . ~, , "=' , .'., I " ~ , ,. '<' . .. .. . !: .. ~ J .I .. l' i ' . ...," I , ~ ~ ~, ' ; ~ j' \ . "A :J .~ .., U, -" '. ... 'I .. D D ,;. .' ."'" ,-- ,..... '~"".~,::wt ~ j,: ,.',l,;~ ~~ ," "!i- ; ~\ ':>it. "..0: ...I~. ~ , .. , ~. '" o J :) ..,) t ) -- ,: PLANS REVIEVIED....-- D ATE L;:. -=.;;:2.. ( - ?:-':> _ _ CUILDING DEPT. APPRO'lE~ , ,~,~. '" . . "'.' ..,~ . ". ~ lC ,,1.,'10,(,..... '-:' .-.,;,,~.~~t;.:,..~""..~.t:;"I!!-"""~\"i,"~~.;~~~'..'l>o.:;;,!""';j.,,'~'~,{"~'.. Lll.tl~l{lft.';".I,,,,ii ,''''. ~... '.... .:.~ .."""(,",k"~'~'1<\.~lO',,,,~~,,,~',),..t,"~1'lI\.J:FI:,,,:;:'JIo~.' l~ '''~''''''''''.l'.;f''~ ~.,,' \K ..\,'i,' ,.v~,ti.~ l'{j;ll."~~"L ;;" ':If -",,(:1 '....~ ..,~".,~~~""."II;. ",,",,_"',,"O(~"'" ~.~"W' ~. "''':.''';'''f'~.t;'.,.'M :\~. -.,~ I ~.f ,.,~'> .. ,,- '"'._'i'$; '....,.., ,t'", ... \ '" , , REVlBtONB BY "" , , " \- ill ill' :1:' CS) tC w > <:) ~ - G Z <( -1 \S) \-\ 'LU =D \-1 - I DRAWN ~ Pc:. CH.CK.C CAT. "?'Z':'9~ w^~. .loa ND. " aH..T, 1 0" IJ, .H..Ta i r TILE ' BLU.NOSE CT'rP') 'I ENTRY DOOR SET NET AL THRESHOlD IN Fu..L BE OF CAlLK fRONT ENTRr SCALE' 3/4' - "-{)" M::T .AL GARAGE [)()CQ A:~ ELEV EXPAN JOINT GARAGE.DOOR SCAlEI 3/40 · I'-()" 7/6' PARGE COAT a-.J ~ r. LATH I 112" S~EA THIt'.G R-19 2 X 4 DEAD- W<XO o 240 O.G. G.AaE Ef\V TKUSS 2 X 4'5 @ 16' O.G. - 2 X 6P.T.- EXP,l\N JOINT FELT I flr....- , . I " I ~ TIE BEAM GABLE END, SCN.EI 11I:r · "-00 1/2'" THICK PAP.GE COAT CEtvENT IT, '0(..IS FIN --IN TWO COL\,TS SEE SHT. 6 ~ 6A FOR FIN lLEV. 0'-0" - .'-"- - -------~ 1> --+- ,... ----"\. t> -e Z ~---_._------=1--~7;r,q \ ~ :.;;: ---.J "'<',', -- GRADE -.c. , 31/2" HIICK~, SLAB - -- ~'/)S.j \ :~'7.,1/y-- - A._ ,__._._.J1 - 1l - 2,500 P.S.I. REIt'F. ~ ~~ t> ,:;:(.~~ :_ 6 X 6 - 10/10 WlRE fv1ESH ~?J: ~/} . . (- / 2 n5 RODS OVER rv-v.. POLYETl-fTl.Et\E '" /~ '.... ,.., ~~~.~' ,"-.~.JU " "~'v':'\ '________________ Vf:.PCIr< E3ARRIER ON ' ~%' 0/~'/0' 0 ~'0 ~..; N'ECH. COtv'PACTED FILL ~~ :,'~~~~~ /~~~ I ,ij/. ~.v0,ij/., ~ ///:\/i'l", 2 X 4 STillS o 160 o.C . ) 6 X 6 - 10/10 WlRE M:SH SEOJ<E PlATE WI 112 · X 60 '..1 SOL TS o 4'-00 o.C. a5 Ra) .,..... .0. -~ 2 \ 8" MONO-FOOTING SCALE: 3'4' . "-0- .LIFFROVf:O TRUSSES AT 1-0" O.C. (DESIGN FOR 55 P.S.FJ R-30 BLOWN FIBERGLASS INSLLA TION SLAB fOOTING SCAlEI 3/4' . J'-()" I X 3 R5. lRI~i 'ORAJ\GE PEEL' ON 117 DRYWALL f:DGE OF 8LK. W.AU BEYOtV 2X4~T, TOP PlATE ~ DR! VE ~ 5/8' DR'TWALL OR 1/2" DENSE CE I LI t'.G BOARD ,b TYPICAL INTERIOR WALLS' 2 X 4 STillS AT 160 O.C, , X 2 RS. lRIM .' .~ ~!i6 TEXT. F t. rwoc:o I X 2RS. ' .1~M - LANAI BEAM TRIM SCAlE' , li2'" . II O. 2 X 4 P.T. PLA Tf. . SEa.J<f: PLATE WI 112 ~ X 60 'J E30L TS o 4'-0- D.C. TROW=L fiN SLAB 2 X 4 STLOS 0 . 160 D.C. W/ 3 1/2" BATT INSlLATION . Z9 60.I<NOCKOUT ax. flUEO SQID WI I a5 4' HORll. OJT FIUEO soon 2 x 6 P.T. HEAD A TT Aa1EO TO UNTa WI 'POWER Ii ACTUATED DEVICE ~ J.AVBS WI Ii 1/2" X 6" II '.J sa. TS ii ( 8' X 80 PREcM3T ca-c. lINreL F IliED SOliD WI 4 n5 RODS J X 3 RS, TRIM 7 6T ,AJ\OAADI 25 YR, OI~f'5IONAL FIBEE2?LASS S\-lINdLE ON 151f FELT SEE SPECS. 2 X 4 MIN TCP a-~ORD - Et\Glt<EEREO PER PlAN 15/32" PL !WOOD SHEATHIN3 WI ALUvt H CliPS. SEE SPECS. TRUSS STRAP ( GAL V, ) 2 X4 TAIL - TYPo a...G, FINISH SEE SPEC.S 8' ~KOUT BlK. WI I n5 CONT. I X 6 - 20" BE'J'cu) EACH- SIDE OF a:>ENlt'.G I x 4 AT JAtvI3S 8' x 8" PRECAST CO'JC, "lJ LINTEL WI I u5 ROO ~ 26 GA GALV, tvETAL OR .019 PAINTABlE ALLMNJv1 DRIP - i'x 4" W~_ FA.~01 p... I SEE SHT. . 6 _1 E.S.P. FI~SH ALUv\ WII'OOW WI SCREEN & GLASS SEE SPECS MAJ<8lE ST(X)L SET fN MORT AR I x 4 TO SU<ROl.N) MAS(N.?'J' 0A:1~N3 PRECAST CQ'-JCRETE SILL I X 3 FLRRII'.G STRIPS OVER 3/4" INSLLA T1Q\.1 BOARD WOCX) BASE 3 1/4' COlONIAL DU<'O-WNL EXTEI'O 16' EA slur; OF OPN3. THESE TWO CCU<SE:S -~ ~ - --8' X 8' X 16" COt'K; BLK I X 3 P.T. r 6' 1'--0- 60 8:' TYPI.C~J=___WALL ~ECTION SCALE, 3/40 - 1'-00 VAPOR BARR1ER GARAGE RECESS SC.ALE1 314. · I'.{)" GARAGE LINTEL SC~ 314. - '"-0- "cS~~ ~H~~1 ~~1 fOFl At7t7I1"IONP--L- INrO~t1A110tl" 10 1~e- ~~?1' O~ -n-te- E,t-.J~It-Je.~~ ~~D~.h..~P61e.. ~ND ~E-1.,1f::.~, 1H E.. ~1~UC/fU~,b..1,.. PI,..A..~ I>-ND ~EU-/FICA110tJ? COMf1..Y WI1'H 1He-- b1~NI/,b..p-,D ~UIl-DIN~ CDD~) ':;~1'ION 120'5 FO~ IW MPH hllND ZONE. (1491 ~DI1'ION). 1HI? D~~hJIN(;,. P-t-JD t/~I~N I~ VAl...l D ~fZ-, /2. MON1H~ ~~fE:,p, 1 ~ e.. D~-rE. /1 J? ~I6lN~ ~ND ?~p..t....E:.t?, 7t6.Ne.O ~~D ~~l-~D rP~ 1He:. ~P>Uc,.1lJp.,~t..- fbf'll'lON Of fHI'7 Dp.,t--.WIN~ "NL.~. -r ~ _I OJ if] Z CJ ~ if] ~ ~ c:q H ~ ~ ()\ , ~ T 0 (f) (Y W 0 --1 - :J rn --1 -' - I (Y w 2 2 :J (f) 0 W ~ () Z (f) <r w --.J <r U (f) ~ L1J W I (j) ~ <r \- W 0 2 7'-0" ~ Z~B\' t ~'~4u } I I I I I I II II . . I ~ _I l'- ~ - , <() - - II - - - - --II - ~ -, \f\ ~ 2<5) - -' 0 --. <;{\ ~ ~ If'" -' ~ -- . ~ 1- _I t1fU \t\ ~ , ~ to \ "N PRECISION PRESS 116 STB-A --. L . 41~ell 4i3I,d' I!>"KI!>' fHI.~N~r ep~t W/U~, ~Nf. ('(,1PIiN-) ~ I~-D\\ '''111 ~ r1'~ . 4 ~c.oNc,. 0l,,~~ _~ ~t..~V."+" ~1 r-t ~ I "" I . Wi. I Iii '7..'/..'-4" '7\' B- ~~e~~ IJL--A.!? Il/l~ ,'Id! ~ ~1- 1e:;'.7'/i' 17~ 711 7~4~ t I I . (pl_ 11'1 ~~ 4/111.0,[.... '1..,700 ~~.I.c.o~."I.-A~ W/~~'I..().' IC/,C W.w.t1, (0 Pi. ~1t7~r'1t1~~H) Dye?, & MIl..- VAWf, ~Af;~Ie:.~ ON Cl.-et>..N W~L--l.- COM?N,;f~" 1~1'lt""111e- i",eA.1W r:1L.L.. (1'{~) , 411" 11- 18 ..~ :>;: ~ , () ,2.'-11\ z~it IO,.,?%;1 ~~t-.. ~~- I I ~-~--~"'~ nf'c.. f'lA.r-J (01', \^-1'ION) . T,;k~ \ I, I III ) I, II' I~--;: I (\ II II' II ( ) I L~lll III _ -1 L-=- "--_ l_ _J-0~ I I/"-- lfr- -) T( ----;1, " \ 'il\--,. II III I '- / \ I I ~ - _-:::'-J \ / I' I - I' Jlt- \ ,I'YJ ,. V~= ~~ ~l I,"," W. x.1L," H1'.11~1l.-~~N~D e.VGE- W/'l-- U~p WN1. (1'YPIl/A.L. ) -(1) -' j . .., Mil ~ f'4" II '01 1'.4" . ,.. .. 4'ii'~4i 4'-/0'1 ~I- to" Lc, '- 0" 1e,I-o" 10'-0" · TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE. SECTION 1205 FOR 100 mph WIND ZONE (1991 EDITION). · .THIS DRAWING AND DESIGN IS INTENDED TO BE A MASTER SET OF , 'PLANS AND IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNED AND SEALED. (DRAWINGS MUST BE REVIEWED FOR COMPLIANCE TO ANY CODE CHANGES WITHIN THE 12 MONTH PERIOD). · SIGNED AND .SEALED FOR THE STRUCTURAL PORTION OF THIS DRAWING ONLY. :26'-0'1 4Bl-OII ~ o ~I,O' ~ I I . I . rr =-,11 ~~) I I~ 'I L::- -=- ) f' -- " / . I x I /.. '- k.:"~'-r ~(~o'l REVISIONS BY i 'll 6. ~ ~ ?i)~t ~+ -zttUl =Z\U~ 4~~ cf\)- ~t!:~ . . - ;<X)1: } I ~ f I, I .1 I I , I lilli, L ~ ~d'~ ~l ~ ~ ~ I/o" w. 'l( ~u Hf. eoNG-. ~fr:-,. N/Z1f~? GON1', (fYPltA\...) (b.~e.- ONL..Y) "" Ii -,\ I I A/v f't "r~~ I ~':1l-A ~ "" -;e~: IO"~ ~ Co ~ -1- -.9 :r ~ ~ - I t- -0 .1 I' -<<) -' ~ ~ -' ~" "t -<:() 1 ~ =CX) , , t'- . 'I....-r/ -- '} 1.-, '....!!. l t-iJ U... I II...- 1,--, l) u-"/'I..'1 IU.I--::) ~ ~n" )_, ND\e,: GDNilhP-0fOP, 10 ~~~DW HD~e, ~1t?I? Lb/A:1'JON0~ D/)('>,fr:.. (1\J01) ~f- Ir---":)} IPILfl { l7 ~;" ~ ~L-t:-v. 0'.0" (A<??UI1~I7) ~ ----- <J l m-=~l ~~ I1II ---L__ IIII wi ~ I L _..J ILL- ~ -E ff=--7i1 I _ 111~xHII I ~ II~/_~~I I tl'I" I ! . I -~ v= L- --1/ / . &::1811 II t 'I" I?" I~ , ~ 12.'-0/4" oJ rr---i1 Jill I' _ IL- II II,., ~II I If- - - -4J ~Ii ~ ~')(Id1~t<.N[/. ~~e., WI! ~ '?f -, ~ -$ ES'-~v. _~" rl~Uh ?~t? 0/4\ ,;'/.;;- 'b "'f- ~Ix.e:' 'f..1L::' ~~1. I ("ON6. ~L-k.. L4'!CONJ. F'LOMINb '?LAe:> 7 '<l \ ~ ~ - - CONe.... r:1l.-tA~V' aL-{", I;J/ 1. #7' V~f, ~!t-Dt1 f/f11;. 10 1'1 e. e;tM1 {f(~) f,6Jt::fh t; I..f\I? ~ /11 x I ?Yi' - I~I-D'I 20'.0" 1 :1 ~ I I II ~ ~ - , + --~ 'I I ! (!) , ~ \i :=1 Sj ~ -.l Z () .~ D Z :J ~ . DRAWN --~F'6t ----. .- CHECKED OATS _'Q _-;2- -4 t? SCALS '14:1\ C 1\ _1- __~ ~Q... .JOB NO. SHBBT 3 OF ~ SHEETS ~ w" V;\'l.-ANU-, ~ tJPE~ (NO ~rrI1) ~ / / r--------, ,;! /' /;/' j/ " "- -~ " '" //' // ~ 4 B>u ~;fL.-p...~H ~ // - ~ -~ I D.W. ~It-Jt<. II 1 ~ = "'- '-.... ~ - + 1D~' VJIG~ ~ =ct ~ II f:-=I-:~1 Q ~ -~ \ \ L i'li:<("". ., 0PpC~ 7 c=J I I o -' <l) = --9 ~ '\ \ _V,11GH~N DINI N~ p,DO!1 Br.>fDNI/ 'f -' ...3 (K'1c.-~~e-N ~t-J1"It;N'Jt~ ?;It-"IIL-AP-,) ( ~ I, 0" W It? ~ ) INI~P;IOPJ ~l,~Yt\110~jS t?CAL-~: I/~'I-; I'~O" .. '."",~"... ., ,~~~ff>'::IlI_''''' ...r""~" '., y PRECISION PRESS 116 S18-A -\:0 -~ 1'" -~ ~ ~ ~ \ " ~ LJF'6tJ (~ ~rvll) > / / F>A~11.. /" /" J:Ji6~I~N t '?if t ~] ff / r1.C-. 7 \j/ ,MIF/P>OP-' ~ \/ / ~~Gh~rl.p..7H ~INt<- ~ "- '" / / o ~J\S1~n Bt\IH (HI\~~ f:;J\fH ?IM Ilt\P',) ~.~. ,.\\ ,; ~,.~.. ;, ~ .. fJ~H~ s- P ANi P'i1' ::"<t" -' ~ 'T -0 I -Ii) (0 -6 ~ =~ -, " _I ~ c -' N ""a) -' N ~ ~ -0 -' ..9 ~ -, \1:\ ""t \ .j "+ -' 10',0'1 I " 7-0 :;'_0'/ i I I I' fI><.XX <XXX XX > ~!7PtOOM Z >) ~' c..e.IL.-tN~ CAf",P~1' 1?'_IO'l ~ < , I' ,;<}- 7/4 9 -' ::s:: -.(\ ~ ~ . ~ ~ \{' W ~ 111_10'1 M~?;1~P, e, t-D PlOD M 8'c,~. CP-fl'1f'e..1' =* :::-- or ~ . ~ , ":9 =() ~ '"T No ~ --9 ~ ~ ~ .~ :<. (,2) .jf~; IN ~ < pp-tv<7f l,.1 Nfl.-e. 7 ~ :<. . ~ _xxx xxx~ I~ --I ~4 ~H wI - ~ I/~ ~Nt'. t>..e>, ~"81' I I 4'-B" !1~4"! 4'.&>" '5'-IDI1 18"011 ~xxx " PL,OOPJ ~^lOUi ~L--e.: 1/4.~ II~D'1 I I" ZO-4/7- ~~ 1'/ , ",-'( '1''/ <---- . ., 4-8'.D" rz.'-o" 1t5'-7r/ f II 8-1 I 1'1 /.J) ~? 1 .A 1\ ~...., e,'. all PAilO . . 8"x:t.i~'J7l,..bt-. p~~ . L,IVING PiDOM 27 SH =\\) ~ ~ -' \S.) :::~ ~ ~ -' ~ Z-2-'? ?H fa x '>('>. "- X X K K K ~ ~~ J ;z.'e' 1~2.%'1 I'~ ft~ 1 ," ~\1. _ t ~'-4~e, L I -<:0 ~ / 11; H (11';) ... d) 41'l?/8~ *' ~ Z~7~/e;1 t l--1t-Je.N -~ . ,I. :t~Y~ 2(O~ r- _ '- M':> ~ //. ;;~. g ~ :t rln'~ MI.!!> ~I~ q,,,'IJ ~ '1. ~ . ! W -, ~ ill I\-' V '\ - - - ----)- ,.: ~ 9-e/J/e I ~ / e>A1'H ~ , l?~70P ~',"L-<'. ....1~'l'1,.. Q I C-1bI. O I rOl~cJ H.C. I 1 --,1<-- ::L"'~ WbJ..L- >1.<'-. 0 Rio"", V c-IM, M~~1'e~ I 1'O/iIM. \ ~~'1H I . _ Z4t.,e, I e'c.lM. VINYL- I, ~- a ~, , ~ --L . J- - '-\J) f ~'~~.~~ _ -:3 4-5' B. ~- ~N1Jt-,Y ~ '-' 8'C-~. ~--r- U1 )c . -::rL I. -, : r '4" I~- U~g -. ..=,... II tt 1;';-;<." ~ I vININ~ ~M ~II 8'c.-E-IL.lt-J~ c.ASH'€--1 ~II ~II ~~ II -.0 I \ o -0 eiGelL-IN~ C-P-P,P'~1 r.O.t:f'~ 1~4"or~NI~ -------, ill '-:- ------ - ~"II _~11vH~tJ II ~ - ~ e'c,lM, VINYL-- ~ ~ "1.~::; , IT- 1 ,I :J ] ~ C f.1:,1.17~~r-I\;2A ~~e. Jrf' i- 10'1 _!~ 7'A1f ~2StoB t. ,?I,,~, ~~uj' ~ j: ~ I~. ~ ~ ,U w~ '-- O"~rt1H~NJ ~ / I' ~:~~.: p,/~ ~~; j rl~ ~-:6i y~" ~ :'~~~ ~~ -: 11L-~ ~ ~ ~ j ~ _oj \ 1 f'NH~~, }Jo or II \t' ~ 11,1. \ ~ C;~H U<<.o) ~-C'< ---~ - ~ / ~ I===:t= 14.~.j M;f. ~ L~""u N 171"-'f . i -. ~~IL-IN~ VI~YL.- l~(.\.~'o.J 1'L\\~S lvd~\l\ 0c{ I C/r JV4-II\ l\e't\ 6hJI b.c:. -htt-lJ)dJ 5 J. ( #- r1, Jrl] ?- , ' ,_l)~_d l-~t.. ~ I ZO&;o/ ~.I.c.. s'cv.., a>-H'f.f p,~~ '. )< xxx l.. ~ I I ~'.Idl ~1!4i 4'-10" i 4~d' I 4-'-4' :- ~d 10'..0" ?11~A~ W/-'L-L. 281-0" 4~,d' . - 'j.i, l7 . Jf" 1- ~~' @ /' C) -, r--- r;111c...- -1 I ~CUM I L- - _ --.-J ill.-~ : :oo~-, lo'.d' =~ J" l~ ~ n2-CAPJ G,Af2,A~8.- -9 ~ 4',,4" ~ >< >< ~ -\~ ,J 1It--- ~~-- )< )< )< )< _b ~ (Z) *?~ IN P~~'?f l..--It--lil.-E::-- --1 (1) _\ ,..... WN6: ~Ill.-~!? 0E:,LN WI t ~'5? ve-~-n, ~~M ~1'rt-,. 10 11e---17e-~H(1YP.) IlaOX10 O.H.C;l!. [/. ",, /I ~D , IId,d' ~~o'l, , , ,l.O~d' ?~o'f . ~ ~ 8 . =-~ . - :~ -' \f\ ~ ~ '""'\1) I }j _ I t!V ~ <!J -;- ~ <:l ~, f- '"+ ;f (Q _I * ~ -:s =00 -' ~ ~ L..IV I t-Jb I..~ ~.F. ~i\\1JN.:,}?;" 44'1 ~.r. ~~y '58?P. 1'Oft\L.. UND~h p-b:)~ - 1.72':5 t;.r::. P,t>-1ID 4& ?~ · TO THE BEST OF THE ENGINEER'S KNOWLEDGE AND BELIEF. THE STRUCTURAL PLANS AND SPECIFICATIONS COMPLY WITH THE STANDARD BUILDING CODE. SECTION 1205 FOR 1 00 mph WIND IONe 11991 EDITION). , "" · THIS DRAWING AND DESIGN IS INTENDED TO BE A MASTER SET CF PLANS AND IS VALID FOR 12 MONTHS AFTER THE DATE IT IS SIGNl:.D AND SEALED. (DRAWINGS MUST BE REVIEWED FOR COMPLIANCE TO ANY CODE CHANGES WITHIN THE 12 MONTH PERIOD). · SIGNED AND SEALED FOR tHE STRUCTURAL PORTION OF THIS DRAWl . ONLY. REVISIONS BY tt .. ~ ~ \}jOJ ~~t L~~ ~~~ 4.~'"' d.Q~ DtlS8 ..J --f' ...i \i) 4: 'r- )- 7. ~~~~ ~ill~~~ >u::~-!'~ ~~~~~ t!:..{. r \U ~ ~ i ~{ ~CJZi\U -() I ~- ~~5~ill LLLtC2' 8 & 8 () L \- -:J ~ 4 ~ tC ~ ~ I ~ o ~ h ~. . ~ ~ G ~ Z DRAWN ~Pb1 CHECKED DATE 1;;, :z.., '9? SCALE YAP...,I E::7 .JOB NO. SHEET + OF ~ SHEETS HIP "fW--K C^I'-)p..,IE~ 1p.,U~S (u,'~f3;:1~A~r<.) 4'~1l fL.-AlE- H61bH1 / ~ " I \ / , \ ~ , ~ [7 -- "- / " /- - " ~' / "- ~ '/ V "- / ~ I'\. f'l. / r 1.,:'- Z IL' 1" ~ 4" ~ ... l' / I' ~ V '" \- V-' V V / l/K I / \ / "7 :~ ~ -y )</ ~ V I l/" t! I ~' j 1/ /\ Y ~ [\ ~ l/ .. '<. '<. '<. 1" ~ V ~'<.'<.'<.'<.'<."1\.'~ ~ / L /"'-. ,~ \~ I-- NI\l.- P"''''M "- ~ I P U~n J I ~ ~INf~ IN fl~.eej..11 I I-- ~Y 1'g '<< i l ~d1'f1"" e lf~4'1 ^~, - ~~t1 (W11'OM e 5'.4" "~Jlt-J. ~ ~~,) F'I~, F~P" ) / "- / " 1/ I\. ~.. V ,~ ~IP J~ Cf-P..,J1..,I~Jt') --(hU~7 (tal ~~1e.p..t:.-1<-) bl~[/e ~ 1'~Ll~" ctJ~V~N'fID l--1NIIA~ IN 'fie NQ1e.?: I) NO IN1~~IOP, ~e~~INC:1 hJ~L. :<..)fYPItP-!.-- ~~P,IN~ ~e~IH ~ f!),o" )..~. ~IN. ~ !..-~, "')f~~ !i;NC::.IN~E:-~tW V-roP 1'~tJIh~ e wo.C,;, 4 )1'~tJt,7 C-OI1PN-J'1' ?;~t:>P 0 ~hll~~ 10 ~e r::;, NA /...., 14 REVISIONS BY f \U D~ \\i~ -(() " ~ 't )- \ i:a 't- i L{~ "3~", <1:. ("\. I\' t!: \J - b..[~ iPtLJt?7 ~AYDLJ1 NOle: ~e.-e:= ~~te.1' ""1" ~o~ f..DDI110N~1.,. i~L1"~ l,.,,-'(ou1 INf'Oft-,r1~110N. ~ \.. e.: 1/ e;f -:, I ~ l) II rt,DO~ I~b fe..~ ~ P~C4 (-1'(f' It.-A L.. ) 17..- (-1'( Po ) 1 ? 00 / // L 7fP, I K ~ ::01 r+f ON1;( 7 0 Ie; { B f 1 / L -!>1U?UJ (1.,.PIl-t>. [..) 7 CJ = o r"\ 0 -' ~ ~I ;:/ - d) r-. d)~ -' ~ / ..9~ 'oJ . ~ ;/ ft>-1' I 0 ^/~ ~ "-l.~(.,~. P;r;,A~ (2-,lb~1 01 [)~ (p" 0 f Llt-C-O ~p... N P ,..... --- \- Z ~ J ~ ::3 ~ ~ tC-= I "3 - , T- 9~.. g t<() 1-t ~ V!l..r--lo . L I:" )- ~ t ~ ~ ffr= I:! DO II'DO II: [~ m D D D o L 0IJUO["fYPICAl.-') 7 DDDDDDDD o ODD DO ODDDDDDO DDDDDDDO ~~P1 ~1(7~ rPiONl t::Xi~P7IDPI ~~E:/VAiIDN? ~CAL,e.: 1/41c.1~1l ~, .. ",'..~, ~ ~.'~" J",. _ .~_~ :.?f,,"-; '4,;:, ,'It,,_ . Pf'1r("~ "rr.FSS liP ~.18-^ ~ (j ~ ~ -.-J ~, ill -J ~ ~ 4. (j ~ ~ ~ \\1 ~ \- ~ X ~ ~) \- DRAWN -- p,p~ CHECKeD DATe ?,;z'-4? SCALe V6,PJI~? .JOB NO. SHeeT 5 , 1 I OF ~ SHeBTS il'..'..........'. , f I ~. l- It 'l ~ I~ ~ it II d <i ,; " :' f I p ..;) LL WORK SHALL COMPLY Wr\TH ^PRC\jA\LING CODES. STt\NDi\'~O BU\lDHiG. PL\JMB\NG. ~ECHANICAL ANO N, E. G. ~OMPl '{ win H: l-\~O\~\\ S\i~ll~ ~ . S1r\;~~G':\~?, J\L. nl "\L\NG CODe-. S )~s~" :'\A~"~'r'.Ir\l rRc. ", i\ L\JMBn{\!. \~'- u' B\J\LD\~\G. P AND ~L t" C. :\~ , ~\\o<) ~ o'v '\ 0'\<'. \J~ ~\ ' "'';:J" '\\ \j\t>\ \'< \~\\ .. '3 c;"\" \J~ ~\., Y C;). ~;~<-' , c... '0 \' \S~,~,\ C:" \: . I -..; c:.; , \. \, .J ^\'--.,. ('0 .y\' 'y. :v'..' ,\.' '\:.-,:\ v '" V .~<0\ ~", \.'S\.~'" ";~'\' ,~, ,'v 0' . . ,,;,,' 't.",- \ Y.,:.._,.) ~v <-'YX,.('. \~., . ~ ~'.('''/ ','-'. '(J y '(\. ~...-.,\.....~, , ,-" V \\,./ oy.:,.; , .' ~.. 'tr" ! \ 1- .( ., ,. " , I '. .,' ,..... ""'_~ I \,~.:-. ,...,,;- <_ ," ., . ... ! ALL WORK SHALL COMPLY \NlITH PREVA-ILlNG CODES. S1ANOt\t~f) BU I LD \t~G. PLUMB ING. ME CtiANlCt\)....- AND N. E. C. (v <\ \t\ \t \\ u\~ 7 / rf /"'-, t l f\ YrY CJ IV v""'\ o ~~ ~\ ~~ ::v :-:v~~ ~~)~;~ ~~?- \'~ ~'\'(" ~\J ~'\</~J~' . NV ~ ~, ,\\v C-..~~ \:J'0:~~' \j' l ~.,j Cj ~ ~ <: . ("',~~- ~\S, ,~ .~,'" \'-.) "-' '.> <"' \; ,,' 'X~ \\~ <<.. 'v ~;},.1 ::vV <- '\ "S:>' ( ~ <<.<:;:'</ <;::~}~\. :;$~/ <<) PRECISION ~SS 118 STB-A . '" ALL WORK SHALL COMPL'( WITH PREVAILING CODES. STANOAHD BU I LO\~~G. PLUM8IN9. MECHANICAL . AND N. E. C. " :' A Lt. \N 0 H f\ S H 11\ L LeO M PLY WIT H PREVAILING CODES.51),NO;\RD BUILDING. PLUM8ING,MECHANICAL i\ND N. E. C. ' Cf)-j [V 8\,Y "'=;r- \ \ "- "'- \ ,- b- ' - 00' .,. , tf:r. v. II II II I , I , I I ! I ,: / ~ 41..d' \.I" I I - - <a>n.~.oLJ1". t"" .L -: ~ -' T / I /"-/ / / / / / r!J (tJS,.t.-!Ip..,t. . ../ - ~ -- ----- \ \ \ \ I / ~'/ ~~ \ \ ::'<1l9j " [---l "",- _, _ .-J \ ~'"I f} ~I!\o. ~\\\\ ~\,,, X\\) c\:j~'\:\ ~\\\) ~\\\C ~\, ~ s\\~\~tS' ~~ \J\\~ ., '\\()~ ~"c ~\~". CJ. ~~~y~~\~\~\,~~~ ~.~. ~~>\)\\\\). ~\\\) ~~\~ ~A _J,~ (~"') ty~~ D1 )~~ l ;) ()/ ?;\ Me:feh' I ,j. \1.;.') f \ \ \ \ \ I I \ \ \ \ ~---- - "- -- -- -- -- --- . <U> ~F"lip.j;or. ~.210~?,2-(~) Zlo.~8-(A) -(J..) fio_1'e: Y~P,IF=i P~ON~^N[/1,V. 1f>(;K. LOCp....flON~1 (llJJe.v-. ----~~1~J6j.\L, -~AYOU1 :t .; -j , t;tA~: i/+"c;.I~otl J ~0016~'.h1~e.-L ,. U>NDW.Z?O~BI"(G )1..------. .' .. ~l~;~A~~~~Hc~Lo~go;!PLY W/TIJ B U I L DIN G. P l U M 8/ N G.' M l ~ ~ ~ ~ ~DA L ANON.Er. ' ": ~",' :'~:::icr / . -....; ~ '~1- ,. ,.' ' ) .::..,\ ' w ,,-, .~" ,. ..r, ~;'Li.t~ . .'," RiVlitl8rJii .1 "iilVi '; " .,...i'~;;o ~ ..d. ,.. .. " ~ '~~,'fi . -..,"", ]f :1 .; .. ~, .. , . t ':_~H I , , .'- .' --''Ji L ~ . --" -"'-' , ,;""." , ~ J I ,', .' .. ,'-, ~;.' ~~ : \X ~~ ' " ~ ~ I i' I ~ i I ~ ~ ~ ~~~ , I 00/ .,- ~ ~ ~ ,~ ~~ ; t - - I' , I ,j : I ~ ' V ::. I " i , - I I I I 1\-1 d It::) ~, !<( L:l \!" ~ < . ',~. ,;':!;; ;"," '/j,t' ;~, ,. ~I" kt r , , , " I'" .. I j i~ I\::C ~ ~ I f "Ie .' I ,f\ I' , ~\;4;.~..',....,. "." . ::',..' ..-'"... - , '1c~1 J~v ...-,.~"... 'D~A~!!_'_"\"~-'~ ~~rGr---,-. ~ " '- -": CH.CKBb ;~ .- 'l;l: ~ .,,,. . bAT. ~~2t.:1~~.., seAL. . V..t.~l.;.-If---' --...--. '_"'.'. '- .~_ -v-_.-_.~~---:-.~.: .108 NO, ~, ~, " .>>'t:;. 1,", I~ ,- -, SH..T p {; ':: .~ /': ' ~'. , -'.-., -, 8H..TS ' bp b ." '!J!'''. ,1lI-'.Ji",.;j;:,lf;"- .,_ . ....: ,'<:1rVfi':;..~~>}~~.~{-'lf:.~. .~ ;'A~...\t...~ .. ,..... _ __ _ 1 ': ..r ,,';,,}.. .....-uJi"';.. i"" I I.I) Ul m .. IT) N rn (\J .Ji c.) ..< .< c_ n <t 'lJ :J l-- -. o ... (11 Ul (..) I'\J .. ,- lJ) .'1: (.J ,- C) ..-{ ~5 l-- ~ ,- fJ~ ::-l ~.a:....._ .... ..,.-- ~-~ aiif~~<lJe,~ l~A YOLI~t ..A" '\r'_. ~~._'- -~--~-._.- I f'\ _.-_ I' ~r-=r=T-_ ~_ ~~ i 1= ~ ~ I '\. i - - -----~ " ( I I I f- f------ I I I ,~. "'r'tJ/1 I I I: I _ ___- I '" I I I, i II )- I r . I >, ~- I h/ i I I ~- ~+-- - ~- -~~ ~,Y~r 13 I ' ~M~ 'l~H i:=_:~ = l/ j I Jr' ' I ---+--- - vJ' yl\ I r--i--= = I I I' I --+--- --- = -... /;\ "" '- ~- I Y Ii; _..~--"-- .. ~~k: 2k;~4~- '.'h~~"",)/Lkl ~ "L...~t~ .: V ~~=,~~ J ~ - ~V:;Z~" -~~-:i ~_ 7 .-L' - IT .'1 i"r'\ . = / ~f-- i -- r ---- - - r---- r- -- ---=f \ 1-- _ _, . ~ , , -.- i 7 ;- /.- -- V---.. --- ~-~-_._+---~ ~- -------t-.-_ _ r-- ; .. ~--+----- - 0~~8~t \95~J~-~9f CONNEC r - \ CX~~~~~- \ -F~~J~~~~s TYPE \ LOCAflON TlON Q2TY. 251\6132-10dx.1W'.; F HE~2Q. _ ~ ,.-. I." f1!. t. HETA20 i 2 1_-_ 2.~461- 3'?-=-:=10d x)' 2._: \ B I ___ -,.-- r i I f5 1-_.'-..F..' ..- -2,4,).!1- HGqS_2.8.,.~.)...\=.1i=-%~~~..=~i~~.6J.~.d.(.~.;'.'.\ ._ .. ___ J~_n_B_____..l._ _. 2,!3.!.l___ ~~~f~?O_ ---t---2.---t--------- .----- -n-=~_~-~ ___._., \ I . . I. _.. I ------1--.------- t 32 10d1 -'---.. . --,- -.-.-- -L--- . -1-.----5208\--- HYY22-'~~-C=-_1___..__-._5_~5-0-~------=-- ----.-.j f6 .' . .....- -.--1---. _u" 1.--- ---22--' I 1 I 5250 L_~l---=1QQ_---l - . .1_._ f~____.. ____~_??5_, -- ___JiIT---.--__l--,,---. -~~rETA2o"OFiEQUAL FOR I N(YtE:'ALL OTHS1 TRUSS BF1G, CONNECTSfl102~~~F~ER~~:S~ HUS26 FOR HUNG TF1USSES,\ MASONRY; DOUBLE SIMPSON M I , ~~~E~~~~~~:0~G~ 70~~~~~~\~~~~~THAN CON~ECII()NCAP,AClTY_ 1--. _ n __ .--. \ I ETA20 T ---I . .=_11-~c5 \~~fO~'lOd- x 1112'" \MJ\SONRY. n_.\ MfS12r 1816lji~11\-10d x 1'// \ TIMBEf~ !-. _ _ I I , n I -1550" ;-20-=-16d x 3112" i I, ..__. t. j HUS26: 1, ' . .- : GIRDER i . . - '. II to each'other, k Double connectors to be placed dlagona Y H opposite side of the truss whid1 could k k 00 not drive nails througt1 the truss plate on 1e force the plate off the truss v 1 I t"YPlCAt. !l1'A / J4n'f'A lNe,'rAU..ATlc.N WiF<Ue,e, :~~~Ar1 ri\!d; ~jOcI'f~e; 1) ALL CONNEC nONS PER SIMPSON CATALOG C-95H-1 CONfACT ENGINEER FOf~ ALTERNATE CONNEcnONS 2) LA YOU r WAS PRODUCED BY THE muss MANur ACTURER, AND IS SHO\~N ON HilS DRAWING FOR REFERENCE ONLY, J) PRE -ENGINEERED WOOD TRUSSES SPACED 0 24- o/c TYPICAL. UNLESS NOTED OTHERWISE 4) SEE FLOOR PLAN AND ELEVATIONS FOf~ ADDITIONAL ROOF INFOR'AA TlON. 5) TRUSS LA yours AND TRUSS ENGINEERING PROVIDED BY TI-lE TRUSS ENGINEER TAKE PRECEDENCE OVER TI1E TRUSS LA YOur AND UPLIFT SCHEDULE SHo\lyN ABOVE. IF THE LA YOU T OR TRUSS VALUES ARE REVISED BY THE CON TRACTOR AND / OR THE TRUSS PLANT, DANSCO ENGINEERING, P.A. MUS T REVlE.\'l' AND REVISE THE PLANS AS NEEDED. . ......~...:a.___'M'____. ..-~~~~...~w....~~~'~.~_._~......._.........~~ UPLIFT CONNECTION Cf~OSS-r~EFERENCE*** c_ --1 ~--_..-~---- --._---_._- _.~ - - - _.. - -- -- - -- .~-- . -, - ---.- -..~.~- --~-- SIMPSON STRONG TIE . HUGHES MANUF ACTUr~ING, INC. SOUTHEASTERN METALS MFG, CON~NEcrOR. CAP-ACI fY FASTENERS CONNECTor~~rcAPAciTY~~ 'FAS.TtNERS CONNEcror~- - CAP-AcIT-Y~-- ~~FASTENEf~S- _ E!~12_ 580 5 - 10d x ~:... ~_? 500 5 - 10d x 1 1/2" TAPR.28 . no 5'-':-i-O~j x 3" - ETA16 725 8 - lOd x 1 1/2' TA16 601 -, - 10;j;1-,/2" TAPR210-- -865-- --6"--=1o;j-;-3-'-1 ----- ----- - -_. --.-.--- - --- -- ----~ _ __~!~.2? 1160 10 - 1~ x 1 '/2" TA20 902 9 - lad x 1 1/2" TAPR21.2 1153 8 - 10d x.3" I HET~?Q_ _J.?_45 16 - 10d x 1 1/2" _ LF>TA--=------ ,-500--15 - 10d x I 'L2" t---TAF'R216 1585 - 11-=-'O;j-;--J'- i ____~12.5 394 10 - 8d ~~__ f~~~1.R~ ---494 8--=-&.1;11/2" HCPR- - HC~ --520-- -(8f~ --l!, __~1..5 4j~_ 8 - 8d ~2- HCLH Rf~---=- ____=- 4~~==- _~_- -Sd-;-11/"2" f~-CPR--=l~CPl-- ____i?Q-=--= ~~_=-(i~.f_~2=~-=; _~L__ 884 14 - 8d x~~ NO CWPARABLE CONNECTOR . NO CO~PARABLE COt-.NECTOR ! WT~8B J181 24 - 10d x ,r N6c~PAR-A6LE CONNlcT~___ _ NO cCiiPARABLE CO~NECTQH-:==-~_-~J ___I.AAS 990 6 - 10d x 1 1/2' MS 950 8 - 10dx 1 1/2- FA-J ~B40 6 - 10cj x 1 1/2. ! _~2P2A · 2175 5/8'~ BOLTS _A.Q.?8. 3265 3~~"~BciTS ADS-2 --S-1-6S-- 3--=-"5/a:_0_'?oLrsl _--'!'~Q~~ · J~05 3/4-~ BOl TS AD~.a...!_ _~_~5 3 - _~L4".'~__BOL~ A~S-=-5_ 4.265 .3 - }j~~!_o._OL T~J HD6A · 4405 1 /a-~ BOLTS ADl A . 8050. 2 - 7/a"oJ ADS-l I 7900 2 - 7. /0" ~ I _ _ 1 - 1 1 /8" ~ BO~.~ ~__ __ ~.=-!.JL8.'!__.Q.~12~ I LUS26 935 / 104_5 .. 8 - 10d x 3" ~-lA2~_ 861 / 2854_ (1~~_ (3) IOd NO CWPARA8LE CO~~~~!E:__C2~iR . HUS26 1550 / 3205.. 20 - 16d x 3 1/2" EHUH26 108 / .3000 (20) 16d / NO CWPARABLE CONNECTOR ! 2013 / 1100 10 (11~ l~d' )11" NO CGi.lPARAslECoi,NECTOR-..--.m.~.nll (14) IOd x 1 1/2" ~~9___ J?_-=-~~~2~ F~P18 7~~___~__~6[~j__-=1 60~_ J~)J.~~~Jl~~_ ----.BIP.l.8811_ _?~Q__.j6)JC.1_~~_'.J?:_~ 906 (1~2 16d x 3 1/2" RTP18_~~~ 11.1_2____ jRL~_6d..~_3_1j2"._J 1208 ~_6) 16d x 3 1/2" Rl~18320 1172 =i-~~l=~~~--~~~~~~~.~J HUS28- 20007 .3775.. .30 - 16d x 3 1/2" EHUH28 A35. ----------1' MTS12 ------- MTS16 ---~- MTS20 12 - 8d~2~ _XA~ 14 - 10d x 3- RT12nv 14 - 10d x 3--- - RT16rN -- 14 - lad x 3" RT20TI\' 500 1000 1000 1000 MIN,MUM .3" M(I.iGER .. REACTIONS ARE FOR ROOF LOADS ONLY ... DO NOT [)r~IVE NAILS THROUGH THE muss PLA lE ON THE OPPOSITE SIDE or THE muss, ','y1jICH COULD FORCE THE PLA lE OFF OF mE TRUSS, 4- MIN, DJ8EDMENT SEE SCHEDULE FOR lE AND QUANTITY or FASTENERS "rwrCA!.. ~IJ;~ li',IOT~L!..A'tIOt'J LOCA nON OF SECON[}--,\ H5 \ rr-PICAl. t4~ IN~T A~..w~"rrC1 1 .....,. ,--------- ~l1"A / H~'rrA lN~TA!..L.ATro.'J 0 Mlr.Ie,O.6N - - . ~~-~....-~~-_.......~..~~~.......... ...... ~ ~-~_...._~~~~ ~_...,~~-~.-.~-<_..,--~........-._~ ~.*.. .~.._-._,~-~.~ [ /PRE-FAO CH:MNEY CAP fL~9liNG StRuCrURAL. NOTE6 s\UPSOH H5 AT -\ [ACH wONT T'(p, f~ .-( -.--- ZV1 z -::.:> -t: ~-- z~ ~~ ::t:1 ex ~f~ ~~ GAlV ~ETAl flASWN(} "j - o a::: .-( 10 ~x " 1) coors. 1,1 STANDAPD BUILDiNG C(U CONGRESS iN1ERNAllCtm. (I~~I), 12 BUiLDING COOE REQUiRE lJE.N IS FOR REINFORCE.O C0NCRE Tt (ACl .318-89) 1.3 A"'F.RICAN SOC,ETY C*" CIY1l ENGINEERS lAiN,lJUA DESIGN LeADS FOR BUilDINGS AND On1lR SlRUC11JRES (ASCE 7 -88), 1.4 SPECIFICATION FOR n{[ DESIGN, FAGRICATION AND E.RECnON Of SrRUC11JRAL SlHL FOR BUILDINGS (AISC 9TI~ rDITlON) 1,5 "DESIGN SPEClflCAnON FOR UGHT I.AETAL PLAf( CW!';ECTED 'oY(X)() iRUSSt:S" BY mE muss PLATE iNS n n) IE (rPI) 1985 ED! nON, y:-2"x4" BLOCKING (SEE IJA~UF. SPECS FOR M\N,'JUU DISTANCE) .. /~(x1IRIOR F1N19i . ..---PRE-FAB CHil,1NEY ./ mOCKING tl MiD POiNT / \\}iEN CHIMNEY EXCHDS 6'-0" / IN HEIGH T 1/20 SHEA.THiNG OR ose, ~'2"x4" SruDS @ 16" O/CMA.X. 2) DESIGN CRl1ERIA' 21 D~LLiNG FlOORS - 40 PSF LM LOl-D. 2,2 BALCONiES - 60 PSF lI\'( LOAD. 2,3 WALK,'iA YS - 80 PSF LIVE LOAD. 2.. ROOF OVER LIVING AREAS - 30 PSF LIVE LOAD, 17 Pst (7 PSt TIC & 10 PSF A/C) DEAD LOAD FOR 9~INGLE ROOFS; 2S PSt (15 Pst T/e & 10 PSt B/C) DEAD LOAD FOR CONCRETE lllE ROOFS. 25 N,ND - 100 MPH, PER saCCI UNLESS NOlED On{ERMSE 2,6 NET UPUFf DEAD LOADS 10 PSF SHINC.t.E; 15 PSt llLE. - - - - - - -~ /, 3) SOIL: 3.1 IJ,N;MIjM ALLOW/lGLE SOIL PRESSURE 2000 PSf. I GAL V. M fl. flASHING muss TOP CHORD 4) CONCRETE: ".1 CONCRE1E CCMPRESSl\tf SlRENGn~ AT 28 DAYS: 2500 PSl (NOR~AL 'M:IGHT), 42 REINFORCING BARS: ASTlJ A515 (GRADE 50). .UM:LOED \~RE FABR1C ('N',l,'F): ASHJ A185 44 DETAIL REINFORCEMENT IN ACCORDANCEMn-l ACI .315, 4.5 CONeRE IT COVERAGE Of REiNFOOCElAEN T: FoollNGS 3" GaneM AND SIDES, 4.6 EARTI-l SUPPORTED SlABS: (INCLUDING EXTERIOR WALK AND DRI\~ SlABS) 3 1/20 TIjlCK MIN. REiNFORCED \..,n-l 6X6 - Wl,4 X W1.4 \l{~ AT MID-DEPni Of SlAO. FlB[l\~ESH MAY BE USW IN liEU Of \l(\~f AT CONTRACTOR'S OPTION U CWCRETiNG CH.RATlWS SHALL CC~PLY\~n~ ACI STANDARDS. 4.8 LAP SPLICE SW,LL BE AS FOlLOWS: NS BAR 25", 64 BAR 20", 13 BAR 15", 5) MASC.t-;RY: 5.1 DE$lGN AND CONSTRUCTION 9iALL CONFORtJ TO n~E SPEClflCATION Of mE NATlONAL CONCRE1E MASONRY ASSOC1A T10N AND ACl 530. 5,2 MiNilAU!" MASCttRY UNIT STRENG1l--i: 1m 1350 PSI. 5.3 !JORTAR SHALL BE TYPE S. 5,4 AU BLOCK CELLS AND CAVITIES BEWN CRADE SHALL BE FILLED 'MTH CONCRE1E ~HEN STDJ WALL IS GREA1ER n~AN 2.r TALL A80\1: GRADE. 5_5 FilL CELLS wi (1) IS BAR SHALL BE LOCATED 0 10'- 0" o/e MAX, AT EACH CORNE.R AND EACH SIDE Of OPENINGS CREA TlR niAN OR EOUAL TO 6'-0-. 5,6 UN1ElS SUPPUE.D BY APPROvtD MANUFACTURER: 1) FECP/CAST-CRE1E CORPORATION 2) PO.....'[R CON eRE TE 3) ALLIED PRECAST 4) LOTT 6) wooo: 6,1 'NOOO srnucn;RAL FRAMiNG MEMBERS 12 soun~["N YELLOW PINE (UtJLESS NOllD OTH(R\W3E) \~TH AN ALLOWABLE BENOiNG smESS (Fb) PER NOS-~l = 1250 PSI AND A MODULUS OF ELASTlOTY = 1.600,000 PSI EXCEPT SlUDS 'M{ERE $PF STUO OR CONSTRUCTlON GRADE IJAY BE USEO, 5,2 DESIGN, F ABR1CA f( AND ERECT WO(:(J lRUSSES IN ACCORDANCE 'M n~ n~E "DESlGN SPECiFICATION FOR LIGHT METAL PLA1[ CONNEC1EO woc:.o TRUSSES' BY niE TRUSS PLAT[ INSnnJlf. 1935 EDITION, H:B-91 AND 0') T - 83, 6.3 ,AU EXPOSED WOOD OR WOOD IN CWTACT 'Mn~ EARm OR CONCRETE TO BE PRESSURE TREATED 6,4 ROC*" Sl1EA~ING: (APA RATED EXPOSURE 1) 1/2" PLYNOOO OR 7/16- OS8 IJIN:IJUlJ SHINCLES OR TlLE 6,5 lJN1FEATED 'M.)()D SHALL NOT BE iN DIRECT CONTACT \'I1TIi CONCREf(. SEAT PLATtS 9iALL BE PROY1DED A T BEARING LOCATIONS 'M TIiOU T 'M)(()E.N TOP PLA lIS, $: PSON !A TS 12 6} EA. COR NER {)W8lE 2"d" BLOCKING et!CTION "A-AI SCALE: 3/4"::1'-0" 36" MAX. 1---- r ..... ATTACH BLOCKING / TO TRUSSES w/ $IMPSON AJi ANGLE TYPICAL 7) IJICRO-LAlA LUMBER: 7.1 MICRO-LAM SffiESS GRADES SHALL PROVIDE n-lE FOlLO'NING MiNiMCM PROPERnES: E '" 2.000,000 PSI Fb,,: 2.800 PSl Ft.- 1.850 PSl fc,,: 500 PSl (PERPENDICULAR) Fc:: Z,lOO PSI (PARALLEL) Fv '" 285 PSI SLOPE ... $!MPSON MTS12 0 EA. CQRNER i I PRE - ENGlNE(REDNOOD lRUSSES ~- / .......,.:.-- / ~ /~~:ElI . (- - - - - - - - -- .~~~ , PRE - F AO CHIMNEY ASSEM8L Y , -2'X4" @ 16' O/C MAX. .2"d" BLOCKING TYP. T'Yt)ICAl.. C....IMNtiV F'L.6N SCALE: 3701'=0. ,..... l - .~~.' .-- - -~~ -~. -~~.- ~ K -- "'_~"""""'~14""'~ 2~x BUILT-UP COLU~W--"\.. n1RU SOL TS AS REQUIRED BY MFG, QIMr~~l ~Y'n.~Oi\.lt=:'J "r1 t~ ~4 0 o ~ + I- I- + I- 6' ..0. " ,-~-" +- I- + .. t- .. . ,..--- ~~ - - -' -~~.. - . ..., ., ....- .... ...._-~~--~.. 1l.Ia.... ROOF DIMJHR,AGM NAILING SCHEDULE - 100 ~h ZONE RIDCE LiNE ~ t I- + I- + + - " I + 'f~1- I- I ~ +- I- + I I- t t '0 +- I- t I- ~ ~ ~ t t + t ..,I I- + I- t .., t t t <~, f--':'-~~~. t . -4 ~ . .. - RI[)(,E liNE t ~+ t ~~~l +- +- +- I- o I I I I -1 8d CCM~0N NAILS 0 6" o/e -- r o/e 0 GABLE ENDNALL OR GABLE TRUSS 3d CCV}~ON NAILS 0 6' o/e EDCES 3d CWM0N NAilS 0 12" o/e iNTERVEDIA11 HOlT: 1) '11 SlRlKMAl NO:!'; fell ?(Al'H~r. ~1J/lc.An(N<;. 1) f'Il) ,UITS ~ lHf P.fXi ~J( Arr' I'lG '}; j,( L tt" S T A~PlD A.~' 0C"0Jll O',Hl rR1.\jMC; :.o(jf it TYPICA!.. M"ro IN{Yr~\U-A"i'Ic,'! ~IC.~~", M'mr3'~ IN~T^'..!.AilC'l'l ~_ ~L _ ._~, ----~---_._-- ~~~~:a..oa.."""r~~'oL' .... -~~~~. .... ~.. ."-..."".. .- ~~_'..a:..~.;a.~_.-"':_ ...........~.. '"-'-~.....~~ REQUlf~ED SAFETY GLAZING IN HAZARDOUS LOCA TIONS (RE: SBC 2703. 2,1) 27032 Hozardous Locations 270.32.1 The follc"iig sholl be coosi<k1ed specific Mzordoos locations fI"J the purposes of gloz in'): I 1. Cl'Jlin.}" iigms and t'1tss doofs tXCE'pt jNlolJsies, 2. aazing in fixed an,j sliding p'Tlels of slidii9 (patio) dOO' assembl;es and per,els in s'kw,giog dO(,1("S. J. Oozing in storm dOOIs. 4. Oazing in 011 unframed s."'inging doors, 5, Oozing in doors and encloS'Jres for hot tubs. whrlpools. S(}Jnos. steam rooms, bothtub, and llc'rH:n. Oozing in ooy pOftioo of a blJi.ji1'l W<JI! endosin'l the--..e compOftments where tbe bottom edge of the <},n"g i, less than 60 inc~,es (1524 mm) obore the dra., filet. 6. Oozing in on indil'idual fixed or operlJb~e paroel adpcent I) dw- where the nearest ,ertic,j ~ is within 0 2~ indl (610 mrn) crc of the dO<<" in 0 c1ose,j po$itiCfl OI1d whose bottom edge is less lhon 60 in<J,es (1524 mm) obove the floor or walking surfoce, ], Oozing in 00 individuol fiXM or (.yefoole pone-!. other than lhose locotions dC'SCficed i1 items 5 and 6 above, thot meets all of the followio9 conditions: 1. Exposed arN of on t'idivi,1J.j p')ne greoter than 9 sq. fl (0.84 m2) 2. Bottom edge less thoo 18 in<.r,es (457 mm) above t~,e flw- 3. Top ed~ 9f~ter thon 30 ind',es (91. mm) obo-..e the floor 4. (X,e Of more walking surfoces Within Y5 ticl1es (914 mm) horizwto!ly of the plane cf the glozing, 8. All glozing n roilings rt9'Jrdless of (lea or hei9ht 000'Vt 0 wo~king surfoce including strudural baluster ponds \J1d noostrvdur,J in-fill p':J'\ds. 9. Oozing in '.wafts ond fences enclosing indoor ond outdO<<" S'.wimming pools '.where the bottom ed<';e of the 'lozing is 1) less thO') W indles (1525 mm) above the walking surfoce CX1 the pod side (J(ld 2) '1ithin J6 irK/',es (914 mm) horizootally of lI",e wolkng surface Cfl the pool si~, This llon opply to sinrje glazing md 011 p'Jnes in muitiple glozing. - - - <.o-.>J t . TO n,[ 8EST OF THE E.NGINEER'S KNONl EDcr AND BFUE r. mE S lRlJCruRAL PLANS ANO SPEeFlCA 110NS CCMPty '0'11 iH nlF STANDARD 8UILDi~G CODE. SECTION 1205 FOR 100 rr,ph.'M',[) ZO~.E (1991 EOmON), .. t I- .. I- + t l- t 6" O~ ,-~ + t · TI1iS DRA','>ING AND DESIGN 1$ VAliD FOR 12 MONT'r1S AFTER THE DATE IT IS SIGNED AND SEALED, ~. SIGNED AND SEALED FOR n'E smucruRAL PORTlON or n1!S C'RAN:NG ONLY. + t t- 7Zr;:. (/'C-,("'-: P LI- I" 1'7 c: ~- pre/'.. - ~ - ~ ,____,__.~i_~--. .......~ t + t + If) lWI~~ D ~ N c..~ c.. C) '. (I r-'t" .. .. 'l:'-J ;~{,:V~~ eNGINEERING, r-> A. P.o. eox 3~16 .. AjOOLlO ~,6.~ . FLORIOA - 33~Y12 F1-k.;Nt: .. (61.3) 6..v.> l?)1<!>b f=AX . (8!3) b-0 ~~'36 + t +- I- I- '- ........----.---------.-.-" ~ .SUMMER IIIl,L BUILDER,S __ /\ \ ecAL8--lOiEo IDf<A).tN BI(A DATE '113m} ISLAND ~}t '" -i?O'!,j:m' TRUeS LAYOUT, No'rES 950779 I el ~- -....- . "''i~- ''In,, - --"-~_-:'~~~"..&...1~ I . ;.~ . '," " ~ . \ .-::.- {. ~ WINDOW BUCK 12 -rYP)l VARIES i PHE ENGINEERED wb TRUSS @ 24" O.C. MAX. 15 L8 ROOFING FELT '(SHINGLES) OR 15 LB FELT UNDER 901 HOT MOP (nLE) HURr~ICANE ANCHOR @ EACH TRUSS (SEE ELEVA TlONS) W/ METAL PL. UNpER EA. TRUSS -SHINGLES OR CONeRE TE llLE / 1/2" CDX PLY"'. 000 or~ 7/16~" O..S.. MIN. ELEV. VARIES ! t -DRIP FASCIA BOARD -8"x16" KNOCK-OUT BLOCK wi _.._~ BLOCK WALL BEYOND fILL CELL W/ #5 VERTICAL D.H.D. RECESS EXPANSION JOINT" #5 CON r.__S_8~' -"',RI, -.j' ~ ! I r;j3 1/2" MIN. . -L~: -IA\ \" \ t> --~~~T"t-r"'ri co ~ /' 7)"""-- I \ J ' '-/./ "''//'- '/ .9 /, / ~<_L,.,~ . ' /,/ /,,/ /, ~ '" ,,~,>;;j~'Y~ ' ~;j~~~ 'i~0 ' A' /~//~~ . I ,~/~' .. . ~/>>/'- CO // / '/ / /0(/ ~ "{;y;~ /, " ,-' "'- '" ~~? '", '- ~ ~" . ''''-. /r>>/~(/;;/1~ (2) #5 CONT~ ." I 1 ..4 I .{ .{ {3) 1/2"'b x 6" "J" BOLTS PRECAST LINTEL (wi (1) #5 CONl FOR OPENINGS GREA 1ER n1M~ 6'-0". SEE PLANS FOR ADDITIONAL REQU:RED REiNF,) CaNT. WOOD TRIM _./ r'" I-~L - \ -- -11/ ~ Y I I ------ALUM 'M~mOW : /-CAULK (i) EA. WINDOW I , PRECAST CONC SILL J 4f[ <J tl <J ~E<: --_ ~__u______ ------------------ JAM&I - I [J '; 2"x8" P. T. WOOD iYPICAL C-;ARA~r~ DOOR R~CZSS DOOR AND CONNECnON PER GARAGE DOOR MANUFACTURER TYPICAL. c:;ARA6~ DOOR TRACK MOUNTING DeTAIL. SCALE: .3' :=l-r::o" ~ "s" MORTAr~ TYPICAL.. SSCTION THRU WINDOW ,~ ".I! 7 ------ ....---....,..-- --,'- - -.. "~~.a'I.b.- ,,,.... ...... SCALE: .3/4"=1'-0" ecAL!':, N.T~. TJ1. Of: ~ I - J .s C.M.U. ~"F r : : -DOUBLE 2"x4- P.T. S1lJD L_.. r p,., T ~ (, L lJ -r IT :__.~ 1/2- x 6" nJ- BOLT JlIEt' I r, ..---2-x4" P,T. PLATE I '1' Y I :. _~_<I ~~' 1 '. ^ ----l . II . f\ t.~:-.~ - ~>-r:-- --:.~ ; ~ :;~~~~~ /, /, /" /, /, /, /. i=RAME WALL TO C.M.U. WAL.L CONNeCTION W'NF , l ~_ / J-- '~'- ti~~~----:,--.~~t--'~.--~~.--= i~~~~~1'-J 1/1' "'~ d . 'Ykf~~--77~~ -'7) >f.LX.L/ '- 'J~~<"0/~~~ ~ "",-Y N01T. (2) #5 CO~ r. j/)>Y/');//)r,'i)j/ HILll-'1/2"1ll K'MCK BOLT iI '.vI 4 J/4- (M8ECMENT MAY NOTE: 8" I " - 4" 8" BE U~ED iN UEU Cf"' ANCHCR SEE rWiCAL BEAPING WALL @ STlP;( .(- BOLTS. FOR ADDITIGNAL INFORMA TlON TYPICAL INr::RIOR SE;;ARING Uh\LL :fZ'\1 c..r_ ^LE.. 3/4":1'_'1'1' " '5;:1. ) 'oJ ,1-0 I&' SC.L".LE: ~/41\:1'-01\ ~J 2500 PSI- CONC SLAB 6X6 Wl. 4XW1.4 WWF OR FIGERMESH (1) #5 VER T. IN FllI_ CELLS l.Ll ----- (SEE FOUNDA TION PLAN & NOTES) .u z __ ::i cr 4 "x4" IN SPEC nON POR fAT ':0 U) ________ EACH FILL CELL TYPICAL N 0.. <'{ .-J -t- fI LOAD Bt:ARING CR- EXTERIOR WALL ...~ ep ELEV 100'- 0" TOP OF SLAB 6 .~J NOtE: ~. ,I FILL ALL CELLS BELCW GRADE 'M1EN ~ 'M~EN SIT~ WALL IS (,REA TER TIiAN ~ I 24" 81) T LESS n1AN 40" ABOVE GRADE --"-t- #5 CON T. ,{ ,'- 4- TYPICAL WAL.L SECTION ~ v Ill" ..c.4il - SCAle: 3/4" -1'-0" t-- C~":J ~ ~ <9" 10d "5 REINFORCING BAR-\ . NOTI: PLA TE LENGTHS MUST BE A r LEAST 8'-0" LONG. TYP AL , j ~ ~5 STD. ~@. HOCK ~_.~""r- .,..--..." ._--~ -:-r---:: -1r-r TOP PLAtE SPLICE DETAIL SCALE:ll/1"sl'-0'1 \.",_.~,..",...__w.. ...._'_ _....___ ~ ~ RECESS FOR s.G.D.~AR" _ . WWF ~ - .: z-yr L -~ .:. j _ - -1-- - -if"- - -...-.- - - -"J ~ ~_: o. 'r--^ -~. '-/~,/ .' ~ ~ (- .; - -A - - - . - ~ -.. ~/~ '/ ,r, - ~ - ~>>~~~lx:tr/~~,: ~"~~/1$f" ~. / ~ / /A"'0<\~:<' / , (2) #5 CaNT.' /,-",", ",,-" "1" . 4" 1'-4" 8" { ,-----{ TOP PLATJ 2":<4" STUDS it 16" ole SLAB STEP <t R~CESo 2"x4" STUD 6 16" ole ~ . jWWF 1"/ (1) #5 CONf 4" a" - .-( 2"x4" P.T" PLAT~ {J)J..t"= . ---- ---- -0+-- - - - --- . iYPICA~. THICKE;NED SLAB ED6E rD_ i SCAL.E: 3~1,,1'_e;" ~ I TYPICAL. INTERIOR NON...eeARING 5CALE: }~":1'-0:' "1"~ .'V.. ..--4 --r- -- 2.x4- STUDS @ 16" Ole NOTCH LINTEl .M-iERE REQU:RED \ FeR CONCRE1I PLACEMENT E-CONC. BOND BEAM wi (1) #5 . D, -~[~'_':-L-.:.~~_[~l ~}_ . '.J3- 1r )~T-~'~'-S:D,~~.df~:~K~ E~' -J ~ Lpr-<.EU,-ST lIN1EL wi (1) #5 CONT. ~I Jt ~J.., ~111 (LJSLESS NOTED Oft-ir:Rf,'SE) Iti TT11 +1, r 1 OPENING r~ .l.p- .1 II I ~! fir -1 J ~ "CLEO CELL W/ (1) #5 >1:RnUL-1f I~I } 2S" M;N.J:-_~___/ I I I_~._-_._------._----_.-----------_--L.___.___~ ~~('r"'--.~,".""~T.,~~----:--~r""'''''_.~':~..:..j. . .. &.........J ~'5 REINFORCING eAR '\ . ~~AF:'_,~-1.!~g WINDO' PC CONC. SIL.L C.M.U. r 22:.J.<'~clAP---r ,,---- ~-_. -- -.---.-- -- --.-.. -~. ..-. -~.- --" ~~_.......~__..;..."""oI'-'-"" ..."".... ._^....Joo.__......_ *""---...-.-::r------~~~ I ...\:p OR~:~RCING ~AR #5 VERT. I.~ FILL CELL ,s3 4 ,sA bAh:l S~l.IC~ ~"'<L.III' ~ '--.e:..c.-.....r-_.. ..--... . t:iO~ CD Fill. LINTEL A~D ALL CELLS ABOVE liNTEL. o \I(RIFY THA T .ALL REINFORCEMENT HAS BEEN PLACED PROPERLY. PT WINDOW BUCK A Tr AC~~ED WI 8d NAILS ~ 8" o.c. MAX AND PL 2000 OR EQUAL GLUE , J6" ";~. LAP------r ~ ~t.:;,;r-",:...:\.;-7,;,""....r.'~-.: :c~-.7.:"'"-,..- :.-.0-:::-';-0' r.- xx, ~. I ...._ "'...... ..... ........ ....--.A...... ~ REi~FORCING BAR -I Yt-""IC ^ L_ I !'" i..,....dl 'C-I" -M:::::tLY ~" __ ~. i '" I t=~.. 1-\ y C:='l I ;.,...; ~=~~~~~0ffi ecAlEr N.T~. ~ st6 LAP ~L.rc~ ~'---J --~- .~~--.... - ~.l:: SIMPSON SP1 @ GOTfO, , & SIMPSON SP2 @ TOP PLATE - 2" x 4" S ru D @ 1 6" 0 I C 1 12"~x8" ANCHOR BOL T @ J I( Olc wi 2"~x3/16" PLA IT WASHt.r-< TYPICAL SIMPSON SP2 .. ( TYP.) -- --- ---- ~-- 2-$IMPSON LSTi\18 .. SEE UPLlf=T SC~~:::DULE FOR UPLIFT COi'<NECTIONS l i'. , 16d NAILS @~ 16" o/e rrP. 2-RONS l6d NAILS STAGGERED a 16" o/e EACH FACe: OR J-f\C""'S '6d NAILS STACC.t:RED tl 16" Ole FOR 2'xl0" CR GREA fER HEAC~R SIMPSON SP2 CONNECTeR DOUBLE HEADER w/ , /2" Fll TCH PLA It 2-d" STUDS Tyr=>o 2"x4" STUDS 0 16" O/C SINGLE 2-x4" CRIPPLE $T1)D TYPICAL (S!~PSCN HD2A VI 5/8''-' HIL TI K'.JIK BlJL T J/ ANCH8R VI 6' D1l3EDM[NT UNO, o ~ P. T. 80 T. Pl..A rE o/)~? .... ~/~~ ~ (1) #5 VCR T. IN FILL CELLS --~. [..1 (SEE FOUNDA TION PLAN & NOTES) ~ q LJ- __'-<- 4"x4" INSPEC nON paR fAr ~ ~F) l= I EACH FILL CELL TYPICAL -=-~ I _ .:J..- -:cr --r: 2 ~ ~I 6x6 W1.l'txW1.4 WW~ . ~! ""1' 0- OR FIBERMESH--.l_ .-'1 6 MIL VAPOR 8ARRIEf~ ~'\ <,( ~ ~. ,,~~ .91~ '" "1" c.. .'" ^y/.... " ~12 CLEAN POISONED AND COMPo /: :V-~~" ~---{ SOIL. (COMPACTED TO. 95% MODIFlE~/)~,>~'" STD. 90' HOOK PROCTOR ASTM 0155-.') I (S[E DETAIL) \ 4" I 1'-4" ,( -( (2) ROWS OF 2x BLOCKING AT TH:RD POIN TS H~AO~R O~iA[L NOTE: Hi TI 1/2-</J nV1CK GOL T II \V 8M MIN. EMl3EDMEN T Mi\ Y E:~ USED IN LIEU OF ANCHOf~ GOL TS. · UPLIFT CONNECTIONS REQU'f~ED AT LOAD BEARING WA~LS I , TO THE BEST OF THE ENGI~EER'S KNONLEDCF: AND BEliEF, 1H[ S TRUCil.JRAL PLANS AND SPECFiCA no,,,, 5 CO.APL Y 'M TH TH[ STANDARD BUiLDING CODE, SECTION 1205 FOR 1ea rnph 't.WD lONE (1991 EDI nON), r' /2",",x8" ANCHOR BOLT 'j} a 4" o/e w/ 2"~.d/16M PLATt: '\'YASHER TYPICAL OR SIMPSON MAS MUDSILL ANCHOR @ 48" O/C '\Iv/ 6- 10d x 1 1/2" " /WWF ~ .0-"-1' I I' L ~"'r ."<TJ t ---'$ -----.-;--->->--1 r) -.. t . . I .... A :r-~7:'"7'1 ~ '~I J t-...:-----=~-=-:.:-- ~'- 'J A' A ~. / ~'((/., J 1/2" MiN. 1 (3 1/2" M:N >~~~ ( · ~ >'\ '\0/:t,;/t~:~Y,/~7~ ~. . ~ / }r~~/' /" (2) #5 CON. 4" 1'-4" 8" ..f-.( .(--( oimpe;cn Streng.. 'n e MA82~ . THIS eRA'MNG AND DESIGN 1$ VALID FOR 12 MGNn~s AFTER T,,[ DA TE IT IS SIGNED AND SEACED, , SIGNED AND SEALED FOR THE STRUCTURAL PORT:W CF THIS DRAWING ONLY. SIMPSON ",. . . ~ . 1 ,-.. 1./- a_I:; ,-- ~ --~- - . --_._.10'----.-9 10 ~rJ D ANSCO ~'.1 ;) ENGINEERING, f..) A" F.o. eox 3~\6 - AFOLLO er-Aa-~ - FLtX<JDA - .3~12 r=1-iCl'J.E .. (8\3) 64a (l)1bb F,,\X - (813) 6-0 64~ AL TE;RNAiE MONOLliHIC. ;::OOTIN(:" iYPIC"~L 8k;ARIN6 WAL.L '@ STEP ....... ~: --1- .. '-- '. ------- SU~ll'I":R HILL DUILDEUS OCALt: NOTED 1 DATE 1113/0.1) __ISLAND \)' \~f.> SEe-nONS, DETAILS, NOTES SCALE: 3~1\,,1'-0" -- 'DRAtl.N - eK,t.~ FILE = 120SSTD2 SCALE: I/"':l'_~'l 950779 62 -------~-- -I -- I -. . ~> 4'~' . - ['n -~ .:-; \I) , "'.i.. . .. . (\J (\J c: ~ r:: =-' Ul M r.."' J-- fn Co" (\J -, ,., ~ (.1 /. r.) - .( B .- .:) ,1; .--" II:: ~: ",- .' -.. _.;...'_;:;t..-. ' I' . muoo OP..AC~~'~:..31-AP D~AIj.. SEE STRUCTURAL NOlES AND NAILING \ SCHEDULE FOR SHEA THING DETAIL TOP CO:D 8lflKING fOR flHsr fOUJHOWS --;--- OF TRUSSES I) EDCES OF SHEA nm~G TYPICAL-/ t I SECTION @ --.-- --------- OC^U:' )/....I'.~ ~~ i -{ -- 2"x4" BLOCKING @ 48" o/e-"" "L" f31~ACE- ATTACHED WI 10d NAILS 4 ~ 4'" Ole TYPICAL j GABLE lHUSS WEn OOUBLt1 "l..." BRACINCs DfJT AIL.. _SE:CTIOii{~ ~. I t.<,..I"tZ> 63 .~ 2"x4~ BLOCKING @ 48" "L" BRACE , ATTACHED w/ 10d NAILS 10 4" o/e TYPICAL -~~ GABLE THUSS W'(f3 7 elN6Ln ilL." 6RAClNU Dt3T AIL _~E~TION _~~ 00CJ0U. I ~"ol'"O~ - . , .;............,'~~-. __..,.~_ _.........L_~~_. -:-.. "SC([ r'll -~i7 . 0 LJ.J - - - - - - - - - -- -- - \~ - - ! - ------ - - - ./ ., 1"'- . ~ .- - - - . 0 t "'- I ~ 1 C) .::li "'- ~ ......... - - - - - - -- ~ - - - ,- ,- x - - - - .-- - - - i "-. 0 - - .... - C) ~ ! >- .- -- - - - - I x ~ / C) .::li I ~ ~ - - - -' i - - - ,/ - - - - ..- x - - - - -- r- - - - / . - - - - 0 ...... I / I x ~ -, C) .1 1/ ~ ----- - - - - 1 1 - - - - - - - - - x - - -- - r- - - - 7( I 0 T - - - w ~:N:lJl:U 2.x4" CROSS eRACit~G (SEE PLAN FW LOCA llONS) C) L Ld n.. L -'>. {2) )6d PER JO:NT - I 1 rr-l WTINU()JS BOnGIA CORD BRACING 1"x." l./iN. NOTE: ,) SEE TRUSS VANUFACTlJRER'S lRUSS F ~1(;!NUR!~C CUT SHEETS FOR A[)OITiONAL PERMAN[N r QRACiNG THA T 'AY BE REQlmCO 2) "r 8R ACING !-i ^ Y pt: usro I~~ PLACE" GF PEf\1J AN[N r BRACING PRO~DEO I r EX TtNOS O'v'ER AT L[AS r ']07. or n,E '/."lB. r"'!/NIM'tS1 ~~.."1.tN~~r t:-:I...'ty) e:-~~IN~. P~\l, .~__ SCALE: N.T.S. SC^lE: J/4'=1'-O' CR~o~~r~lU D0~~ SCALl: Jlf =1'-0. SEE STf~UeTURAL NOTES AND NAILING SCHEDULE For~ SHEA THING DETAil \ BACr<NAIL wi (2) l6d NAILS 1 / r2"x/t" OUfLOOKEf~ @ 24" Ole R~ - ..r-~j--~.~ rap COHO BlOCK,NG fOil fiRST fOUR ROWS J ~ ~ OF TRUSSES 0 EDGES OF SHEA n11~iG TYP:UL I · I SIMPSOf' H2.5 OR EQUAL : @ EA 0 TlOOKER I 21" ').AX. I, --- I I r"L" BRACE TO EXTnm A T LEAST ~ 90% OF WEB LENGTH (SEE T/\GLE) l I ' I 1 . : V.CAGLE TRUSS I. ~SHEA TI1/NG -\ I P/ A nACHED W/ 10d NAILS 0 6. o/e : I EDGES ~NO 12" Ole FIELD \-- _ ; rSIMPSON HE r A20 OR EQUAL ~^L d\- .: / @ 6'-0" Ole fYPICAL ------ r- I,il l GYPSUM W!\LL GOAf~D./-/ ~t~~_'='! 2"x6" P.T. S!LL~ / 1-0 1/2"rtJ ANCHOR BOL T @ ,w" o/e.../.~ : L -1 __ _r~ - '__ _?E(:T.I_QtLN OCALE. 3/4'"1'-<,D8 OACKNAIL wi (2) 16d NAilS 2":<4" OUTLOOKER @ 24" O/C 2"x.f' PANEL f3LOCKING @ 48' O/C For~ THE Flf<S T (4) f~OWS OF mUSSES FHOM EA. END TYP, GOnOM COf<D A TT ACHED wi (2) l6-d TOENAILS t-~ --~ 'f- filL CElL\ STD. 90' HOOK jBOND 1r ~ '~~]- ~.~.~;,_.] . .. ... [~J_~J,.~.J~] _I_'_~"'.J -~.=-~.,., - .r=-=JI~-- ! I ~ I~l-~~~- .~]~- -1'~J _=l~ FN:;J/\n< l~L- 11'-0" M^X. BAR . IJ) loll CY- -'( > . CON T. #5 l3Af~- STD. O' HOOK-~. ._ I! , I I ._..[~~-:-..~~ l_='-~J~= = 'I I ._.,__ _t ____.___~,. ____~~I- ~-~J~_.__ i'--~'. '-J~~~~l~- " ----- !:'--'~--Jl~ 'J"t--"--'- ,---- ___ 1_.____ 1___ CY I, ' (1 II:" JAC () . yo . n u .1' J: -) CY IL' . , J: 0-: 0 U #5 CON r FROM FOUNDATION TO HIGHES r BOND BEAM seND et!~\M 5Tt!~ UP~I~j CQN~1::C1.IO!\!9 - HIP P:r:<At1IN~ . USE SIMPSON E TA20 (OR BETTF::R) CONNECTORS (OR EQUAL) o MASONRY OR SIMPSON H5 (OR EQU/\L) CONNECTORS 0 FRAME WALLS . ~ rv- ..... OC-.i\-LE. ~>>.I'-'" ! -j "Ill>.. dj~~ . - 1 ~------...._---- :;;:'-_'___.'T-':-~-::-;::;';_=---:" ~~---====..-~:r:r..-:--=-~~-.-=-':~~-" --::..:~~-:--.-=-:.::.";;-:;.-_~~~_::.;..-=--=::...~ ,::-:.. -..-:'-:" ::.;..:::~-:;=:- ~.'.-:'::: - GACKNAIL W/ (2) 16d NAILS 3/8"~x2 1/2" LAG BOLTS @ 24" o/e TYP, CAST - CRETE PRECAST LINTEL SAFE LOAD TABLE -==--=---LENGtli=------sAfE -LOAD --'=--POONDS-P-[R:~(-;R rcor-'- -.- --- UNflll[D fILLF.O 4::0~_(~.tF'Ki:C~~T l,!j)~__ ~.C(8--=- 4"-6' (~q f'f,i:CASr 1,&0 4,el~ --~.:4-.-t&4.f\'f.i.CASr-- --'-,5/5 ~]H._- -~.::O"-(t;4'fF'J.'(cAST- 1)45-- --(/.,~---- --6':"6'-(78') pf<'(CASr- --,~~,(,~---- ---J,;(,') ---- -- r--=6'})Q') -mCAST '.~~:J--- 7.h~1------ _g~.<0'7'l~~'l-'(cAS~ _ ~--,-,Ol~ --== "'-,) 41=--=--= __'O::6:_()7S') PRlCAST._ In___ _._._1.3" ____,1.'.:'~_1'~.)_~~_CAST__ _.m1.___ __1,4eJ.-=.~_~-~ 11'-0' (144') f~'lCASr 7~.o I I,JC( -i3:~~I-50J}'fI'(C~S!== ---6~1 -f~-;'018.=-=-~..~ 14"-0' (1~81P'r.,(CAST ~"5 90'1 _~4~8~(1;5'tf-r;'[Sffi(S~iD= ====~3 --.= -- _U(l-=== 1~'-4' (1M') Pf'1Sn.'(S~D 5.10 I 1)!Q ~f:(.-U0ll'ff'HS;P(~~~O" ,'",,-7 -- ----:/11 ---.--- =19.':-?-~(m'LPP[SrRfS10_ =--_7e9~j~'==.P,~ J==~~: _2'~4:j'~')!~,(SMS<JO_ 2"3 __~ ,~J'1___ ~.:~~~~g:?:::~~.~ __ -~~=;~ .._. r=-:=~:; _-~ ~ "Oo\{ 1~;fOl'IJA:1CN 1<; (\...'10 ~ C"''iT - (;.f if (HcP Cl)o'P) URAf.O L,/.rll~ ~ [1"',10 CN THTS ((iNf)\J(,lTD flY 'Mf.sfR f [<((.rH. f' E. ~ rJ.'TCA';T li"l:flS lAA'( [I( SUPPt.:LD BY C....,T U'l n: Ot< O~(R OUIL8,1:C C:X,( Ai'i'l\O,': D f'f;'(CASr lAA.'MACT1.i?(RS_ PR(-[NGlkEERED WOOD TRUSSf.S-\Q~l~~A_~.!..Rl)SS_ BR!C!~G _ " ) 1 AT LEAST O~.( TRUSS 6 O\iU<LM II t ~"CEn-r----- t= t--cfl-\- rl I \-WN:MU" (2) 12d PER JO.NI\ i IUI,lAUI.4 t"d. muss ORAClkG :1 ~ -:l\.sIMPsON H2.5 OR EQUAL : @ EA au TLOOKER I I 2"x4" PANEL BLOCKING @ 48" o/e ' FOH THE FIHST (4) ROWS OF Tf<USSES ~ : r"L" Of<ACE TO EXTEND A T LEAST FROM EA. END TYP, GO frOM COf~D /. 90% OF \VEG LENG TH (SEE T AE3LE) ATTACHED wi (2) 16-d TOEN^ILS I )l ~t ___ l . -1 /CAGlE muss GYPSUM W^LL BO^RD~ / : ~-SH[^ rHING 2" 4" LCDGEH (MA TCH BOTTOM . I A TrACHED w/ 10d NAILS 0 6" o/e CHor~ox SLOPE OF ADJACOH : EDGES ~ND 12" o/e FiELD SCISSOH TRUSS) } I , rSIMPSOt;J HETA20 OR EOUAl · fi- : / @ 6'-0" o/e TYPICAL / J!jj 2"x6" P.T. SILL-.I /.'-j-r 1 /2"~ ANCHor~ E30L T @ -18" O/C"'/ J__1 -r:,~.=:r - 20'-0" MAX 20'-0" MAX f--;:~I~~Cf s[EDW'l \ -r--. - r<ONTINUOU;fOfTW CORD BRACING ,.x,' ~::j J_ -'r.. ~~J. . 01x 0- _I ~ c: 'r ~. ~~l -:!1 Co") 'C.:l I .:5 , j _>r'll co 0 -'C I CI - _.r.... :~J --. -1' 01>< . I -1.: '2: '-t- ~ i- --, 81 I -----, L TOP ,'i. 80TTW CORD Gld3LE END BRACING 0 4'-0' o/e MAX FeR F1RSf (4) ROH$ Cf musses I t"'i-,...- .... if, 1 '- r2"X4- OUTlOOKER @ 24" o/e w/ (2) l2d PER J01Nf ----r . I I 2"x' .. RUNNERS I I I 12. MAX. I -- I I I ~ -- -. -. " AI.,.. it~:RNA'tr: i'ICN-D~~O~ 6A8L~ ~NO OeiAIL _._'---- -SCALE: 1/4',.1'-0'- ABLE TRUSS 12 .<;7 r.--- "L" BRACE WI 10J @ 4" Ole (SEE SCHEDULE f-or~ SIZE ND LOCATION) I I + I 1 2"x4" LEDGER TO MATCH GO nOI-A CHORD SLCPE OF SCISSor~ TfWSS AT f ACH TO \-'lEBS V,1 TH CLUS rEf~S OF (4) 10d NAILS I. . I , '. ' r- ~. ~ ~.....! -- ~-- I.~---- -]It I --- . . .............-..-...... --..---- ':.~:-------- . -.~I--i.:::::::-~- , --1--.....___'="::-::-.~_ ~::::::::.::::::: ::~. ~:::::::::::::::::::::: :Ji:::::::-. ::::::::::::: 1j'fr: ::::::-:::::::::::: ::jJ::::::::: :::::::::: ::::f 1.: :-:: :::::: :::::::::: ::~[':::::: ::::::':.:':.:':. :~:.:.: .:.:.:.:.:.:.:.:':. r.:.:.:.:.:,:.:.:. :1'~':-:-:-:':-:-:::-:-:-:-: .i':':':-:-:-:-:::':-:- :~\.:.:-:-:.:- :~=:~~-I . . . . . . , , . . '1' . . . . , . . . . . . '1" . . . . . . . . . .. ....,.".... ............ if . . . . , , . , . . ,. .......,..... ~ . . . . . . . , , . . . jl~ . . . . . . . . . . . .:. . . . , . . . . . " :.............,..'..'...... I . . . . . '1 , ~ :.J . . . , Of ' . . . . , . . . " ."...,.".. ........",.,............,.,...,...... " . . . . . I . . !i.~-..~ _~=r-.-~-~=ii --~ .J[~~~r -L- <~ll~.-~~-lr.--.-~lr~~ ~~-~-I~~,JL_-~r~.J:.-"-~:i.'.'.'."'. ...: I J . . - . ... .,,... . p -. . " .... I .1 ,.j"'~ir.--Jl.,"~y~ J~~1I <---Y. ~ - {-.J'~~i(~~- "-m--r---- L~,I--.~J-.," 'I..~J ~... ".u " . . CONT. BEARING I I I .. ~!SS.~?~lAt2~u.;NJ? BRACINc-"LP-.Fi AI~ I I )- I I SC^U::: J/'{" =- i ~O" WIND speED 1 00 MPH, MEAN WALL HEIGH r UP TO 30'-0" TRUSS . 12 r--- ~-1 "L" BRACE W/ 10d @ 4" O/C (SEE SCHEDULE FOR SIZE NO LOCATION) ~ : -: -: . : . : . . . :- : . : -: -: ;~ . :- :- : -: . :- : . :- : -: -: -: -:~,:- :- :- :-. '-:.:-:-:-::- F'I': :':':':':','~':':':':'~:':':':':':':':':': '1: . . :- :-:- :-:-:- : . :- : ' : : : H ' I .' : : : : : . . : , . : . r : . . : . ' : : : . . : , . : . r: : : . . : : : : . . . . J. . : : . ' : . . : , . .' : , .: :......:........,'::.. ~ . : . . . '. ......,.....,.....::... t' j~. . 'it. . . . . . . . . . . .,'. . . . . , . . . . , . I" . . . . , . . , . . . u . . . . , . . . . . . .1. . . . , . . . . . . , . , . . . . . . . . . . . . , . . . . . .....'.. ...... ._:....~ 'Ir~:~' .~:~. '.:_~ ~~~jl;'_:~'~" '..~ ':~~JL. ._':~:'~, ':'~':'l:: :.~'=" .,...::..:......:.. ,[..'.'::... '....: ,'-li-.....,.:....:,.,.:.' if,...,.....,.::.'..:.l:..:.......'.......' .ll.........:.'..,.:.'.. .ir.'.......:..........,..~......,..... !! ____J._ _____ _J ~. - _JC-r .-~Il <~~-'~"r'''~' ,~~- !"~" ',~.,-, ,-,..< I~.., 'l".'.' '- - ..;i . ...' . . - .'-.-----u.---r----.J _..JI_____J ,I L JI I Ii . I .1 =L-J--.~I~"'~.~~(~~~-,.~.~~[.-~-~~r.'~"~'.T'<~P' ~.. : . "- - '~II. -.J=.~~~~ - C~~T. 11~E:R1~ G ~ ..~~-~'~ir..~,Lu.-~, II.~.-I.,-~ ~f.,.-~~T-,-l.",.,f' ,.. .I, <.. ... I,. ~~Q1._-t:Li~NQJ~r:<ACINC~ Df,!i Alb WiND SPEED 100 MPH, MEAN WALL HEIGH T UP TO 30'-0" SC I'lL C;J74 ~l'"=""o" & Rr'llr,m 01/71 /<)S I " ------l _.____.....0..-_____., IILII BRACING REQUIREMENTS , TO TIle O(ST (F ni( (NCIN[(~'S )(/1(;'11\.[0(.( "''''0 DO;(F', n,[ S rRUC fUR"'l PL"'NS "'NO sPfClflt:... nn.." U~PL '( Wi ni t1-<( STANDARD 8U1lD,Nt; COC€, ~Cn0N 120~ fel( 100 rf\pI': ''"''NO lONE (I~91 [()l nON). , ~IS CRA'MNG AND CfSlO-4 IS YAUO fOR 12 I.A0NTIiS AfTtR ~( CAf( IT IS SiGNED "-'10 S["'L(O, SIGNfO AND SE"'IED fOR tl-i( SrRUCrvR"'L p~nON Of" nns CR....tw'lNt; IJJl Y. JD)'Q'~.. ):J D ANSC() l.. & ENGINEERING, P A. ~ p.o, eox ~~16 .. APOLLO OSACH - FLCP;DA - 3J::'-12 . F1-~E .. (813) 64:> ~l66 PAX .. (G13) 64~ 64'::'J ~ L r=-:---------- OCALE}JorED ISLAND JD ?jJ.lj~_J~~~~v\ DATE tn3m __ .-;It;,~,\,~~=~ TRUSS BRACING DEl AILS AND NOTSS I 950779 ____I-~_=__ ~))~_~ MUST EX TEND A r LEAS T 90/~ OF WEB LENG TH SU~I~IER IIILL BUILDEUS S1UD NO (I) 2')(4" (2) 2")(4. (2) 2").6" SP AC:NG "L. 8f<ACE "l' GRACE "L" BRAC{ OLIO BRACE ---- 16" 0'0' - 4' (.. 4'-5. - 8'_0. 8'-0. - , 2' -0" 12'-0" - 16'-0" -J ---- - - - 24 ' 0'-0" - 4'-0. f -0. - 7'- o. 7'-0' - 10'-0" 10'-0. - 1 f-O. NOTE: L Y' GRACE