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<br /> <br />I <br /> <br />I:? -0" <br /> <br />( IN PROCESS I <br />I LATEST DATE: REVlSION DATE : I DESCRIPTJON : <br />I <br /> , <br /> i <br /> 09/24/03 i <br /> , <br /> I <br /> I <br /> <br />'\ <br /> <br />1< <br /> <br />2 7 / - 1 0 // <br /> <br />~ 1 0 I 1 0 II ~ <br /> <br />) <br /> <br />I <br /> <br />~ <br /> <br /> ~ <br /> I"- / <br /> r><: <br /> L <br /> I>< <br /> - <br /> 0 ..q- I <br /> \ <br /> - I D< <br /> - <br /> - l.L. <br /> >< <br /> I 1/ :?[ -2'1 <br /> / / 'u <br /> >< <br /> ~ r- <br /> l <br /> - Ln <br /> 0 l- <br /> I -b X1 <br /> ';C\ <br /> \" <br /> :::, ;;:- <br /> >< <br /> LIl <br /> I <br /> 0 ..q- <br /> , I- <br /> - u.. <br /> G\ <br /> f7 <br />Xi 2 H~fR ~Y OfH~R5 FT2 <br /> fOR f H!;ADfR 9 i_I'I <br /> I'\. <br /> l FT2 <br /> - <br /> >< <br /> I i <br /> C1 I <br /> .-i <br /> r--i +- ~ <br /> I u.. <br /> 1 <br /> , <br /> I <br /> I <br /> ~x.6 header5 b~ othre5 ~ FGl <br /> ~ '" <br /> '- 2Xl2 NAJ~fD AND BO~ 1ft:! fO uiRt7fR and HPN, <br /> ~f ;\t(CH [5 P Me :? <br /> 1/ 6'-10'1 :/ 8'-0' / 6'-10' j <br />/ / /: / <br /> i <br /> i <br /> V '" <br /> <br />n <br /> <br /> ~~ <br /> I.() <br />Itl a~ j <br />C'~ <br /> €JcJ <br />- ~~ <br />0 <br />\ <br />CD <br /> <br /> <br />6 <br /> <br />C2 TRUSS <br />TYPE <br />21'-8'1 <br /> <br /> <br />2X6 TOP ~ BOT. RIBBON <br />~ 3/4' PLY-WOOD <br />TYPICAL AT EXT. ERG'S <br />BY OTHERS. <br />3/4' DECKING <br />SYM-42 FLOOR TRUSSES <br /> <br /> <br />(lJ <br />::::;: <br />~ <br />"- ~ <br />CO ~ <br /> I <br />1/ - 4 - 1 2 Ln <br /> "- <br /> ~ <br /> ~ <br /> <br /> <br />PRECUT STUD <br />WALLS <br /> <br />1/ ~5~3 <br /> <br />TRUSS IS HELD IN 2-1/4' <br />FOR BLOCKING ~ PLY-WOOD <br />BY OTHERS <br />\ <br /> <br />BLOCK SOLID <br />BY OTHERS <br /> <br />TOP @ 12'-1-0 <br /> <br />REfER TO HlB-91 <br />TtI4$ Mi ~ tis.. 'tl!. ~~ <br />T'i:tls J:ne ~G" srfs ~Jtrs.:,t;n <br /> <br />12 <br />6~ <br /> <br />N <br /> <br />n W <br /> ~::- .., ~ <br />LJ ~ <br /> ~ roc <br />LJ ~ <br /> ~ <br />11 ~ OC <br /> q ~ <br />LJ 0 <br /> \J -:-: =~] <N <br /> 0 <br /> \ <br /> 0 N <br /> T '($;) <br /> 11)61 <br /> ~w w <br /> ;e <br /> <t ,01 co '0 <br /> :z0 <br /> 0 <till <2( <br /> tL a:t .,; <br /> 0:. <br /> t5~ <br /> !t.'"'- :z -.. <br /> U C2~ <br /> ~ o~ !:Jik- <br /> -l0) 2:0- <br /> [50 <br /> U) ll.'- os <br /> OC , I 1H~ <br /> - IX ~ c..~ <br /> 0 Z lU u<t 0;::::: <br /> \ <tLL t3t <br /> N q ill ~ I:E <br /> N Z W 11) es~ <br /> 111 'T iSc <br /> a~ 0 ct ~, <br /> .. >- <br /> 8~ <br /> -l~ to :~ <br /> ill -lw ill ~'" <br /> 0- F=:'c: <br /> Q..~ ~if <br /> <tli) <.t;; <br /> "'> <br /> ''T 15 2' <br /> V\~ <br /> ~~ w_ <br /> DV <br /> o.~ <br /> ~" :ii:? <br /> '>t~ ~~ <br /> ~~ z.;- <br /> ;iOO <br /> X I ~~ <br /> OW OJ'?- <br /> 1117- ws. <br /> ~( <br /> -(5 ~' <br /> Q:t <br /> lLl.L <br /> <br /> <br /> 2X4 TOP RIBBON ...... <br />"- 8< 3/4' PLY-WOOD W <br />CO TYPICAL AT INT. BRG1 S <br /> BY OTHERS, <br />1 1 <br /> I~ 2 5 I 8 1/ ~~ 13/ ~ <br /> 1<= 381 811 ~ <br /> <br /> <br /> <br />=r \ <br />~L <br /> <br />DETAIL AA <br /> <br />SCALE 3/ 16// <br /> <br />1 / 0 II <br /> <br /> <br />~ <br />.1 <br />- <br />=-- <br /> <br /> <br /> <br />TRUSS IS HELD IN 2-1/4' <br />FOR BLOCKING & PLY-WOOD <br />BY OTHERS <br />\ <br />1-5-l <br />BRG. TOP @ 81 <br /> <br /> <br />- [ <br />~! <br />\ <br /> <br /> <br />BRG, BY OTHERS <br />TOP @ 17-5-14 <br /> <br />.--- <br /> <br /> <br />N <br /> <br />r <br />~ <br />~ rd:rd: ~~rd:~ cai: <br />@ ~~ @~(1))~ ,~ <br />CJ <br />[? '"" <br />~ <:fl1J';. <;? @ <br />@Vcw IJ';.? @ <br />1i':>?@(Jo :w <br />d ~~ <;?~~Ii@ ~ <br />2) <br />@ <br />cD <br />~ @@ <br />@ ~~ = <br />== i!!l ~ <br />~~ <br /> == @~ 8 <br />~ dlc::!l ~~ ~ <br />~[€S =@5 dJ <br />@@ ~~ @ <br />~ @@ dJ@ [!!J <br />dl~ ~@5~~ '" <br />.='J <br />@5 [!),' .~g~ ::il <br />f?r2l f?@1? !? <br />~ (!))8 @ 8@ @ <br />?@'1 IP@'J~@ !? <br />'- - ~ <br /> <br />>-. <br />D <br /> <br /> SIMPSON <br />TRUSS JOINT UPL 1FT CONN. FASTENERSu <br />rrPE LOCA T ION (L6S) CONNECTION QTY. CAPACITY PER CONN. <br />A36 LEFT 1023 +--110 2 1100 32-8d X IV2' <br /> RIGHT 1023 HI0 2 1100 32-8d X IV;?" <br />NOTE: ALL OTHER TF<U5S 6RG. CONNECTIONS ARE SiMPSON MET A2e! OR EQUAL <br /> FOR MA60NRY: 5lMP60N H10 FOR FRAME: 4 Hue2~ FOR !-tUNC:; TRue5Ee <br /> ON GIRDERS UNLESS OTHERWISE NOTED. <br /> TH-EOE TRuee UPLIFT VALUEe ARE LEse THAN CONNECTION CAPACITy. <br />MAeOl\lRY META20 I lS0@ 14-10d X 1V2' <br />TIMBER HIe! I 85e! 1~ -8d X lV2 'J <br />!-lUNG !-tue2~ 1 12~ 20-10d x 3' <br /> <br />t? 5P AN fRU55f5 fOP CORD eX51f.Nt?fD <br />fOR fOP CORD fO BfAR ON fOP Of W!i-~ <br />fl~L-t? fO ~iM Df/RIN0i sout?, <br /> <br />0i~R5 BY O-r~R5 <br /> <br />4' -0-0 <br /> <br />1-9-10 <br /> <br /> <br /> <br />BRG. TOP @ 12/ <br />BY OTHERS <br /> <br />1 <br /> <br />~ <br /> <br />21'-8'1 <br /> <br />~ <br /> <br />0- <br />::x: <br /> <br />.:&: <br />Q) <br /><1> <br />-0 <br />o <br />..- <br />::Jl <br /><< <br /> <br />\e <br /> <br />121 <br /> <br />.+ <br /> <br />51 <br /> <br />.... <br />o <br />- <br /> <br /> U6P <br />TRUSS JOINT UPLIFT CONN. PAS TENERe.. <br />TYPE LOCATION (LeS) CONNECTION QTY. CAFACITY PER CONN. <br />NOTE ~ ALL OTHER TRUSS BRG. CONNECTIONS ARE USP HTA2@-18 OR eQUAL <br /> FOR MASONRY~ USP 1-4C10 FOR FR.AME: 4 T1-4D2.o FOR HUNG TRUSSES <br /> ON GIRDERe UNLESS OTHERWISE NOTED. <br /> THESE TRUSS UPLIFT VALUES ARE LESS Tf-lAN CONNECTtON CAPACITY. <br />I MASONRY HTA2~-18 1 \&0e> 14-10d X tV2 m <br />TIMBER l-4C 10 I le>~S 18-ed x 1v21 <br />I-lUN<::: Tf-lD26 1 1&2~ 18-1.od x 3V2" <br /> <br />DETAIL <br /> <br />DD <br /> <br />ROOF fRAMING NOTE5~ <br />L SEE SHEET 63.1 FOR $HIN6LE INFORl'1A TION <br />AND INSTALLATION INSTRUCTIONS <br /> <br />DATE : <br />05-116-02 <br /> <br />~ <br />.... <br /> <br />SCALE : <br /> <br />Q <br /> <br />AS NOTIE:[D <br /> <br />~ <br />CD <br /><l) <br /><:> <br />,- <br />> <br />Q) <br />~ <br />N <br />-' <br />~ <br />, <br />'a. <br />:r: <br />~ <br />'- <br />a) <br />~ <br />u <br />a) <br />el- <br />I <br />.- <br />...... <br />:'$>> <br />,. <br /><D <br />X <br /> <br />LOWER [FR~M~NG Pl~N D~ E~ f' <br /> <br />DRAWN BY : <br /> <br />fEUL!L 'VI ANCfE <br /> <br />1/4" = 1'-0" <br /> <br />o SAMUEL A. GREENBERG, P.E- "34245 <br /> <br />o Ti-tUY H. HUYNI-4, F> E. ~0122 <br /> <br />D IRWIN J. 6EN$ON, F>.E. lt4<a11;e <br />o ALl A66AS I-4AKIM, PE. ~o1~ <br /> <br />AUTOCAD FILE NAME <br /> <br />11771] <br /> <br />Cllt <br />$ <br />lD <br /> <br />Double C01"\nectora to be placed cHa90l1all~ to each other. <br />.. Do not. drive nalla t.hrough the trU$a plate on t.he oppoalte elde aT the truaa <br />whIch could force the f:'late off the truss. <br />... Mounted verticaP::/ <br /> <br />TO M; ee$T Cf 1l-E OONEER$ ~ AND 6El..IEF, Tl-E <br />o~ ~ 4() $ffCflCArlCN5 cct1PLY u.m~ ThE <br />Fl..ORJDA OOLOm CODE, 5ECTIa-i 1h~ ~ 120 MPJ.l. 3 5ECCW <br />GOOT, ~ '13' 00 Za-iE (2001 EDiTl()l). <br />1l4I$ PAA.Um ~ DES(ti IS YPLID ~ I2I1CMl-l6 tfTER THE <br />DAre 15 ekJNED AND eEALEP. <br />$~ ~ 0EALfD FOR Tl-E 5~ PORTICN Cf m$ <br />~~Y. <br /> <br />ENGINEER OF RECORD : <br />lOANS CO <br />ENQENiEEIRINGt. P.A. <br />SHEET DESCRIPTION : <br />ELf V A liONS D,E,F <br />LOWER fRAMnNG <br />PLAN <br /> <br />,.., <br />4) <br />CI <br />a.. <br />:t: <br /> <br /> <br />.- <br />CD <br />~ <br />c <br />Ql <br />