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<br /> <br />2 <br /> <br />J MAX. SPAN TABLE ,1 MAX. SPAN TABLE , 1 <br /> <br />------- ~ <br />~douaLE WDE MOBILE HOME ROOF OVER <br /> <br />o <br />@ <br />@ <br />@ <br /> <br />2" x 3" (OR 1" x 41 x 0.0<<' ROll FORM ALlMu.t m<LE WITH <br />1" .10 s.M.a 8" o.c, NTO COACH fR,lJ.lNl <br /> <br />2" x 4' X rv AFaOUS L.ENG11i) EPS fOAM OOAf() NSU..A noN <br /> <br />ROOF EDGES CAN KA VE GI.IT1'ER, C SlAT TRI.A OR NO TRI.A <br /> <br />(3) to8 X V2" SI-fiT I.ET AI... SCREWS WITH 518" W ASl-El'l EACH <br />aD OF EACH , V 4' ROOF PAte.. <br /> <br />fOOF ",....... T,o,au , <br /> <br />3 <br /> <br /> <br />FU.~~~ <br />\IeoITB) IlOffiT p.-..e.a <br /> <br />)3UIL T'; up. ROOF <br />.< <br /> <br />o (3) to8 X V2" SMa WITH 518" W ASl-El'l EACH CQU;CnoN PONT <br /> <br /> <br />@ NSTAlL 0.040 ANI1E TO BEAM I#:) HQI,E WITH .10 X 1" SCREWS 6" O,c, <br /> <br /> <br />@ FAS~ 0.040 T m<LE mo ROOF WITH '10 x 2" SCfEWS 8" o.c, <br /> <br /> <br />@ <br />~ <br /> <br />RDGE CONNECTION DETAIL 1 <br /> <br /> <br />NOTE: SME SCfEW PA~ AS 'B' <br /> <br />EDGE CONNECTION DETAIL 2 <br /> <br /> <br />~ <br />---- <br /> <br />4 <br /> <br />DETAIL 1 <br /> <br /> <br />2" X 2" FlCU FORM T ANCl...E WITH <br />(2) .10 x ~ 0C1'lEWS NTO EACH <br />ROOF TR.JSS PANS A TT A<H:D TO <br />ROOF '"",,,11-1 (3) to8 x V2" SCREWS <br /> <br />v.a;N BEIDtlQ PAte.. DOWN TO AT <br />Sla>!: OF ROOF Iw!ORE i1-lAN 3" CUT <br />PAte.. ~ I#:) CA\.I.K I#:) CO~ <br />WITH RISER CU' WITH (~ t8 SCf€W <br />EACH SCE OF NOTCH <br /> <br />EPS FeAl.l <br /> <br /> <br />EPS FeAl.l <br /> <br /> EXlSTNG ROOF PANS 3' MAX. <br /> JOB t-lME: <br /> EXJ:!TNG POST I#:) BEAM ADDRESS: <br /> 1 <br /> OJ1 EXlSTNG PANS BACK <br />DETAIl3 TO WAlL DETAIL 4 <br /> ORA WNG FOR atE f"ERI.fT eN.. y OF 2 <br /> <br />RDGE BEAM <br /> <br />@ <br />~ <br /> <br />ALTERNATE RDGE CONNECTION DETAIL 1 <br /> <br /> <br />At:. TERNA TE EDGE CONNECTION DET AL 2 <br /> <br />3" x 12" ROOF P Ate..S <br /> <br /> <br />2" x 2" HOllOW n.ee <br />FASTeED TO U CH.'HB.. <br />Wffii 1 to8 x V2" SJ.lS. <br />EACH SCE TOP I#:) OOTTOM <br /> <br />,z. <br />~l<o <br />~.o <br />~ <br /> <br />2" x 2" HOllOW n.ee 18" o.c, <br /> <br />U ClWH3. FASTe-EO TO EACH <br />ROOF TRJSS WITH 2 .10 x 2" <br />SCR::W <br /> <br />DETAIL 2 <br /> <br />'10 x V2" SCFEWS WITH <br />W~ (3) Pm PAte.. <br /> <br /> <br />CUT EXlSTNG PANS BACK <br />TO BEAM <br /> <br /> <br />a: <br />~ <br />o <br />lJ.. <br />o <br />o <br />a: <br /> <br />MD-SPAN CLP CONNECTION DETAIL 3 <br /> <br />2 .10 x 2" SCREWS NTO <br />EXlSTNl ROOF OR ROOF TRUSSES <br /> <br />Wnd Load to Snow Load Conversion Tab~ <br />50 Yr. Snow l.oa<l Snow Loa Wnd Load I EU:t'>g Typ!' <br />5 - 25 '1% ft. 3 - 15 '1% Ft. 95 MP.Ii.: ,')p(,n 8.u-.g <br />2e . 30 tlSQ. ft. 15. 17 t/SQ. ft 100 MP.Ii: Op.x\ !Uct".g <br />31 - 3S tl% ft 17 - 19 t/% ft 120 MP.Ii.: Oper. ~ <br />36 - 00 t/SQ. ft 19 - 3-4 tlSq. ft 00 MP.H.: e.~Hd ~ <br />61 - 70 tlSq. ft 3-4 - 39 t/SQ. Ft 120 MP.I4,; EncbNd ~ <br />Select roof or wid rnerrbor. from appropriate whd Io.:ld tableL <br /> <br />~~~ <br />~a It. <br />..... ~ ~ <br />~ ~'!:s <br />C!l-ti8 <br />(t) >-"', <br />CO ~~re <br />uil~"1 <br />~i:l~ <br />g' <br /> <br /> <br />TlE DESGlS AID SPANS SHOWN ON 11i:SE <br />ORAWNGS AAE BASED ON TlE LOAD REQlJe.ENTS <br />FOR TlE FOLLOWNG CODES: <br />'0 ST I#:)NfJ ~ CODE 1994, OW'TER 1e <br />NClLONG SSTD 10-9-3 <br />2) BOCA NAT10NAl ~ CODE 1'003 <br />3) TEXAS DEPAAThENT OF NSlRANCE wtDSTORM . <br />