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<br />TRUSS DESIGN NOTE: <br />TRUSS 0 END OF CROSS BRACE TO BE DESIG ED <br />FOR ADD'L 70 PLF UP & DOWN TOP CHORD <br />DROP GABLE END TRUSS & LOOK <br />RAFTERS FOR O.H. GREATER ltlAN 1 <br />FOR 12- AND UNDER - SPACE OUllOO <br />BLOCKS AT 24- O.C. <br /> <br />SEE STRUCl1JRAL NOTES A <br />NAILING SCHEDULE Fa <br />SHEA ltllNG DETAILS <br /> <br /> <br /> <br /> <br /> <br />2X4 SPF BLOCKING <br />PANEL EDGES W/ (2) 1 D <br />NAILS EA. END TO TRU, <br />-NAIL SHEAltllNG @ 4- O.~ '. <br />STAGGERED W/ 8D ~ <br />2X4 SPF CROSS BRACE I <br />o 48- O.C. - NAIL W <br />100 AT EACH END & A 9 <br />CROSSING A T ~ AN I LE <br /> <br />LSTA18 - STRAP :( <br />BLKG. 0 1 ST TRUS <br />2XS BR~C Ai,k D <br />TO SIDE . GABLE <br />TRUSS Bs' _____ <br /> <br />. <br /> <br />SIMPSON MTS12 0 <br />OOKOUT RAFTERS <br />IF APPLICABLE <br />STRUCT. SHEATHING <br />7/1S- MIN. ltlK. - <br />AIL W /8D COM. 0 <br />3- O.C. EDGES & 6- <br />O.C. FIELD <br />100 0 4- O.C. <br /> <br />.. <br /> <br /> <br /> <br />NOTE: SEE PLAN DETAILS FOR CONNECnONS ltlAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br />ABLE TRUSS <br /> <br />2X4 SPF BLOCKING <br />BETWEEN TRUSSE <br />o 48- D.C. MAX. <br /> <br />NAIL TOP OF "T- <br />TO GABLE TRUSS <br />/2-12D & (1) <br />SIMPSON H8 wi <br />10-10D X 1 1/2- <br /> <br /> <br />100 0 8- O.C. STAGGERE ' <br />EACH MEMBER (T'Y'P <br /> <br /> t~ t.n <br /> CJ <br /> CJ <br /> C'.J <br /> ~F~ "". <br />() i~~ ~ ~ <br />z ~~<a ~ ~ <br />N <br />. ~(Q ~ ~ ;~ ~ <br />e", 0 <br />Z N <br />- CO~I~ ~8~ ~ ~ <br />~ ~ gl8~ <br /> z ~. <br />Z x ';;}'0)&1 ~-l&J 00 ~ <br />e", ~ u!.- ';;)' . ~~ ~~ is <br />Z co.-co ~~~ ~~ ~~ <br />w q ~~ew ffit:~ ~~ ~ <br />.-J a.....J v .. 00 o~ <br />r2 ]~ ~(8 !!a ~ <br />e", a.. ffi~~ ot: 8~ <br />w :i~ ~~ ~~ <br />~ <br />Z <br /> . . . <br /> <br /> <br /> <br />CRIPPLE Sl1JDS 0 16- D.C. BEMEN <br />HEADER & TOP PLATE WHEN APPLICABLE <br />W/ SP1 AND SP2 TOP AND BOTTOM EACH Sl1JD <br />(2) 2X12 ND.2 SY? HEADER W/7/16- OSB <br />SPACER UNLESS NOTED OTHERWISE ON PLAN <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT <br /> <br /> <br />TRIMMER Sl1JDS: <br />(1) REQ. EACH SIDE OPENINGS UP TO 6'-0- WIDE <br />(2) REQ. EACH SIDE OPENINGS 6'-0- TO 12'-0- WIDE <br /> <br />CRIPPLE Sl1JDS 0 16- O.C. BEMEN <br />HEADER & TOP PLATE WHEN APPLICABLE <br />W/ SP1 AND SP2 TOP AND BOTTOM EACH Sl1JD <br />(2) 2X12 NO.2 SY? HEADER W/7/16- OSB SPACER <br />UNLESS NOTED OltlERW\SE ON PLANS <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT <br /> <br />(2) FULL-LENGltl Sl1JDS AT EACH SIDE OF OPENING <br />UNLESS NOTED OltlERWlSE ON PLANS <br /> <br />(2) FULL-LENGTH Sl1JDS AT EACH SIDE OF OPENING <br /> <br /> <br />TRIMMER Sl1JDS: <br />(1) REQ. EACH SIDE OPENINGS UP TO 6'-0- WIDE <br />(2) REQ. EACH SIDE OPENINGS 6'-0- TO 12'-0- WIDE <br /> <br />100 0 8- O.C. STAGGERED <br />EACH MEMBER (T'Y'P <br /> <br />FRAMING AROUND OPENINGS SHALL BE <br />NO.2 OR BETTER SY? <br />SIMPSON A34 EACH END, TYP. <br /> <br />- DBL. 2X4 SILLS FOR WINDOWS <br /> <br />CRIPPLE Sl1JDS 0 1S- D.C. <br />W/ SP1 AND SP2 EACH Sl1JD <br /> <br /> <br />FRAMING AROUND OPENINGS SHALL BE <br />NO.2 OR BETTER SY? <br /> <br />NAIL GABLE TRUSS <br />TO PLATE W/16D 0 <br />4- O.C. <br /> <br />r SEE PLAN FOR ADDtnONAL <br />SECnONS REQUIRED <br /> <br />1/2- MIN. DW CEILING <br />NAILED W!5D COOLE <br />NAILS 0 r O.C. <br /> <br />4 BAYS <br /> <br />1/2- X 8- A.B. <br />o 48- O.C. MIN. <br />LINTEL <br />-COURSE <br /> <br /> <br />GABLE END BRAONG <br />W/O VOLUME CEIUNG <br />SCALE: N,T.S. <br /> <br /> <br />TYP. FRAMING @ EXTERIOR DOOR OPENING <br />SCALE: N,T,S, <br /> <br />... <br />rl <br />1 <br />~ <br />~ <br />s <br />~ <br />o <br />... <br />~ <br />i:1 <br />;;;- <br />~ <br />~ <br />i <br />~ <br />:: <br />j <br />~ <br />" <br />I <br />i <br />~ <br />~ <br />~ <br />--- <br />::i <br /> <br /> <br />(2) 100 TOENAILS OR (2) <br />16D ENDNAILS EA. Sl1JD <br /> <br />(2) 10D TOENAILS OR (2) <br />160 ENDNAILS EA. Sl1JD <br />NOTE: SEE PLAN DETAILS FOR CONNECnONS ltlAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br /> <br />wWw <br />~(9U <br /><t~~ <br />:JOO <br />5Sf(z <br /> <br /> <br />TYP. FRAMING @ WINDOW OPENING <br />SCALE: N,T.S. <br /> <br /> <br /> <br />H <br /> <br />('f) <br />CO <br />o <br />o <br />I <br />C\I <br />L() <br />I <br />f'... <br />~ <br />~ <br />L() <br />~ <br /> <br />A: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR Oo4H, WHICHEVER IS SMALLER, BUT NOT <br />LESS THAN EITHER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT ( 1 M). <br /> <br />COMPONENT & CLADDING DESIGN PRESSURE <br />(123 MPH, 3 SEC GUST, 2,1/12 PITCH, EXPOSURE B, HEIGHT = <br />o TO 30 FEET, IMPORTANCE FACTOR = 1 ) <br /> <br />( PSF) <br /> <br />TRIBUTARY AREA <br />(FT 1 <br /> <br />ROOF <br /> <br />WALL <br /> <br /> (GCPI = +1- .18) (GCPI = +/- .18) <br /> ZONE 1 ZONE 2 & 3 ZONE 4 ZONE 5 <br />10 14.9 -23.7 14,9 -50,1 25.9 -28.1 25.9 -34,7 <br />20 13,6 -23.0 13,6 -4504 24.7 -26.9 24.7 -32.4 <br />50 11,9 -22.2 11.9 -39,3 23,2 -25.4 23,2 -29,3 <br />100 10,5 -21.5 10.5 -34.7 22,0 -24,2 22.0 -26.9 <br />125 10,5 -21.5 10,5 -34.7 21.7 -23,6 21.7 -26,2 <br /> <br />>- <br />0:: <br />o <br />I- <br />Z <br />W <br />> <br />Z <br /> <br />NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BElWEEN THOSE GIVEN <br />ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE <br />LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. <br /> <br />2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE <br />BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE 1606,2D <br />OF THE FLORIDA BUILDING CODE 2001. <br />3 PLUS AND MINUS SIGNS SIGNIFY PRESSURES ACTING TOWARD <br />AND AWAY FROM THE BUILDING SURFACES, <br /> <br />- <br /> <br />g <br />U <br />0\ rJ <br />o l1'l .S <br />00\ t-.... 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