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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 ltiAN 1 <br />FOR 12" AND UNDER - SPACE OUTLOO <br />BLOCKS AT 24" O.C. <br /> <br />... <br /> <br /> <br /> <br />NOTE: SEE PLAN DETAILS FOR CONNECTIONS ltiAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br /> <br />SEE STRUCTURAL NOlES A <br />NAILING SCHEDULE FO <br />SHEA ltilNG DETAILS <br /> <br /> <br />I <br />2X4 SPF BLOCKING <br />PANEL EDGES W/ (2) l$D' <br />NAILS EA. END TO TRU1~~ <br />-NAIL SHEAltilNG 0 4" O.~ " <br />STAGGERED W/ 80 ~ <br />2X4 SPF CROSS BRACE I <br />o 48" O.C. - NAIL W <br />100 AT EACH END & A <br />CROSSING A T ~ AN ' LE <br /> <br />o <br /> <br />SIMPSON MTS12 0 <br />OOKOUT RAFTERS <br />IF APPLICABLE <br /> <br />STRUCT. SHEA ltilNG <br />7/16" MIN. ltiK. - <br />AIL W/8D COM. @ <br />3" O.C. EDGES & 6" <br />O.C. FIELD <br /> <br />10D 0 4" O.C. <br /> <br />o <br /> <br />o <br /> <br /> <br />ABLE TRUSS <br /> <br />o <br /> <br />NAIL TOP OF "T" <br />TO GABLE TRUSS <br />/2-120 & (1) <br />SIMPSON H8 wi <br />10-10D X 1 1/2" <br /> <br />NAIL GABLE TRUSS <br />TO PLATE W/16D @ <br />4" O.C. <br /> <br /> <br />100 0 8" O.C. STAGGERE ' <br />EACH MEMBER (TV? <br /> <br />o <br /> <br />2X4 SPF BLOCKING <br />BETWEEN TRUSSE <br />o 48" O.C. MAX. <br /> <br /> <br />CRIPPLE STUDS 0 16" O.C. BETWEEN <br />HEADER & TOP PLATE WHEN APPLICABLE <br />W/ SPl AND SP2 TOP AND BOTTOM EACH STUD <br />(2) 2X12 NO.2 SYP HEADER W/7/16" OS8 <br />SPACER UNLESS NOTED omERWlSE ON PLAN <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT <br /> <br /> <br />TRIMMER STUDS: <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 STUDS @ 16" O.C. BETWEEN <br />HEADER & TOP PLATE WHEN APPLICABLE <br />W/ SPl AND SP2 TOP AND BOTTOM EACH STUD <br /> <br />(2) 2X12 NO.2 SYP HEADER W/7/16" OS8 SPACER <br />UNLESS NOTED OltiERWlSE ON PLANS <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT <br /> <br />(2) FULL-LENGlti STUDS AT EACH SIDE OF OPENING <br />UNLESS NOTED omERWlSE ON PLANS <br /> <br />(2) FULL-LENGll-I STUDS AT EACH SIDE OF OPENING <br /> <br />TRIMMER STUDS: <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 (TV? <br /> <br />FRAMING AROUND OPENINGS SHALL BE <br />NO.2 OR BETTER SYP <br />SIMPSON A34 EACH END, TYP. <br /> <br />- DBL. 2X4 SILLS FOR WINDOWS <br /> <br />CRIPPLE STUDS 0 16" O.C. <br />w/ SPl AND SP2 EACH STUD <br /> <br /> <br />FRAMING AROUND OPENINGS SHALL BE <br />NO.2 OR BETTER SYP <br /> <br />r SEE PLAN FOR ADDITIONAL <br />SECTIONS REQUIRED <br /> <br />1/2" MIN. DW CEILING <br />NAILED W!5D COOLE <br />NAILS <<>> 7" O.C. <br />4 BAYS <br /> <br />LI N TEL <br />-COURSE <br /> <br /> <br />GABLE END BRAGNG <br />W/O VOLUME CEILING <br />SCALE: N.T.S. <br /> <br />o <br /> <br />TYP. FRAMING @ EXTERIOR DOOR OPENING <br />SCALE: N.T.S. <br /> <br />.... <br />,:..i <br />] <br />1 <br />~. <br /> <br />.... <br />.... <br />" <br />o <br />... <br />~ <br />"- <br />f;j <br />"- <br /><"l <br />>l> <br />~ <br /> <br />~ <br />~ <br />:: <br />~ <br />iJi <br />--- <br />i <br />i:2 <br />l <br /> <br />Cfl <br /> <br />~ <br />~ <br />'";l <br />~ <br />--- <br />:j <br /> <br />(2) 10D TOENAILS OR (2) <br />16D ENDNAILS EA. STUD <br /> <br />(2) 10D TOENAILS OR (2) <br />16D ENDNAILS EA. STUD <br /> <br />NOTE: SEE PLAN DETAILS FOR CONNECTIONS mAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br /> <br />wWw <br />~~u <br />~~~ <br />:::>00 <br />O'Oz <br />V'>u. <br /> <br /> <br />TYP. FRAMING @ WINDOW OPENING <br />SCALE: N.T.S. <br /> <br /> <br /> <br />H <br /> <br />co <br />~ <br />o <br />o <br />I <br />C\I <br />L() <br />I <br />I'- <br />~ <br />~ <br />L() <br />~ <br /> <br />A: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR O.4H, 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 />10 <br />20 <br />50 <br />100 <br />125 <br /> <br />(GCPI = +/- ,18) <br />ZONE 1 ZONE 2 & 3 <br />14.9 -23,7 14,9 -50,1 <br />13.6 -23.0 13.6 -45.4 <br />11,9 -22.2 11.9 -39,3 <br />10,5 -21.5 10.5 -34,7 <br />10.5 -21.5 10.5 -34.7 <br /> <br />>- <br />0::: <br />o <br />~ <br />z <br />w <br />> <br />z <br /> <br />(GCPI = +/- .18) <br />ZONE 4 ZONE 5 <br />25,9 -28.1 25.9 -34.7 <br />24.7 -26.9 24.7 -32.4 <br />23,2 -25.4 23,2 -29,3 <br />22.0 -24.2 22,0 -26,9 <br />21.7 -23.6 21.7 -26.2 <br /> <br />NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN <br />ABOVE THE LOAD MAY BE INTERPOLATED, OTHERWISE USE THE <br />LOAD ASSOCIATED WITH THE LOWER EFFECTNE AREA. <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 />~ <br />~~ ~ <br />~~~ <br />I:~ i ~ <br /> <br />:jC!j N . 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