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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 lliAN 1 <br />FOR 12" AND UNDER - SPACE OUlLOO <br />BLOCKS AT 24" O.C. <br /> <br />SEE STRUCTURAL NOTES A <br />NAILING SCHEDULE FO <br />SHEA llilNG DETAILS <br /> <br />. <br /> <br /> <br />2X4 SPF BLOCKING <br />PANEL EDGES W/ (2) 1 <br />NAILS EA. END TO TRU <br />-NAIL SHEAllilNG 0 4" o.t>, <br />STAGGERED W / 80 '" <br /> <br />LSTA18 - STRAP :( <br />BLKG. 0 1 ST TRUS <br />2X6 BRZC Ai,k 0 <br />TO SIDE . liABLE <br />TRUSS BS' ___ <br /> <br />o <br /> <br />o <br /> <br />o <br /> <br />2X4 SPF CROSS BRACE <br />@ 48" O.C. - NAIL W <br />100 AT EACH END & A <br />CROSSING AT ~ AN' LE <br /> <br />o <br /> <br /> <br />o <br /> <br />o <br /> <br />2X4 SPF BLOCKING <br />BETWEEN TRUSSE <br />o 48" O.C. MAX. <br /> <br />1/2" MIN. DW CEILING <br />NAILED W/SD COOLE <br />NAILS 0 7" O.C. <br /> <br />4 BAYS <br /> <br />GABLE END BRAONG <br />WjO VOLUME CEILING <br />SCALE: N.T.S. <br /> <br />o <br /> <br />..... <br />rl <br />~ <br />.a. <br />~ <br />~ <br />:;1 <br />..... <br />~ <br />~ <br />"- <br />'" <br />oil <br /> <br />~ <br />~ <br />~ <br />~ <br />~ <br />J <br />~ <br />~ <br />.g <br />~ <br />.-'" <br />~ <br /> <br />SIMPSON MTS12 0 <br />-lOOKOUT RAFTERS <br />IF APPLICABLE <br /> <br />STRUCT. SHEA llilNG <br />7/16" MIN. lliK. - <br />AIL W/8D COM. @ <br />3" O.C. EDGES & 6" <br />O.C. FIELD <br /> <br />100 0 4" O.C. <br /> <br /> <br />ABLE TRUSS <br /> <br />NAIL TOP OF "T" <br />TO GABLE lRUSS <br />/2-12D & (1) <br />SIMPSON H8 WI <br />10-100 X 1 1/2" <br /> <br /> <br />NAIL GABLE TRUSS <br />TO PLATE W/16D 0 <br />4" O.C. <br /> <br />100 0 8" O.C. STAGGERE · <br />EACH MEMBER (TYP <br /> <br /> <br /> <br /> <br /> <br />CRIPPLE STUDS 0 16" O.C. BETWEEN <br />HEADER & TOP PLATE WHEN APPLICABLE <br />W/ SP1 AND SP2 TOP AND BOTTOM EACH STUD <br />(2) 2X12 NO.2 SYP HEADER W/7/16" OSS <br />SPACER UNLESS NOTED OlliERWlSE 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 /> <br />CRIPPLE STUDS 0 16" O.C. BETWEEN <br />HEADER & TOP PLATE WHEN APPLICABLE <br />W/ SP1 AND SP2 TOP AND BOTTOM EACH STUD <br />(2) 2X12 NO.2 SYP HEADER W/7/16" OSS SPACER <br />UNLESS NOTED OlliERWlSE ON PLANS <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT <br /> <br />(2) FULL-LENGlli STUDS AT EACH SIDE OF OPENING <br />UNLESS NOTED OlliERWlSE ON PLANS <br /> <br />(2) FULL-LENGlli STUDS AT EACH SIDE OF OPENING <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 />100 0 8" O.C. STAGGERED <br />EACH MEMBER (TYP <br /> <br />FRAMING AROUND OPENINGS SHALL BE <br />NO.2 OR BETIER SYP <br />SIMPSON A34 EACH END, TYP. <br /> <br />- DBL. 2X4 SILLS FOR WINDOWS <br /> <br />CRIPPLE STUDS 0 16" O.C. <br />w/ SP1 AND SP2 EACH STUD <br /> <br /> <br />FRAMING AROUND OPENINGS SHALL BE <br />NO.2 OR BETTER SYP <br /> <br />r SEE PLAN FOR ADDtllONAL <br />SECTIONS REQUIRED <br /> <br />1/2" X 8" A.B. <br />o 48" O.C. MIN. <br />LINTEL <br />-COURSE <br /> <br /> <br />....MASONRY <br />WALL <br /> <br /> <br />NOTE: SEE PLAN DETAILS FOR CONNECTIONS lliAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br /> <br />TYP. FRAMING @ EXTERIOR DOOR OPENING <br />SCALE: N.T.S. <br /> <br /> <br />(2) 100 TOENAILS OR (2) <br />16D ENDNAILS EA. STUD <br /> <br />(2) 10D TOENAILS OR (2) <br />160 ENDNAILS EA. STUD <br /> <br />NOTE: SEE PLAN DETAILS FOR CONNECTIONS lliAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br /> <br />www <br />a::(9u <br /><t~~ <br />::)00 <br />gf2Z <br /> <br />~ <br />V <br /> <br />TYP. FRAMING @ WINDOW OPENING <br />SCALE: N.T.S. <br /> <br /> <br /> <br />H <br /> <br />co <br />0) <br />o <br />o <br />I <br />C\I <br />LO <br />I <br />f'- <br />~ <br />~ <br />LO <br />~ <br /> <br />A: ) 10 PERCENT OF LEAST HORIZONTAL DIMENSION OR O.4H, WHICHEVER IS SMALLER, BUT NOT <br />LESS THAN EITl-lER 4% OF LEAST HORIZONTAL DIMENSION OR 3 FT ( 1 M). <br /> <br />COMPONENT &. CLADDING DESIGN PRESSURE <br />(123 MPH, 3 SEe 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 />a:: <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 EFFECTIVE AREA. <br />2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE <br />BY MUL T1PLYING 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 /> o~~ <br /> ~~ . <br />() ~i~ ~ ~ <br />z ~~~ 0 ::) <br />(!) ~~ ~ ~.~ ~ <br />z ~8~ .-~ ~ ~ <br />n:: Q) ~ I? ~ ~~ ~ ~~ <br />w ~ ~lB~ <br />w z ~. <br />Z O)N ~-~ 00 ~ N <br />X~r;)'_Q) ~~ ~~ ~ 0:: <br />(!) ~ .... 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