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<br />TRUSS DESIGN NOTE: <br />TRUSS C 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 TI-lAN 1 <br />FOR 12" AND UNDER - SPACE OUTLOO <br />BLOCKS AT 24" O.C. <br /> <br />SEE STRUCTURAL NOTES A <br />NAILING SCHEDULE FO~ <br />SHEATI-lING DETAILS I <br /> <br /> <br />.. <br /> <br /> <br /> <br /> <br />2X4 SPF BLOCKING <br />PANEL EDGES W/ (2) 1 D <br />NAILS EA. END TO TRU~ <br />-NAIL SHEATI-lING @ 4" O.()", <br />STAGGERED W/ 80 "" <br />2X4 SPF CROSS BRACE <br />C 48" O.C. - NAIL <br />100 AT EACH END & A <br />CROSSING A T ~ AN ' LE <br /> <br />LSTA18 - STRAP :( <br />BLKG. 0 1 ST TRUS <br />2X6 BRAC~ All 0 <br />TO SIDE}3f GABLE <br />TRUSS WEBs' ______ <br /> <br />. <br /> <br />SIMPSON MTS12 0 <br />OOKOUT RAFTERS <br />IF APPLICABLE <br />STRUCT. SHEATI-lING <br />7/16" MIN. TI-lK. - <br />AIL W/8D COM. @ <br />3" O.C. EDGES & 6" <br />O.C. FIELD <br />100 0 4" O.C. <br /> <br />. <br /> <br />. <br /> <br />. <br /> <br /> <br />ABLE TRUSS <br /> <br />. <br /> <br />NAIL TOP OF "T" <br />TO GABLE TRUSS <br />/2-120 & (1) <br />SIMPSON H8 WI <br />10-100 X 1 1/2" <br /> <br /> <br />100 0 8" O.C. STAGGERE ' <br />EACH MEMBER (rY? <br /> <br />2X4 SPF BLOCKING <br />BETWEEN TRUSSE <br />o 48" O.C. MAX. <br /> <br />cj <br />Z <br /> <br /> <br /> <br /> <br />CRIPPLE SllJDS C 16" O.C. BETWEEN <br />HEADER & TOP PLATE ~EN APPLICABLE <br />W/ SPl AND SP2 TOP AND BOTTOM EACH STUD <br />(2) 2X12 NO.2 SY? HEADER W/7/16" OSB <br />SPACER UNLESS NOTED OTI-lERWlSE ON PLAN <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT <br /> <br /> <br />TRIMMER SllJDS: <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 SllJDS @ 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 SY? HEADER W/7/16" OSB SPACER <br />UNLESS NOTED OTI-lERWlSE ON PLANS <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT <br /> <br />(2) FULL-LENGTI-l SllJDS AT EACH SIDE OF OPENING <br />UNLESS NOTED OTI-lERWlSE ON PLANS <br /> <br />(2) FULL-LENGTI-l STUDS AT EACH SIDE OF OPENING <br /> <br />TRIMMER SllJDS: <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 (rY? <br /> <br />FRAMING AROUND OPENINGS SHALL BE <br />NO.2 OR BETIER SY? <br />SIMPSON A34 EACH END, TYP. <br /> <br />- DBL. 2X4 SILLS FOR WINDOWS <br /> <br />CRIPPLE SllJDS 0 16" O.C. <br />W/ SPl AND SP2 EACH STUD <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 ADDIllONAL <br />SECllONS REQUIRED <br /> <br />1/2" MIN. OW CEILING <br />NAILED W/5D COOLE <br />NAILS 0 7" O.C. <br />4 BAYS <br /> <br />1/2" X 8" A.B. <br />o 48" O.C. MIN. <br />LINTEL <br />-COURSE <br /> <br />~ASONRY <br />WALL <br /> <br /> <br />NOTE: SEE PLAN DETAILS FOR CONNECllONS TI-lAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br /> <br />GABLE END BRAONG <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 />rl <br />.:.< <br />] <br />]. <br />t <br />'" <br />rl <br />N <br />on <br />N <br />rl <br />~ <br />~ <br />...... <br />'" <br />ob <br /> <br /> <br />i <br /> <br />/' <br />~ <br />j <br />~ <br />! <br />i <br />~ <br />.g <br />~ <br />/' <br />::; <br /> <br />(2) 100 TOENAILS OR (2) <br />16D ENDNAILS EA. STUD <br /> <br />(2) 100 TOENAILS OR (2) <br />160 ENDNAILS EA. STUD <br /> <br />NOTE: SEE PLAN DETAILS FOR CONNECllONS TI-lA T <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br /> <br />www <br />a::(,9U <br />~~~ <br />=>00 <br />~~Z <br /> <br />N <br />. ~lD <br /><-' 0 <br />Z N <br />- co~I" <br />~ ~~g~~ <br />Z x ';;;' ~ <br /><-' ~ li_';;;' . <br />Z CO-CD <br />W q ~~eLJ <br />~n.....JID" <br /><{ ex <br />a::: ] ~ <br /><-' n. <br />W <br />I- <br />Z <br /> <br />~ ~ \ <br />c~~~ <br />!!!~ <br />~ <br />~i~ ~ ~ <br />~~~ ~ :;) <br />~~~ ~~ ~ <br />~8~ ~~ ~ <br />z ~. <br />~-w CC 1t~ <br />~ll:l~ ~~ z <br />::> ~o <br />~~~ Vl8 ~ <br />E -3 z <br />~I::~ u- i <br />oo~ ZVl 0:S <br />~z8 !!!! ~(5 <br />~~1i1 01:: 8~ <br />:i3 ~~ ~~ <br /> <br />. . . <br /> <br />s <br />o <br />u <br />C'\ U <br />o U") .6 <br />o C'\ r:-... (/) <br />;;E~ ~ ~ <br />E~ .ooo.c <br />1,,/)3 EI:~c::j~~ <br />I-< ....... 1-<" t C'\ bOC'\ <br />2:l OJ 2:l1:".. t-!.. .~ ~ <br />~~ ~RR.$Jo <br />~~~ ~~~ ~.~ <br />~ ~ 'S ~ t; t; ~ <br />U C"l I,,/) U P.dI.. :t:I: <br /> <br />Vl Vl,., z <br />@t:!z:E:15:E08a:o <br />~o<(~~;ttn~~Qf2ri <br />~::>::EmiI5:miIa:zt-U <br />::JO'S<:Ezu..:Ezo<(~E2 <br />~~~o~8olYow8~ <br />.,\.!:le::::l~Qa:~z~u., <br />~~<( .....0 <(~<(~ <br />Q~ffi~SP:~~Q9~ <br />t(<(> o~ a:r-Za: <br />o ..... u.. Q <br /> <br /> <br />~ <br />V <br /> <br />TYP. FRAMING @ WINDOW OPENING <br />SCALE: N.T.S. <br /> <br />~ <br />\:::J <br /> <br /> <br />H <br /> <br />LO <br />N <br />~ <br />o <br />I <br />N <br />LO <br />I <br />f'... <br />~ <br />~ <br />LO <br />~ <br /> <br />A: ) <br /> <br />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 = +1- .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 -23.5 21.7 -25.2 <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 /> <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 />o <br />o <br />\0 <br />~O <br />:JPI- <br />Z(/)~ <br />" <br />o 0 T""'i " <br />1-4""0 IN <br />(/)>0'\1.() <br />1-400~1 <br />2:Q)(V)O'\ <br />OL-(V)~ <br />~O-I <br />a:..clL(V) <br />:E ~ ~~ <br />~~~~ <br />or- <br />z <br />o <br />o <br />\0 <br /> <br />V) <br />r::: <br />o <br />'Vi <br />'> <br />~ <br /> <br />~ <br />(1) <br />(f)> <br /> <br />- <br />- <br />0- <br /> <br />I <br />~ <br />Q) <br /> <br />.- <br />> <br />+-' <br />(f) <br />Q) <br />'-- <br /><-> <br /> <br />Ln <br />o <br />0- <br />Nro <br />L..$ <br />()) E <br />> Q) <br />0-1-1 <br />"O(/) <br />C <br /><( <br /> <br />>-1- <br />Zz <br />c::(LU <br />ZVl <br />w.......zz <br />Ucoo <br />LUUlJ) <br />~~BJ~ <br />o8to <br />Zo::~<{ <br />0..:::>0.. <br />~:::>~ <br />I-LULU~ <br />:r: CO ::c LU <br />191-1-~ <br />~ol-o <br />a::Z5I <br />>-~~Vl <br />a.~~::) <br />o~o::~ <br />u:)LUa: <br />o..zu.. <br />(J')Z <br />.......c::( <br />::c~ <br />I- <br /> <br />w <br />::E <br />o~ <br />~z <br />()~ <br />o <br />_ SHEET NO. <br />CO <br /> <br />0.: <br />0:: <br />o <br />U <br />LU <br />~ <br />o <br />I <br />Vl <br />::) <br />U'l <br />o <br />o <br />('oj <br />CQ) <br /> <br />to <br />N <br />~ <br />......, <br />o <br />-I <br /> <br />54 <br /> <br />LAST PLOT DATE <br />Mar. 22, 05 <br />