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<br /> <br /> <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 ll-lAN 1 <br />FOR 12- AND UNDER - SPACE OUllOO <br />BLOCKS AT 24- O.C. <br /> <br /> <br />SEE STRUCllJRAL NOTES A <br />NAILING SCHEDULE FOR <br />SHEA ll-lING DETAILS <br /> <br /> <br />(2) FULL-LENGll-l SllJDS AT EACH SIDE OF OPENING <br />UNLESS NOTED Oll-lERWlSE ON PLANS <br /> <br />CRIPPLE SllJDS @ 16- O.C. BETWEEN <br />HEADER & TOP PLATE WHEN APPLICABLE <br />W/ SP1 AND SP2 TOP AND BOTTOM EACH SllJD <br />(2) 2X12 NO.2 SY? HEADER W/7/16- OSB SPACER <br />UNLESS NOTED Oll-lERWlSE ON PLANS <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT <br /> <br /> <br /> <br />FRAMING AROUND OPENINGS SHALL BE <br />NO.2 OR BETTER SY? <br /> <br /> <br />CRIPPLE SllJDS @ 16- O.C. BETWEEN <br />HEADER & TOP PLATE WHEN APPLICABLE <br />W/ SP1 AND SP2 TOP AND BOTTOM EACH SllJD <br />(2) 2X12 NO.2 SY? HEADER W/7/16- OSB <br />SPACER UNLESS NOTED Oll-lERWlSE ON PLAN <br />BOTTOM OF HEADER TO BE AT OPENING HEAD HEIGHT <br /> <br />2X4 SPF BLOCKING <br />PANEL EDGES W/ (2) 1 D <br />NAILS EA. END TO TRU~ <br />-NAIL SHEAll-lING 0 4- O.G", <br />STAGGERED W/ 8D '" <br />2X4 SPF CROSS BRACE <br />o 48- O.C. - NAIL W <br />10D AT EACH END & A <br />CROSSING A T ~ AN LE <br /> <br />LSTA18 - STRAP ;( <br />BLKG. 0 1ST TRUS <br />2X6 BR1C AlL D <br />TO SIDE GABLE <br />TRUSS B~ _____ <br /> <br />. <br /> <br />SIMPSON MTS12 0 <br />OOKOUT RAFTERS <br />IF APPLICABLE <br />STRUCT. SHEAll-lING <br />7/16- MIN. ll-lK. - <br />AIL W/8D COM. 0 <br />3- O.C. EDGES & 6- <br />O.C. FIELD <br />10D 0 4- O.C. <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 SllJDS 0 16- O.C. <br />W/ SPl AND SP2 EACH SllJD <br /> <br />. <br /> <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 />. <br /> <br /> <br /> <br />(2) FULL-LENGll-l SllJDS 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- D.C. STAGGERED <br />EACH MEMBER (TYP <br /> <br />ABLE TRUSS <br /> <br /> <br />2X4 SPF BLOCKING <br />BETWEEN TI~USSE <br />o 48- O.C. MAX. <br /> <br />USSE <br /> <br /> <br />CO"~ US 2X4 SPF NOTC B QCK 0 <br />~~~G (4) TRUSS PLATE rOEN~L <br />SA: (8 FT) NAILED 3-16D <br />pX4 BLOCKING 0 4- O. <br />W/12.D & 2-12D TO CHO D <br /> <br />r SEE PLAN FOR ADDITIONAL <br />SECTIONS REQUIRED <br /> <br />. <br /> <br />NAIL TOP OF -I' <br />TO GABLE TRUSS <br />/2-12D & (1) <br />SIMPSON H8 WI <br />10-10D X 1 1/2- <br /> <br />NAIL GABLE TRUSS <br />TO PLATE W/16D 0 <br />4- O.C. <br /> <br />. <br /> <br />100 0 8- D.C. STAGGERED · <br />EACH MEMBER (TYP <br /> <br /> <br /> <br /> <br />NOTE: SEE PLAN DETAILS FOR CONNECTIONS ll-lAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br /> <br />. <br /> <br /> <br /> <br />.. <br /> <br />1/2- MIN. DW CEILING <br />NAILED W!5D COOLE <br />NAILS 0 r 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 />(2) 10D TOENAILS OR (2) <br />16D ENDNAILS EA. SllJD <br /> <br />(2) 10D TOENAILS OR (2) <br />16D ENDNAILS EA. SllJD <br /> <br />NOTE: SEE PLAN DETAILS FOR CONNECTIONS ll-fAT <br />MAY BE REQUIRED FOR SHEAR AND/OR UPLIFT FORCES <br /> <br />UJUJUJ <br />~l9U <br /><(~~ <br />::)00 <br />SSf(Z <br /> <br />d <br />z <br />. N~co <br />~ 0 <br />Z N <br />- 1O~1~ <br />~ ~~gm~ <br />Z ~ -In'::~ <br />Cl mu..-t') . <br />~ q ~~e~ <br />a..-Ju" <br />.:::J c: )( <br />0= ~~ <br />~ a.. <br />W <br />I- <br />Z <br /> <br />~ <br /> <br />~ ~ <br />o i!: <br />~~t~~ <br />~~~ ~ <br />~~~ :2 <br />~~~ ~~ <br />z go: . <br />3-w 00 t::~ <br />~~j!:;i~ ~ <br />~~~ ~~ ~~ <br />~~~ ~~ 01 <br />~z8 ~!a ~~ <br />ffi~!i; OC 8~ <br />:~3 ~~ ~~ <br /> <br />~ <br />N <br />..q4 <br /><:'l <br />~ <br />r::J: <br />~ <br /> <br /> <br />. . . <br /> <br />8 <br />u <br />0'\ U <br />o IJ') .S <br />o 0'\ t--. (/) <br />..... l!') ~ ~ <br />]-g C:ooob <br />~o ~~~~'"^ <br />""C!::: kt~~ <br />2:J Q) 2:J t--. t!.. ';jj ~ <br />('j~ ('jR:O'\Q)o <br />~(j)t--.~t!..~~g <br />~~.~~~~ ~~ <br />UC'H/)Uo..~ ~:tI: <br /> <br />~U-hihh~~ <br />::Ja~~ZLL.~ZO~5~ <br />O'U'I~""'!:yOa!:YQWOa.. <br />U'lWa.O~w ~ ~u<( <br />-l~a.::jf-'9f5f-'~a?~-l <br />~f-'<(~W~~WWLL. ~ <br />Q!!JW~::J~~~~b~ <br />li~i5 Oz a? Zcx: <br />..... LL. 0 <br /> <br />~ <br />~ <br />(j) <br /> <br />- <br />- <br />"- <br /> <br />I <br />~ <br />Q) <br /> <br />"- <br />> <br />+-' <br />(j) <br />Q) <br />s- <br />O <br /> <br /> <br />.... <br />It') <br />N <br />~ <br />..... <br />.... <br />~ <br />"- <br />f::J <br />"- <br />'" <br />;b <br />~ <br />j <br />=i <br />:; <br />j <br />/" <br />-5, <br />C2 <br />1 <br />i <br />~ <br />.g <br />~ <br />/" <br />:::; <br /> <br />- <br /> <br />GABLE END BRAONG <br />WjO VOLUME CEILING <br />SCALE: N.T.S. <br /> <br />o <br /> <br />TYP. FRAMING @ WINDOW OPENING <br />SCALE: N.T.S. <br /> <br />CD <br />S-4 <br /> <br />~ <br />V <br /> <br />TYP. FRAMING @ EXTERIOR DOOR OPENING <br />SCALE: N.T.S. <br /> <br /> <br />H <br /> <br />C\J <br />~ <br />~ <br />o <br />I <br />C\J <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 EITl1ER 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 ~ <br /> <br />ROOF <br /> <br />WALL <br /> <br />.... <br />'" <br />I <br /> <br />-'" <br /> <br />~ <br /> <br />10 <br />20 <br />50 <br />100 <br />125 <br /> <br />CGCPI = +1- .18) <br />ZONE 1 ZONE 2 &3 <br />14,9 -23.7 14.9 -50,1 <br />13,6 -23.0 13.5 -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 />~ <br />o <br />I- <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 -25.9 <br />21.7 -23.6 21.7 -25,2 <br /> <br />NOTES: 1 FOR EFFECTIVE AREAS OR WIND SPEEDS BETWEEN THOSE GIVEN <br />ABOVE THE LOAD MAY BE INTERPOLATED, OTl1ERWISE USE THE <br />LOAD ASSOCIATED WITH THE LOWER EFFECTIVE AREA. <br />2 TABLE VALUES SHALL BE ADJUSTED FOR HEIGHT AND EXPOSURE <br />BY MULTIPLYING BY ADJUSTMENT COEFFICIENTS IN TABLE 1505.2D <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 />UJ <br />::E <br />0;2 <br />~Z <br />()~ <br />o <br />_ SHEET NO. <br />m <br /> <br />o <br />o <br />\.0 <br />2 <br />.- 0 <br />:::J~ <br />Z V> -r-i ~ <br />o ",....i ~ <br />~""OIN <br />v>>Q)U') <br />>~ ffi 55 I <br />~(]JMO'\ <br />Os...M\.O <br />~ <br />... <( 0 - I <br />a..-CLLM <br />...~j1ro~ <br /><(UlQ.. <br />I-(]JET""i <br />$ ro <br />.1- <br />Z <br />o <br />o <br />\0 <br /> <br />Vl <br />C <br />o <br />'0; <br />'S; <br />~ <br /> <br />l.() <br />o <br />0- <br />Nro <br />L.$ <br />~ ~ <br />O+-' <br />-0 V> <br />C <br /><( <br /> <br />>-1- <br />~z <br />z~ <br />......zz <br />Wooo <br />UWUlJ) <br />~~~z~ <br />00 0 <br />Z ex:: <( <br />0.::>0.. <br />W::>:E <br />I- ex:: <( <br />wWI- <br />:r: c::l F= w <br />c.D b I- :E <br />C2Z5~ <br />>-?i~Vl <br />a. ::E: ::) <br />O z :E <br /><iex::O <br />U-lw(t <br />o..zu. <br />V'lZ <br />......e::( <br />J:::E: <br />I- <br /> <br />S4 <br /> <br />~ <br />8 <br />w <br />::E: <br />o <br />J: <br />V) <br />::) <br />r.n <br />o <br />o <br />N <br />@ <br /> <br />C\I <br />~ <br />~ <br />LAST PLOT DATE <br />(5 Mar. 23, 05 <br /> <br />-.J <br />