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02-1050
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02-1050
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Last modified
3/6/2009 2:56:07 PM
Creation date
11/7/2006 8:54:05 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-1050
Building Department - Name
SMITH
Address
37633 NEWPORT DR
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<br /> ROOF PAN (ALLOY 3003 H-16) PAN MAX SPAN <br /> iT/lOOCS!. Sx J/AX SPAN 'I fINER /I/. <br />[I~ n <br /> .026 ,450 1.:]'- 4" 16'-OM <br />'t' VARIES---", ~1 <br />I. Ir ~ <br /> ,032 .608 15'- 6M 18'-6" <br />[f 't' - , 032 ---.... [ .032 .346 71'- OM l.1'-OM <br />I lr .1 <br />NOTE:: PANS MA Y OVERHANG 1/5 OF SIMPLE SPAN, (UP TO J' MAX.) SPANS MA Y BE INCREASED 2M <br />FOR"EACH Ir OF OVeRHANG. CONSUL T AN ENGINEER FOR <br />GREA TER OVERHANG. <br /> <br />IN TERL OCKING ROOF PANS <br /> <br /> <br />ALUHINUH RDOF PANS - 1;:' X e, 5" X 810S-H38J PANEL '. <br />AS MANUFACTURED GY ROYAL ALUHINUH. INC., /.;ECSmmG. FLORIIJA; <br /> <br /> <br />TH <br /> <br /> <br />OPEN <br />BUILDING <br /> <br />SECURE ALUM, PANS <br />W/ (3) po S.M,s'/PAN <br />W/ WASHERS (TYP. . EA. END) <br />oPE <br /> <br />PARTIAL <br />ENCLOSED <br />BUILDING <br />ENCLOSED <br />BUILDING <br /> <br />J" STRUCTURAL AWM, <br />ROOF SYSTEM <br />2" s'M, BEAM (SEE CHARTS) <br />(2) 1/"'- OIA.x 3 1/2" ST. THRU <br />BOL TS <br /> <br />...... .. <br /> <br />NEW OR COSTING <br />4" 2500 PSI CONe, SLAS <br />(SEE PAGE I-H) <br /> <br />- <br />ROOF A TTACHMENT NOTES <br /> <br />FASTENER TO BE DETERMINED <br />BASED ON CONSTRUCTION OF' <br />HOST STRUCTURE <br />"0 S.M.S. X , 1/2" II 8" <br />O. C. INTO KtJOD <br />12B <br />(2) 110 0 16" O.C. INTO WALL STUDS <br />12B <br />(2) /'0 X 2" II 24M a.C. THRU <br />3/4 (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS <br />mi <br />1/4"~ TAPCONS 0 8M O,C. STAGGERED INTOCONC.",. <br />W/ /10 S.M.S. THRU REC. HEADER INTO PAN80rrOM <br />/::1.fJE;. 1 1/4" MIN. EMBEDMENT INTO CONC. <br />1 1/2" MIN. EMBEDMENT INTO KOOD <br /> <br />* REPLACE ALL DETERIORA TlNG <br />WOOD; w/ FASCIA SECURED <br />TO RAFTER (TRUSS) TAILS <br />DAVID NORRIS ENGINEERING <br />DESIGNE/J TO '97 STANDARD 8UiLDiNG Ct1JJE <br />PER CHAPT, /606 FOR /10 HPH WIND <br /> <br /> <br />J 1/6" X I 1/2" X 1/8" [ BASE W/ (2) <br />1/4" DIA. TAPCONS OR EOUIV./pOST W/ <br />(2) 1/4" DIA, " J 1/2" S7L. THRU SOl. TS <br />- TOP OR SIDE MOUNT AL.LO~D- <br />ALUM, SASE INSERT <br />W/ (2) 1/4" OIA. X 2 1/4" TAPCONS <br />(2" MIN.-EMBED. TYP.) SECURE ALUM. <br />COL. W/ (2) 1/4. DIA, THRU SOL rs ' <br /> <br />SEE POST CONN. <br />DETAILS PAGE I-F <br /> <br />CARPORT / OPEN PA no <br />DETAIL W/ ROOF ATTACHMENT <br /> <br />r-...o..---- "~-r-~ ~_ -" __ <br /> <br />Pg, 1-.D <br /> <br />Ih <br />
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