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01-0271
Zephyrhills
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2001
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01-0271
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Last modified
3/6/2009 2:42:48 PM
Creation date
10/3/2006 10:55:23 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
01-0271
Building Department - Name
USER,RICKEY
Address
18TH ST
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<br />IN TERL OCKING ROOF PANS <br /> <br /> ROOF PAN (ALLOY J003 H-16) PAN AJAX. SPAN <br /> TlICXJCs:. SJe AJAX. SPAN WI aJllR II/. <br />[I~ n <br /> .026 .450 13'- 4" 16'-0" <br />'/' VARIES-...., I <br />I Ir I <br /> .032 .508 15'- 6" 18'-6" <br />fI 'I' - .032.......... { .032 ..146 77'- 0" 1.1'-0" <br />I. 7r , .) <br />NOTE:: PANS MA Y OVERHANG 1/5 OF SIMPLE SPAN, (UP TO J' MAX.) SPANS MA Y BE INCREASED 2- <br />FOR EACH Ir OF OVERHANG. CONSUL T AN ENGINEER FOR <br />GREA TER OVERHANG. <br /> <br /> <br />J" STRUCTURAL ALUM. <br />ROOF S'YSTE:AJ <br />2" s.AJ. BEAM (SEE CHARrs) <br />(2) .1/4" OIA.x .J 1/2" ST. THRU <br />BOL rs <br /> <br />J 1/8" X I 1/2" X 1/8' [ BASE W/ (2) <br />1/4' DIA. TAPCONS OR fOUIV./pOST W/ <br />(2) 1/4' OIA. x .J 1/2' STL. THRU SOL TS <br />- TOP OR SIDE MOUNT AU,OI+f'O- <br />ALUM, BASE INSERT <br />W/ (2) 1/4' OIA. X 2 1/4' TAPCONS <br />(2" MIN. -fMBED. T'rP.) SECURf ALUM, <br />COL. W/ (2) 1/4- OIA. THRU SOLTS <br /> <br />,,'11" e' <br /> <br />NEW OR EXISTING <br />4" 2500 PSI CONe. SLAB <br />(!XE PAGE: I-H) <br /> <br />Sf[ POST CONN. <br />DETAILS PAGE: I-F <br /> <br />CARPORT / OPEN PA TlO <br />DETAIL W/ ROOF ATTACHMENT <br />N. T. S. <br /> <br />ALUHINUM ROOF PANS - IB' X 2. 5' X BI05-H381 PANeL <br />AS MANUFACTURED GY ROYAL ALUMINUM, INC., LEESJJURG, FLORIDA <br /> <br /> WIND SPAN ,,/ SPAN ,,/ SPAN ./ <br /> THICKNE'SS VE'LOC /TY I' O/H 2' O/H 3' O/H <br />OPE:N 100 MPH 13' -8' 14' -0" 14'-4' <br />BUILDING .024' 110 HPH 12'-S' 13' -0" 13' -4' <br /> 120 "'PH 11' -S' 12'-0' 12'-4' <br />PARTIAL 100 "'PH 11' -8' IB'-O' 12'-4" <br />E:NCLOSED .024' 110 "'PH 10' -8' 11'-0" 11'.4' <br />JJUILDING 120 HPH 10' -0' 10' -4" 10' -s' <br />E:NCLOSED 100 "'PH 13' -4' 13' -S' 14'.0' <br />BUILDING .024' 11 0 "'PH 12' -0' 12' -4" 12'-S' <br /> 120 HPH 11'-4' 11' -s' 12'-0' <br /> <br />ROOF A TTACHMENT NOTES <br /> <br />FASTENER TO BE DETE:RMINED <br />BASED ON CONSTRUCnON OF <br />HOST STRUCTURE <br />ITO S.M.S. X 1 1/2" (I 8" <br />O.C. INTO !tOOD <br />JJB <br />(2) 110 0 16" O. C. INTO WALL STUDS <br />JJB <br />(2) /10 X 2" 024" D.C. THRU <br />3/4 (MIN.) FASCIA INTO TRUSS OR <br />RAFTER TAILS <br />J)jf <br />1/4N~ TAPCONS 0 8" 0. C. STAGGERED INTO CONC. <br />W/110 S.M.S. THRU REC. HEADER INTO PAN BOTTOM <br />liQE.;. 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 />DAVI IJ NDRR IS F:NGINF:F:R ING <br />IJES IGNF:lJ TD . 97 STANDARIJ JJUILIJING Cl1J)C <br />PF:R CHAPT, 1606 FOR 110 HPH WINIJ <br /> <br />F:XPIRE:S AFTF:R 2-01-03 <br /> <br />Pg, )-D <br />
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