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<br /> SPAN TABLES <br /> FOR INTERLOCKING ROOF PANS (3"x 72") <br /> PAN MA~AN MAX. SPAN ALUMINUM IK //AX. SPAN fW IIAX. SPAN IMPORTANCE FACTOR Iw= I, 0 FOR ENCLOSED BUILDINGS <br /> 1IfC1(]6. 'I CEN/fR fJI. ALLOY W/2"X3- W~"XJ" .t <br /> CEN/fR /EM/ IMPORTANCE FACTOR Iw=, 77 FOR PARTIALLY ENCLOSED BUILDINGS <br /> 9'-6- 11'-0- H 28 11 '-8- 13'-4- <br /> ,026 <br /> 9'-4- 10'-8- H 25 11'-4- 13'-0- 6' STEP FACIA ROOF PAN DETAIL <br />(770 MPH) ~- OPTIONAL OUTSIDE EDGE SUPPORT, <br />WIND REGION '* 6' STEP FACIA HATED IIITH <br /> 10'-4- 12'-0- H 28 13'-4- 15'-0- c'Xc'x. 040'XFULL-LENGTH 11/ <br /> ,032 I"l #lOX3/4' MIN. S, M, S, ~ 1 c' a c, ~ - - TT <br /> 10'-2- 11'-8- H 25 13'-0- 14'-6- <br /> ---I <br /> I I ~ <br /> OPT, c' X3' X. 050' i * -~ 1 <br /> g'-O- TO'-8" H 28 10'-8- 12'-2- J I (SEE DETAIL DELOII) <br /> ,026 <br /> 8'-10- 10'-4" H 25 10'-6- 12'-0- L't' VARIES I <br />(720 MPH) - 12- <br /> - <br />WIND REGION <br /> 9'-8" 11'-4- H 28 12'-4- 14'-0- <br /> ,032 <br /> 9'-6" 11 '-0- H 25 12'-0- 13'-6- ROOF PAN RElNFORCEMENT DETAIL <br /> 8'-10- 10'-5" H 28 10'-6- 11 '- 11- r i;T r r i~T r <br /> ,026 IK c'x3'x, 050' ATTACHED TO EVERY 3RD RISER 1I/#IDX3/4' <br />(725 MPH) 8'-8- 10'-1- H 25 10'-4- II'-g- S. M. S. @ 1c' O. C. (c' X3' X. 050' MUST COVER CENTER c/3 <br /> OF SIMPLE SPANS, AND MUST BE ,CONTINUOUS OVER CENTER BEAM) <br />WINO REGION <br /> 9'-6- 11'-1- H 28 12'-0- 13'-8- <br /> ,032 <br /> 9'-4- 10'-g- H 25 11'-9- 13'-3- <br /> NOTE:: <br /> 1. MAX. PAN SPAN MA Y BE INCREASED <br /> 6' FOR EA. /' OF O. H. <br /> 8'-8- 10'-2- H 28 10'-4" 11 '-8- (MEASURED TO OUTSIDE OF GUTTER) <br /> ,026 c. PANS MAY OVERHANG 1/4 OF SIMPLE SPAN <br /> 8'-6- g'-IO- H 25 10'-2- 11 '-6- (UP TO 4' MAX) <br />(730 MPH) 3. '* SPANS MAY BE INCREASED /' -0' IF: <br />WINO REGION OUTSIDE EDGE SUPPORT IS USED ON BOTH END PANS <br /> 9'-4- 10'- 10" H 28 11 '-g- 13'-5- <br /> ,032 <br /> g'-2" 10'-6- H 25 11 '-6- 13'-0- <br /> 8'.!..6- 10'-0" H 28 10'-2- 11 '-6- THESE STRUCTURES DESIGNED WITH <br /> ,026 <br /> 8'-4" 9'-8- H 25 10'-0- 11'-4- THE 2001 FLORIDA BLOG, CODE <br />(735 MPH) & CHAP, 6 OF ASCE 7 FOR 110-135 MPH WIND <br /> VELOCITY (3 SEe. GUST) EXPOSURE B. <br />WINO REGION 9'-2- 10'-8" H 28 11'-6- 13'-2- 010 AFTER 2-1-07 <br /> ,032 DA VlO NORRIS ENGINEERING <br /> g'-O- 10'-4- H 25' 11'-4- 12'-10- 112 COLEMAN RD, <br /> WIN TER HA VEN, FL. 33880 Pg. 2-H <br /> (863) 299-1048 PE 32186 <br />DA VI D NORRIS ENGINEERING SHEET <br /> NO. <br /> FL. P.E. #32186 I <br /> ENGINEERS · LAND SURVEYORS · PLANNERS * <br /> PERMITTING. DRAFTING 2 <br />//. 112 COLEMAN ROAD . <br /> WINTER HA VEN, FLORIDA 33880 <br /> (863)299-1048 <br />MASTER PLANS 110 up to 135 MPH (3 SEe. GUST) WIND REGIONS <br /> ALUMINUM PAnos, CARPOR TS, SCREEN ROOMS, POOL ENCLOSURES & DETAILS <br />