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<br /> <br />SPAN TABLES <br />FOR . TERLOCKING ROOF PANS <br />6' srC) FACIA <br /> <br />IMPORTANCE FACTOR lw= /.0 FOR ENCLOSED BUILDINGS <br />IMPORTANCE FACTOR 1.=. 77 FOR PARTlALL Y ENCLOSED BUILDINGS <br /> <br />ROOF PAN OCTAIL <br /> <br />PAN .1t MAX, SPAN AL/MINUM *. 9'Arja'. 9'Ar <br />IIGl6lI1AX. SPMI 'ItlHla ALLOY W/1-x." ',h"x.r. <br /> 9"-6- ~" '-0- H 28 "'-8- ,~'-.- <br />.026 <br /> 9'-4- '0'-8- H 25 ,,'-..- I~'-O- <br />(1'0 MPH) WINO ReClON <br /> '0'-4' 12'-0- H 28 '~'-4" '5'-0- <br />.0~2 <br /> 10'-2" "'-8- H 25 ,~'-o- 14'-6" <br /> <br />..A.. - OPTIONAl. OUTSIDC EDGE SUPPORT, <br />[ -. K / 6' ST~P FACIA HATED III TH r _ _ <br />r 1 I 2' X2' X. 040' XFULL -LENGTH 11/ T <br />~ I- - -- '10:3/4' HIN. S. H. S. ~ 12' a C.: <br /> <br /> <br />J OPT. 2'X3'X. 050' - 1)If L <br />~ (SEE DCTAlL BCLOII) I <br /> <br />_ t' VARlESJ '2" I <br /> <br />.... <br /> <br />.~.]OF PAN REINFORCEMENT DETAIL <br /> <br />r r;T__. -1 r r~T r <br /> <br />· 2'x3'x. 050' 'TTACHED TO EVERY 3RD RISER II/II10x3/4' <br />S. H. S. ~ 12' C ~. (2- X3' X. 050' HUST COVER CENTER 2/3 <br />OF SIHPtE SPANS. AND MUST BE CONTINUOUS OVER CENTER BCAH) <br />Irlpo,.tone. Foetor: I,,::. II <br />For ~fl Bui (ding <br />PAN JMx. SPMI AL/JIIINtM *. !PMI.I/AX !PAN <br />IIDIO MAl SPM rtlDfla ALLOY W/2"X~" ~J';': <br /> <br /> 9'-0- '0'-8- H 28 '0'-8" 12'-2- <br />.026 <br /> 8'-'0" '0'-4" H 25 '0'-6" '2'-0" <br />(l20 MPH) 'MHO ReGION <br /> 9'-8- "'-4- H 28- '2'-4' '.'-0- <br />.0~2 <br /> 9'-6' "'-0- H 25 '2'-0- 1~'-6- <br /> <br /> '0'-10' '2'-6' H 28 <br />.OZ, i---. <br /> '0'-6 . '2'-Z" H 2' <br />("0 III'H) lIIMI RCCi,;xy <br /> . <br /> "'-70' i '~'-8- H 28 <br />.032 <br /> "'-S' 'J'-J- H 2~ <br /> <br /> 8'-6" '0'-0- H 28 '0'-2' " '-6" <br />.026 <br /> 8'-4' 9'-8- H 25 .10'-0' " '-4- <br />(I~' IIPH) IWNO /ff;(il0N <br /> 9'-2- '0'-8- H 28 "'-6- '~'-2' <br />.OJ2 <br /> g'-O" 10'-4- H 2' "'-4" '2'-10- <br /> <br />,\ <br /> <br /> '0'-)" 12'-2" H 28 <br />.026 <br /> '0'-0' "'-'0" H 2' <br />(120 ',PH) .vo REGION <br /> "'-0' '2'-'0- H 28 <br />.OJ2 ,. <br /> '0'-8' 12'-6- H 25 <br /> , <br /> 9'-8" I ,,'_4- H 28 <br />.021 <br /> 9'-6' "'-0" H 2' <br />(l35 ,.".,.,) ItMU IfE:G1CN <br /> <br />NOTE, <br />1. MAX. PAN SPAN HAY BE INCREASED <br />6' FOR EA. l' OF a H. <br />(H€ASURED TO OUTSIDE OF CUTTER) <br />2. PANS HAY oVf:RHANG 1/4 OF SIHPLE SPAN <br />(UP TO 4' MAX) <br />3. '* SPANS H.4Y BE INCREAS€D 8' IF: <br />OUTSIDE E/J(jE SUPPORT IS USED' BOTH ENDS <br /> <br />;::; <br />~ <br /> <br />THEse STRUCTUReS Df:SlGNeO 'MTH <br />THf: 2001 Fl.ORIOA 8LDG. CODe <br />4c CHAP. 6 OF ASCE 7 FOR 110-135 AIPH 'MNO <br />veLOCITY (.J SEC. GUST) EXPOSURe B. <br />VOID AFTFfi 2-1-05 <br /> <br />'0'-6" IZ'-2- <br />.au <br />I 'rtf'-r ,,'-ro- <br /> <br />H 28 <br /> <br />DA vtD NORRIS ENGINEERING <br />112 COLEMAN RD. <br />l-lER HA~ FL .llIBJ <br />(863) 299- '048 P.E. J2'86 <br /> <br />Pg. 2-H <br /> <br />SHEET <br />NO. <br /> <br />H Z5 I II <br /> <br />DA 1ID NORRIS ENGINEERING <br />FL. P,E. #32186 <br />4//?....... EVCINEERS. LAND SURVEYORS · PLANNERS * <br />I . PERMITTINC · DRAFTING . ~ <br />~ 112 COLEMAN ROAD ~ <br />WINTER HA VEN, FLORIDA 33880 <br />. (863)299- 1048 <br />MA~TER PLANS 110 up to 135 MPH (3 SEC. <br />ALUM/"UM PA TlOS, CARPORTS, SCREEN ROOMS, POOL <br /> <br />2 <br /> <br />GUS T) WIND REGIONS <br />ENCLOSURES &- DETAILS <br /> <br />",~~ <br /> <br />~, <br />