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<br />/!JJ2E; ALUMINUM ROOF PANS SHALL BE OF ALUMINUM <br /> ALLOY 3705-H14 OR 3T05-H28 <br /> PAN .. MAX SPAN .Mf.I:!PM Mf.I:!PM <br /> MAX SPAN 1/ am 1M w/2'x.; It. It <br />(110 MPH) .026 9'-6' 77'-0' 77'-8- 73'-4' <br />WIND REGION .032 70'-.r 72'-0' 73.-4- 75'-0' <br /> .026 g'-O' 70'-8' 70'-8- 72'-2- <br />(120 MPH) <br />WIND REGION .032 9'-8' 77'-4' 72'-4- 74'-0' <br />(125 MPH) .026 8'-70- 10'-5. 70'-S- 77'-11' <br />WIND REGION .032 9'-6' 77'-7' 72'-0- 73'-8' <br /> .026 8'-8- 70'-2' 10'-4- 71'-S- <br />(130 MPH) <br />WIND REGION .032 9'-4' 10'-70' 17'-9- 13'-5' <br />(135 MPH) .026 S'-6' 10'-0' 10'-2- 71'-6- <br />WIND REGION .032 9'-2' 10'-S. 17'-6- 73'-2' <br /> <br />SPAN TABLES <br />FOR INTERLOCKING ROOF PANS (3"x 12") <br />IMPORTANCE FACTOR Iw= 1.0 FOR ENCLOSF:D BUILDINGS <br />IMPORTANCE FACTOR 1w=.77 FOR PART/ALL Y ENCLOSED B()/LDINGS <br /> <br />6- STEP FACIA <br /> <br />ROOF PAN DETAIL <br /> <br />OUTS/OF rnGF SUPPORT <br />..A. (NOT REQ'D FOR SPANS < BOX OF" MAX) <br />)( 6- STFP FACIA MATED WITH <br />2-X2-X.D40-XFUu.. LENGTH W/ <br />#70X3/4' 5.M.S. 0 72'D.C. <br /> <br />--I <br /> <br />I <br /> <br />I <br /> <br /> <br />r-- <br />I <br />I 1[ <br />-, <br /> <br />J <br />1 <br /> <br />OPT. 2-X3'"X.050' <br />(SEE DITA/L BELOW) <br /> <br />'t' VARlt:s 72' <br /> <br />fi i~~ecrTi~r r1 <br /> <br /> <br /> <br />Jl 2'x3"x.OSO- A7TACHED TO Elei'Y 3RD RISER W/#7Ox3/4' <br />5.11.5. 0 12- O.c. (2-x3"x.OSO' MUST CO\<fR CENTER 2,/.J <br />OF SIMPlE SPANS, AND MUST IE CONTlNUDUS OVElVCEN7ER BEAll) <br />(2ND RISER FROM EDGE MUST IE RE1NF'ORCED) <br />THIS DE:s1GN OPTION REQUIRES OUTSlDf: EDGE SUPPORT ON 1SI. <br />AND LAST PAN - SEE DETAIL A80~ .. <br /> <br />Nom <br />1. MAX. PAN SPAN MA Y BE INCREASED <br />6- FOR EA. l' OF o.H. <br />(IEASURED ro OUTSIDE OF GUTTER) <br />2. PANS MA Y OVERHANG 1/4 OF SIMPLE SPAN <br />(UP ro 4' MAX) <br />.I "SPANS MAY IE INCREASED 1'-O-IF: <br />OUTSIDE: EDGE SUPPORT IS USED ON BOTH END PANS <br />4. FOR EXPOsURE 'c: REDUCC TABLE VALUES. BY <br />MULTIPLYING BY.85 <br /> <br />7HESE STRUCTURES DESIGNED Wl7H THE 20CJ4. <br />FLORIDA BLDG. CODE W/ 2006 SUPPLD.fENT <br />ct CHAP. 6 OF ASCE 7 FOR 110-150 MPH <br />WIND va..OCITY (3 SEe. GUST) EXPOSURE 8 ct C. <br />VOID AFTER 2-1-09 III 1-1 -07 <br /> <br />DA \liD NORRIS ENGlNEIR1NG <br />112 COLEMAN RD. <br />WINTER HA Iat, FL. 33880 <br />(863) 299-1Q4.8 P.E. 32186 <br /> <br />Pg. 2-H <br />