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. � , . . <br /> N�• INDUSTRY STANDARD.ALUM/NUM ROOF PANS SPAN TABLES <br /> SHALL BE OF ALUM/NUM ALLOY 3105—H14 OR N25 FOR INTERLOCKING ROOF PANS (3�X12"� <br /> s' S7FP FAC/A ROOF PAN DETAIL <br /> QUTS/DE EDGE SUPPORT <br /> � (NOT REQ D FOR SPANS �80R OF MAX.) <br /> 6' STFP FACIA MAIFD WiTH <br /> 2 X2"X.040'XFULL LENG7N W/ <br /> ,�lOX3/4' S M.S � 12'0.C. <br /> �' <br /> � 1 <br /> I �'t' VARIES �2' I <br /> � � <br /> � ROOF PAN RElNFORCEMENT DETAIL <br /> J <br /> N07�S• <br /> 2. OU7SlDE EDGE SUPPORT(6'S7FP FAClA + 2x2) lS REQUIRED <br /> 6' S7EP FASCIA W UNLESS SPAN < 80R OF MAX. <br /> /j70 x 3/4' S M.S <br /> O 12' 0.C 7HRU RISER INTO <br /> 2'x 2�x 0.040' SAfFENER <br /> (SEE ABOVE FOR ROOF PAN DETA/L) <br /> � (1) ,/f 0 x 3/4' W. HEAD <br /> SMS TOP OF RISER. <br /> � <br /> ROOF PAN <br /> FOR W000 CONNECIION USE <br /> � � ,�f0 x 1-1/2' W. HEAD SMS. <br /> � 7HRU ROOF PAN dc BOX <br /> � HEADER 3' ON CENTER INTO <br /> HOST SIRUCJURE. � <br /> � <br /> (4) PER ROOF PAN /f0 x 3/4' SM.S./TE'K <br /> W/3/4'NEO. WASHER O 3' O.C. INTO BEAM. <br /> 6' S7EP FASCIA W//10 x 3/4' S.M.S. <br /> O 12' O.C. 1HRU RISER INTO <br /> 1'xi'x2'x060'ANGLE CL/P 2'x 2'x 0.040'SAfFENER <br /> W/(2) ,/f0 x 3/4' W. (SEE Pg. 2—H FOR ROOF PAN DETAIL) <br /> HEAD SMS EACH WAY. BEAM PER PLAN <br /> TYP. SECTION DETAILS <br /> N.T.S <br /> - - f�=, _ _ `,�J_��� � �� <br /> DAViD NORRIS ENGINEERING <br /> 112 COLEMAN RD. <br /> WINTER HAVEN, FL 33880 <br /> (B63) 299—f04B P.E. 32fB6 Pg. 2—H <br /> C.A. 8283 <br />