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NO : INDUS7RY STANDARD ALUMINUM ROOF PANS SPAN TABLES � ` � <br /> SNALL BE OF ALUMINUM ALLOY 3105—H14 OR H25 FOR INTERLOCKING ROOF PANS (3"x12"� ', <br /> IMPORTANCE FACTOR Iw=.77 FOR PARAALLY ENCLOSED BUILDINGS I <br /> 6' STEP FAC/A ROOF PAN DETAIL <br />� . <br /> OUTS/DE EDGE SUPPORT <br /> � (NOT REQ'D FOR SPANS <80� OF MAX.) <br /> 6' STEP FACIA MA7ED W17F! <br />�, 2'X2'X.040 XFULL LENG7N W/ <br /> �lOX3/4' S.M.S � 12'O.C. <br /> � - 1 <br /> I �'f' VARIES 12' I <br /> � _ -, <br /> ROOF PAN REINFORCEMENT DETAIL <br /> Nn�c• <br /> 2. OUTSIDE EDGE SUPPORT(6" S7EP FACIA t 2x2) IS REQUIRED <br /> UNLESS SPAN < 80R OF MAX. <br /> 6" S7EP FASCIA W/,�f0 x 3/4' SM.S <br /> � 12' 0.C. INRU RISER INTO <br /> 2'x 2' x 0.040' SAFFENER <br /> (SEE ABOVE FOR ROOF PAN DETAIL) <br /> � (1) ,�10 x 3/4' W. HEAD <br /> SMS. TOP OF RISER. <br /> � <br /> ROOF PAN <br /> FOR WOOD CONNEC110N USE <br /> � � �10 x 1-1/2' W. HEAD SMS <br /> � IHRU ROOF PAN dc BOX <br /> � HEADER 3' ON CEN7E'R INTO <br /> HOST SIRUC7URE. � <br /> � <br /> (4) PER ROOF PAN ,�10 x 3/4' <br /> 1FK �3' O.C. INTO BEAM. <br /> 6' STEP FASCIA W/,�10 x 3/4' S M.S. <br /> � 12' O.C. THRU RISER INTO <br /> 1'xi'x2'x.060'ANGLE CLIP 2°x 2' x 0.040' S7IFFENER <br /> W/(2) ,(�10 x 3/4' W. (SEE Pg. 2—H FOR ROOF PAN DETAIL) <br /> HEAD SMS EACH WAY. <br /> BEAM PER PLAN <br /> TYP. SECTION DETAILS <br /> N.T.S <br /> ��__ <br /> � ` _ I <br /> ( - - "� ---- � I <br /> ��--- -�--- <br /> _ DAV1D NORRIS ENGINEERING <br /> + I 112 COLEMAN RD. <br /> '^Z. \�j I l� WINTER NAVEN, FL 33980 <br /> (863) 299-1048 P.E. 32186 Pg. 2—H <br /> � C.A. 8283 <br />