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NOTE.• ALL S.M.B. SEC77ONS SHALL BE S77TCHED <br /> )JOKTOP & BOTTOM W/# . . . .C. (MAX <br /> EXTRUDED BOX HEADER <br /> N07E' FOR 2 X 8 AND 2 X 9 SMB(S) 10 S M.S ® 24" O (MA <br /> - ADD 50% ATTACHMENT <br /> MORE CONNECTORS, FOR 2 X 10 SMB - ADD 100% (SEE DETAIL PAGE 2-H) <br /> MORE CONNECTORS. (SCREWS AND BOL T5) <br /> (2) 3/8"0 THRU <br /> BOLTS (1"MAX. <br /> FROM T& B) #10 SMS <br /> 2 X_ SM.B./PA710 SECURE ALUMINUM INTO EA. <br /> 2 x - BEAM PAN ROOF PER NEW OR EXISTING <br /> CON77N000S THRU DETAIL PAGE 2-H SUPPORT STRUCTURE <br /> COLUMN <br /> 3'x3%4"x4" ALUM. COL. St-OPE <br /> MAN' EXTRUDED <br /> )OK <br /> [ 2 1/8" RECEIVING CHANNEL ��'�"�T BOX HEADER <br /> W/(2) 3/8"0 7HRU BOLTS OR 3" STRUCTURAL ALUM. ROOF SYSTEM (TYP.) <br /> (6) #10 X 3/4" 7EKS EA. SIDE <br /> 2"x8""x.072" S.M.B. EDGE BEAM <br /> BEAM TO COLUMN DETAIL (2) 3/8" DIA. THRU-BOLTS QB 10-#10 (OR <br /> N.T.S. 8-#12, OR 5-#14) S M.S. EVENLY STAGGERED <br /> ON ONE SIDE, FLUSH 14q7H COLUMN <br /> 3"x3"x.093" ALUMINUM POST <br /> 24' POST <br /> EXIST. GRADE <br /> • j <br /> 2500 PSI CONC. COMPACTED <br /> FILL <br /> H - 24" <br /> 6'-1/4'0 STEEL <br /> ANCHOR JR #10 <br /> S N.S. ON EA,SIDE (TYP.) POST F0077NG (SEE <br /> POST FOOTING DETAIL) <br /> 4--16" -� <br /> POST FOOTING DETAIL <br /> N T. S, CARPORT/OPEN PATIO DETAIL <br /> (NON-HABITABLE STRUCTURE) N.T.S <br /> i <br /> rDAD NORRIS ENGINEERING <br /> COLEMAN RD. <br /> ER HAVEN, FL 33880 <br /> ) 299-1048 P.E. 32186 Pg. 2-C <br /> C.A. 8283 <br />