Laserfiche WebLink
NOTE• ALL S.M.B. SECTIONS SHALL BE STITCHED <br /> _ ADD 50% TOP do BOTTOM W/170 SM.S O 24' O.C. (MAX.) EXTRUDED BOX HEADER <br /> MORE CONNECTOR$ FOR 2 X 10 SUB— ADD IOOX ATTACHMENT <br /> MORE CONNECTORS (SCREW(SCRE AND BOLTS) (SEE DETAIL PAGE 2—N) <br /> (2) 3/8'/ 7HRU <br /> BOLTS (1'MAX. 110 SMS <br /> FROM T&B) INTO EA. <br /> 2 X_ SM.B./PA770 P N ROOF ER UM RI�� <br /> 2 x_ BEAM NEW OR EMS77NG <br /> CONTINUOUS 7HRU DETAIL PAGE 2—H SUPPORT STRUCTURE <br /> COLUMN I <br /> 3' %4'x4'ALUM. COL MAN• �'�E EXTRUDED ' <br /> [2 1/8'RECEIVING CHANNQ <br /> x3 1�4, BOX HEAD <br /> W/(2) 3/8 0 THRU BOLTS OR 3'S7RUC7URAL ALUM. ROOF SYSTEM (7YP.) <br /> (6) 110 X 3/4' 7EKS EA. SIDE <br /> 2'x6.x.050'S.M.B. EDGE BFAM <br /> BEAM TO COLUMN DETAIL (2) 3/8'DIA. 7HRU—BOL75 98 10-110 (OR <br /> N.T S, 8—/12, OR 5-114) SM.S EVENLY STAGGERED <br /> ON ONE SIDE; FLUSH W/7H COLUMN <br /> 3'x3'x.093'ALUMINUM POST <br /> 2 X_ S.M.B./PA710 <br /> 3 1/8'X 1 1/2'X 1/8'[BASE W/(2) 1/4% TAPCONS (2' <br /> MIN.—EMBED.) OR EQUIVIPOST W/(2) 3/8.0 7HRU BOLTS <br /> X 3'KNEE AL <br /> BEAM SPAN IS <br /> BRAG 0 <br /> E 45'ANGLE ALUM. BASE INSERT W/(2) 1/4.0 TAPCONS (2'MIN.—EMBED.) <br /> BRACE MEASURED TO POINT r SECURE ALUM. COL W/(2) 3/8 0 THRU BOLTS OR (5) 110 <br /> OF KNEE BRACE. (OR (4) 112, OR (3) 114) S.M.S. ON EACH SIDE OF COLUMN <br /> [2 1/8'ALUM. REC. CHANNELS. <br /> ;4• 5. . •' <br /> W/(8) 110 7EKS PER EACH Z ' <br /> MEMBER O EACH END (FOR ' <br /> CM.U./CONC. WALL. USE(4) 1/4' ALUM. COL, BLOCK .: <br /> WALL OR WOOD <br /> DIA. TAPCONS do (8) 110 7EKS) 8 EXIS77NG 4' CONC. SLAB W/ <br /> FRAMED WALL MIN, EXISTING FOOTERS (BY OTHERS) <br /> KNEE BRA CE <br /> N.T.S. <br /> FRONT PORCH DETAIL <br /> (NON-HABITABLE STRUCTURE) N.T.S <br /> 10 <br /> 3 ) <br /> DAWD NORRIS ENGINEERING <br /> 112 COLEMAN RD. <br /> WINTER HAVEN, FL 33880 . <br /> (863) 299-1048 P.E. 32186 Pg,. 2-C <br /> CA. 8283 <br />