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. <br /> , � <br /> �NOTE.• FOR 2 X B AND 2 X 9 SMB(S) — ADD 50% <br /> MORE CONNECTORS, FOR 2 X f0 SM8 — ADD 100% <br /> MORE CONNECTORS. (SCREWS AND BOLTS) <br /> �(2) 3/8'� 7NRU <br /> � BOLTS (1' MAX. <br /> fROM T& B) <br /> 2 X_ SM.B./PAAO <br /> 2x _ BEAM <br /> CON ANUOUS 7NRU <br /> COLUMN <br /> I 3"x3%4"x4"ALUM. COL. <br /> I �( 2 1/8" RECEIVING CHANNEL <br /> W/(2) 3/8'� 7HRU BOLTS OR <br /> (6) �)0 X 3/4" 7FKS EA. SIDE <br /> BEAM TO COL UMN DETAIL 3 ,�8-X , ,�2• X ,�8"[ BASE W/(2) 1/4'0 TAPCONS (2- <br /> N. T.S. MIN.—EMBED.) OR EQUI U./POST W/(2) 3/8"� TNRU 80LT5 <br /> �UM. BASE INSERT W/(2) 1/4'0 TAPCONS (2" MIN.—EMBED.) <br /> SECURE ALUM. COL W/(2) 3/8'� 7NRU BOLTS QB (5) jf10 <br /> (OR (4) �12, OR (3) �f14) SM.S. ON EACH S/DE OF COLUMN <br /> :;;" : ' . <br /> t •�ti. <br /> •� . <br /> . .•:}: � .�•:. . . <br /> RAlSED CONC. SLAB <br />� 3"x3" POST CONN. DETAIL <br />, N.T.S. <br /> 2 x_ sM.a./P,ano • <br /> (TYP.) 2" X 3'KNEE NDIF• <br /> BRACE � 45' ANGLE BEAM SPAN IS , <br /> MEASURED TO POINT <br /> OF KNEE BRACE. <br />� [ 2 1/8"ALUM. REC. CHANNEL� . <br /> W/(8) �10 7FKS PER EACN <br /> MEMBER �EACH END (FOR ALUM. COL, BLOCK <br /> C.M.U./CONC. WALL: USE (4) 1/4" WALL OR WOOD <br /> DIA. TAPCONS dc (8) �f0 TEKS) FRAMED WALL <br /> KNEE BRA CE <br /> N.T.S. <br /> �i �-� <br /> � DAV1D NORRIS ENG/NEERING <br /> 112 COLEMAN RD. <br /> WINTFR HAVEN, FL 33880 <br /> (863) 299—f048 P.E. 32186 Pg. 4—C <br /> C.A. 8283 <br />� <br />