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SECTION 3 ALTERNATE CONNECTION DETAIL 1- x 2- WITH (3) #10 x 1-1/2- S.M.S. INTO SCREW BOSS (2) #10 x 1 1/2- S. M. S. INTO SCREW BOSS ANCHOR1-x2-PLATETO CONCRETE W/1/4- x 2-1/2- CONCRETE ANCHORS WITHIN 6- OF EACH SIDE OF EACH POST AND 24- O.C. MAX. MIN. 3-1/2- SLAB 2500 PSI CONC. 6 x 6 -10 x 10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE SCREEN, VINYL, GLASS & MODULAR ROOMS \ BEAM/HEADER ANGLE CLIPS MAY BE SUBSTITUTED FOR INTERNAL SCREW SYSTEMS MIN. (3) #10 x 1 1/2- S.M.S. INTO SCREW BOSS 1- x Z- EXTRUSION 1-118- MIN. IN CONCRETE ALTERNATE HOllOW UPRIGHT TO BASE AND HOLLOW UPRIGHT TO BEAM DETAIL SCALE: 3- = 1'-0- ANCHOR1-x2-CHANNELTO CONCRETE WITH 1/4- x 2-1/4-CONCRETE ANCHORS WITHIN 6- OF EACH SIDE OF EACH POST AT 24- O.C. MAX. OR THROUGH ANGLB AT 24- 0.0. MAX. MIN. 3-1/2- SLAB 2500 PSI CONC. 6x6-10x10 W.W.M. OR FIBER MESH VAPOR BARRIER UNDER CONCRETE HEADER BEAM ..J CD CD , .,. ': . (4) #10 x 1/2- S.M.S. EACH SIDE OF POST H-BAR OR GUSSET PLATE 2- x 2- OR 2- x 3- OR 2- S.M.B. POST MIN. (4) #10 x 1/2- S.M.S. @ EACH POST 1- x 2- EXTRUSION 1-1/8- MIN. IN CONCRETE ALTERNATE PATIO SECTION TO UPRIGHT AND PATIO SECTION TO BEAM DETAIL SCALE: 3- = 1'-0- Lawrence E. Bennett, P.E. CML ENGINEER. DEVELOPMENT CONSUL '''NT P.O. BOX 4368, sount DAYTONA, Fl32,?1 TELEPHONE (386) 767~nl, FAX (386) 767-M56 SEAL PAGE ........) e COPYRIGHT 2002 3.12 NOT TO BE REPRODUCED IN WHOLE OR IN PART V '1fT THE WRITTEN PERMISSION OF LAWRENCE E. BENNETT, P.E.