Laserfiche WebLink
<br />SCREEN, VINYL & GLASS ROOMS <br /> <br />(2) #10 x 1" S. M. S. INTO <br />SCREW SLOTS <br /> <br />ANCHOR 1" x 2" PLATE TO <br />CONCRETE WI 1/4" x 2-1/2" <br />CONCRETE ANCHORS WITHIN <br />6" OF EACH SIDE OF EACH <br />POST AND 24" O.C. MAX. <br /> <br />MIN. 3-1/2" SLAB 2500 PSI <br />CONC. 6x6-10x10 W.w.M. OR <br />FIBER MESH <br />VAPOR BARRIER UNDER <br />CONCRETE <br /> <br /> <br /> <br />~ <br /> <br />SECTION 3 <br /> <br />BEAM I HEADER <br /> <br />ALTERNATE CONNECTION <br />DETAIL 2" x 2" x 0.063" ANGLE <br />CONNECT UPRIGHT @ BEAM I <br />HEADER AND CHAIR RAIL <br /> <br />ANGLE CLIPS MAY BE <br />SUBSTITUTED FOR INTERNAL <br />SCREW SYSTEMS <br /> <br />1" x 2" EXTRUSION <br /> <br />1-1/8" MIN. IN CONCRETE <br /> <br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DET AI L <br />SCALE: 1/4" = 1" <br /> <br />2" X 2" OR 2" x 3" OR 2" 5MB POST <br /> <br /> <br />o 0 <br /> <br />o q <br />. ----- <br /> <br />ANCHOR 1" X 2" PLATE TO CONCRETE <br />WITH 1/4" x 2-1/2" CONCRETE <br />ANCHORS WITHIN 6" OF EACH SIDE <br />OF EACH POST AT 24" O.C. MAX, <br />OR THROUGH ANGLE AT 24" O.C. MAX. <br /> <br />MIN. 3-1/2" SLAB 2500 PSI CONC. <br />6x6-10x10 W.w.M, OR FIBER MESH <br /> <br />VAPOR BARRIER UNDER CONCRETE <br /> <br /> <br /> <br />(4) #10 x 1/2" S.M.S. EACH SIDE <br />OF POST <br /> <br />HEADER BEAM <br /> <br />H-BAR OR GUSSET PLATE <br />2" x 2" X 1/16" ANGLE EACH SIDE <br />ATTACH TO POST AND CONCRETE <br />AT LOAD BEARING WALL WITH <br />(2) #10 x'1/2i. S.M.S. EACH SIDE <br />1" x 2" EXTRUSION <br /> <br />1-1/8" MIN. IN CONCRETE <br /> <br />SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL <br />SCALE: 1/4" = 1" <br /> <br />. ...,. ~ <br /> <br />.. <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER. DEVELOPMENT CONSUL TANT <br />P,O, BOX 4368, SOUTH DAYTONA, FL 32121 <br />TELEPHONE (904) 767-4774 <br />FAX (904) 767.6556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1999 <br />NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT THE WRITTEN PERMISSION OF LAWRENCE E BENNETT, PE <br /> <br />PAGE <br /> <br />81 <br />