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<br />SCREEN, VINYL & GLASS ROOMS <br /> <br />COMPOSITE ROOF PANELS: <br />(4) 1/4" x 4" LAG BOLTS WI <br />1-1/4" FENDER WASHERS PER <br />4'-0" PANEL ACROSS THE <br />FRONT AND 24" OC, ALONG <br />SIDES (WALK-ON) <br /> <br />2" x 2" OR 2" x 3" HOLLOW <br /> <br />CHAIR RAIL AND KICK PLATE <br />2" x 2" HOLLOW RAIL <br /> <br />POST ATTACHED TO BOTTOM <br />WI MIN, (2) #10 x 1-1/2" S,MS, <br />IN SCREW BOSSES <br /> <br />EXISTING SLAB MAY BE USED <br />IF IT IS IN GOOD CONDITION <br />AND IT IS APPROVED BY THE <br />BY THE BUILDING OFFICIAL <br /> <br />(1)HILTI1/2"x3-1/2"KBII- <br />BOLTS APPROVED FOR 665# <br />UPLIFT WI STD, PLATED CUT <br />STEEL WASHER <br /> <br />(1) 3/8" BOLT FOR 3" POST (2) <br />3/8" BOLTS FOR 3" x 4" POST <br /> <br /> <br /> <br /> <br />~ <br /> <br /> <br /> <br />" <br /> <br />TYPICAL UPRIGHT DETAIL <br />SCALE: 1/4" = 1" <br /> <br />SECTION 3 <br /> <br />RISER PANELS: (3) #8 x 1/2" <br />S,M.S, PER 12" PANEL <br /> <br />HEADER ATTACHED TO POST <br />WI MIN, (2) #10 x 1-1/2. S.M.S. <br />IN SCREW BOSSES <br /> <br />2" X 2",2" X 3" OR 3" x 2" <br />HOLLOW (SEE SPAN TABLES) <br /> <br />FOR SNAP EXTRUSIONS <br />CHAIR RAIL ATTACHED TO <br />POST WITH MIN, (2) #10 x . <br />1-1/2" S.M.S. IN SCREW <br />BOSSES <br /> <br />1" X 2" OPEN BACK BOTTOM <br />RAIL <br /> <br />1/4" x 2-1/4" MASONRY <br />ANCHOR @ 6" FROM EACH <br />POST AND 24" O.C, (MAX,) <br /> <br />Lawrence E. Bennett, P.E. <br />CIVIL ENGINEER - DEVELOPMENT CONSUL TANT <br />POBOX 4366, 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 WRITIEN PERMISSION Of LAWRENCE E BENNETT, P E <br /> <br />PAGE <br /> <br />83 <br />