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<br />::il::l,.; IIUN j <br /> <br />EDGE BEAM <br /> <br />1. x 2. OPEN BACK ATTACHED <br />TO FRONT POST WI .10 X 2. <br />S.M.S. MAX. 6. FROM EACH <br />PURLlN AND 24. O.C. <br /> <br />FRONT WALL PURLlN <br /> <br />i. <br /> <br />::iI.JKt:t:I'l, VIN Y L ~ uLA::i::i KUUIVI~ <br /> <br /> <br />o <br /> <br /> <br /> <br />.' <br /> <br />, 4 <br /> <br />TYPICAL CORNER DETAIL <br />SCALE: 1/4. = 1. <br /> <br />Lawrence E. Bennett, P.E. <br />CI\II. ~ - DE\lELOf'IEHTCONSlII. TNIT <br />P,O. BOX _. SOUTH DAYTONA. FL 3212' <br />TElEPHONE (IIM),.,...n4 <br />FAX (IIM),.,-8558 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />SIDE WALL HEADER <br />ATTACHED TO 1. x 2. OPEN <br />BACK WI MIN. (2)#10 x 1-112. <br />S,M.S. <br /> <br />SIDE WALL PURLlNS <br />ATTACHED TO 1. x 2. OPEN <br />BACK WI MIN. (2) #10 x 1-112. <br />S.M.S. IN SCREW BOSSES <br /> <br />FRONT AND SIDE BOTTOM <br />RAILS ATTACHED TO <br />CONCRETE WI 114. x 2-1/4. <br />MASONRY QUICK SET @l6. <br />FROM EACH POST AND 24. <br />O. C. MAX. AND WALLS MIN. 1. <br />FROM EDGE OF CONCRETE <br /> <br />82 <br /> <br />C COPYRIGHT.909 . <br />NOT TO BE REPROllUCED IN WHOlE DR II PART WITliOUT 1lE _TTEN PERMISlltON OF lAWRENCE E, BENNETT. P,E, <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br />COMPOSITE ROOF PANELS: <br />(4) 114. x 4. LAG BOLTS WI <br />1-1/4. FENDER WASHERS PER <br />4'-()" PANEL ACROSS THE <br />FRONT AND 24. O.C. 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 1-112. S.M.S. <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 />(1) HIL Tlll2. x 3-112. KBII- <br />BOLTS APPROVED FOR 665# <br />UPLIFT WI STD. PLATED CUT <br />STEEL WASHER <br />(1) 318. BOLT FOR 3. POST (2) <br />318. BOLTS FOR 3. x 4. POST <br /> <br /> <br /> <br />~ <br /> <br /> <br />TYPICAL UPRIGHT DETAIL <br />SCALE: 114. = l' <br /> <br />SECTION 3 <br /> <br />RISER PANELS: (3) #8 x 112. <br />S,M.S. PER 12. PANEL <br /> <br />HEADER ATTACHED TO POST <br />WI MIN. (2) .10 x 1-112. 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 />1-112" S.M.S.IN SCREW <br />BOSSES <br /> <br />1. x 2. OPEN BACK BOTTOM <br />RAIL <br /> <br />1/4. x 2.114. MASONRY <br />ANCHOR @l6. FROM EACH <br />POST AND 24. O.C. (MAX.) <br /> <br />Lawrence E. Bennett, P.E. <br />CMl ENGINEER - DE\lELllf'IENT CONSULTANT <br />P.O. BOX 4381. 8OlJ1lI DAYTONA. Fl3212t <br />TELEPHONE (104) .,1,,-4n4 <br />FAX~)"'-8558 <br /> <br />SEAL <br />PAGE <br /> <br />@ COPYRIGHT 1999 <br />NOT"fO BE REPRODUcED IN WHOlE OR IN PART WITHOUT THE WfllnEN PERMISSION OF LAWRENCE E BENNETI. P E <br /> <br />83 <br />