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<br />SECTION 3 <br /> <br />EDGE BEAM <br /> <br />r x 2" OPEN BACK <br />A TT ACHED TO FRONT POST WITH <br />. *10 x 2" S.MS. MAX. 6" FROM <br />EACH ~ An) 24' O.C. <br /> <br />FRONT WAll. ~ <br /> <br />COt.POSITE ROOF PANELS: <br />(4) *10 x (t + V2") WITH <br />WITH 1- V4" FeVER WAStERS <br />PER 4'-0' PAtEL ACROSS TIE <br />FRONT A/IV 24' O.C. ALONG <br />soes (WALK-ON) <br /> <br />2" x 2' OR 2" x 3" HOLLOW <br />SEE SPAN TABlE /-EADER <br /> <br />~ RAL AK> KICK PLATE <br />2" x 2" HOLLOW RAL <br /> <br />POST A TT ACI-ED TO BOTTOM <br />WITH ~ (2) *10 x 1-V2" S.M.S. <br />N SCREW BOSSES <br /> <br />EXlSTN3 SLAB MAYBE USED F <br />N GOOD CONDmON AK> APPROVED <br />BY TIE BlJI...DNG 0FF1CIAL <br /> <br />(1) t-L Tl V2" x 3- V2" KBI- BOLTS <br />APPROVED FOR 66~ lPLFT WITH . <br />STD. PLATED CVT STEEL WASHER <br /> <br />(1) 3/8' BOLT FOR 3" POST <br />(2) 3/8" BOLTS FOR 3' x 4" POST <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br /> <br /> <br />------ <br /> <br /> <br />o <br /> <br />o <br /> <br />SDE WAll. HEADER ATTACHED TO <br />1" x 2" OPEN BACK WITH MIN. <br />(2)*10 x 1-1/2" S.M.S. <br /> <br />SeE WAll. PURLNS ATTACHED TO <br />1" x 2" OPEN BACK WITH MIN. <br />(2) *10 x 1-1/2" S.MS. IN <br />SCREW BOSSES <br /> <br />FRONT AND seE BOTTOM RAILS <br />A TT ACHED TO CONCRETE WTTH <br />114" x 2-1/4" MASONRY QUICK SET <br />AT 6" FROM EACH POST AND <br />24" ON CENTER MAX. AND WALl.S <br />A MIN. l' FROM EDGE OF CONCRETE <br /> <br />. ; <br /> <br />RISER PANELS: <br />(3) *8 x 1/2' SM.S. PER 12' PANEL <br /> <br />/-EADER A TT ACI-ED TO POST WTTH <br />MN. (2) *10 x 1- 112" S.MS. N SCREW <br />BOSseS <br /> <br />t - ~ n 0 ~;p~ ~A~": 3., ~ oouow <br /> <br /> <br />FOR SNAP EXTRUSIONS CHAI1 RAL <br />ATTACHED TO POST WTTH MIN. (2) <br />*10 x 1-112' S.MS. IN SCREW BOSSES <br /> <br /> <br /> <br />Lawrence E. Bennett, P.E. <br />avL ENG#EER . ~0Ptt.ENT COHSU. TAHT <br />P.O. BOX 4368, 80lJlli DAYTONA, FL 32121 <br />TEl.1:PH()fE (9Q.4) 787-4n4 <br />FAX (9004) 787-8666 <br /> <br />SEAL <br /> <br />PAGE <br /> <br />1" x 2" OPEN BACK BOTTOM RAL <br /> <br />114" x 2-114' MASONRY ANCHOR @ 6' <br />FROM EACH POST AND 24" O.C. MAX. <br /> <br />72 <br /> <br />@ COPYRIGHT 1998 <br /> <br />NOT TO BE REPRODUCED N WHOlE OR ... PART WI'TliOlJT TIE WRrTTEN PERI.ISSION OF LAWRENCE E. BeH:TT, P.E <br />