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98-7586
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1998
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98-7586
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Last modified
3/4/2009 3:17:02 PM
Creation date
8/22/2006 2:51:35 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
98-7586
Building Department - Name
H & R INTERSTATE
Address
37704 NEWAL AV
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<br />SECTION 3 <br /> <br />EDGE BEAM <br /> <br />1" x 2. x 0.044. OPEN BACK <br />^ TT ACH:D TO FRONT POST WITH <br />#10 x 2. SMS. MAX. e. FROM <br />EACH P\.R.fII AtI) 24. O.C. <br /> <br />FRONT WALL PlJ=ILN <br /> <br />COWOSITE ROOF PA~S: <br />(4) 1/4" x 4" LAG Bot. TS WITH <br />WITH 1-114. FEN>ER WASI-ERS <br />PER 4'-0. PAN3. ACROSS 1ltE <br />FRONT AN) 24. O.C. ALONG <br />SDES (WALK-ON) <br /> <br />SCREEN, VINYL & GLASS ROOMS <br /> <br /> <br />o <br /> <br />o <br /> <br />.-.-J <br /> <br />2. x 2" OR 2" x 3. HOLLOW <br />SEE SPAN TABLE f-EADER <br /> <br />CHAA RAL AND KICK PLATE <br />2" x 2" x 0.044" HOLLOW RAL <br /> <br />POST ATTACH:D TO BOTTOM <br />WITH WL (2) flO x 1-112" SMS. <br />N SCREW BOSSES <br /> <br />EXISTNG SLAB MAYBE USED F ___________ <br />N GOOD CONJmoN AND APPROVED <br />BY TI-E BtA..DNi OFFICtAL <br />(1) t-L n 112. x 3- 112" KBI- <br />BOLTS APPROVED FOR 665' . <br />UPl..FT WITH STD PLATED CUT <br />STEEL. W ASI-ER <br /> <br />(1) 3/8. BOLT FOR 3" POST <br />(2) 3/8" BOLTS FOR 3. x 4' POST <br /> <br />L1 <br /> <br />L <br /> <br /> <br />TYPICAL CORNER DETAIL <br /> <br /> <br /> <br />----- <br /> <br /> <br />TYPICAL UPRIGHT DETAIL <br /> <br />Lawrence E. Bennett, P.E. <br />eM. ENGH:ER - DEVELOf'M9lT ~ TANT <br />P.O. BOX 4388. SOUTH DAYTONA. R. 82121 <br />lB..EJ'H()III: (004) 787-4174 <br />FAX (004) 787-fJlI8fJ <br /> <br />SEAL <br /> <br />PAOE <br /> <br />SIDE WALL HEADER ATTACHED TO <br />r x 2. x 0.044" OPEN BACK WITH <br />MN. (2)'10 X 1-1/2. S.MS. <br /> <br />SIDE WALL PURLlNS ATTACHED TO <br />r x 2" x 0.044" OPEN BACK WITH <br />MN. (2) '10 x 1-1/2" S.M.S. N <br />SCREW BOSSES <br /> <br />SIDE WALL PURLINS ATTACHED TO <br />1" x 2. x 0.044" OPEN BACK WITH <br />MH. (2) '10 x 1-1/2. SMS. N <br />SCREW BOSSES <br /> <br />FRONT AND SIDE BOTTOM RALS <br />ATTAct-ED TO CONCRETE WITH <br />1/4. x 2-1/4" MASONRY QUCK SET <br />ATe. FROM EACH POST AND <br />24" ON CENTER MAX. AM> WALLS <br />A MIN. 1" FROM EDGE OF CONCRETE <br /> <br />RISER PANELS: <br />(3) '8 x 1/2. S.MS. PER 12. PAtEL <br /> <br />HEADER ATTACHED TO POST WITH <br />MN. (2) '10 x 1-1/2. S.MS. N SCREW <br />BOSSES <br /> <br />I 2. x 2., 2. x 3" OR 3" x 2" HOLLOW <br />Z SEE SPAN TABLES <br /> <br />FOR SNAP ExmuslONS CHAIR RAL <br />A TT Act-ED TO POST WITH MIN. (2) <br />#10 x 1-1/2. SMS. H SCREW BOSSES <br /> <br />1"x2"xO.044. OPEN BACK BOTTOM RAL <br /> <br />114" x 2-1/4. MAS~Y ANCHOR @ 6" <br />FROM EACH POST AND 24" O.C. MAX. <br /> <br />66 <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPRODUCED N WHOlE OR N PART wnHOUT nt: WRnTEN PSMSSION OF LAWRENCE E. BENETT. P.E. <br />
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