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98-7945
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1998
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98-7945
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Last modified
3/4/2009 3:16:05 PM
Creation date
8/25/2006 11:44:25 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
98-7945
Building Department - Name
MAJESTIC OAKS
Address
3823 QUAKER RIDGE LOT 57
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<br />SCREEN, VINYL & GLASS ROOMS <br /> <br />(2) #10 x l' st-EET ~T AL SCREW <br />NTO SCREW SLOTS <br /> <br />ANCHOR l' x 2" PLATE TO CONCRETE <br />WITH V 4" x 2- V2" CONCRETE <br />ANCHORS WITHIN 6' OF EACH SDE <br />OF EACH POST AND 24" O.C. MAX. <br /> <br /> <br />MN 3- V2" SLAB 2500 PSI CONe. <br />6x6-lOxl0 W.wM OR FBER MESH <br /> <br /> <br />SECTION 3 <br /> <br />BEAMIt-EADER <br />AL TERNA TE CONECTION DET AL <br />2" x 2" x 0.063" ANGLE COt-H:CT <br />lPRJGtfT @ BEAMII-EADER AND <br />CHAR RAL <br /> <br />l' x 2" EXTRUSION <br /> <br />1-1/S" MIN. N CONCRETE <br /> <br />VAPOR BARAER l.tVER CONCRETE <br /> <br /> <br />2" x 2" OR 2" x 3" OR 2" SMa POST <br /> <br /> <br />" <br /> <br /> <br />o 0 <br /> <br />------ <br /> <br />ANCHOR 1" x 2" PLATE TO CONCRETE <br />WITH V4' x 2-1/2" CONCRETE <br />ANCHORS WITHIN 6" OF EACH SDE <br />OF EACH POST AT 24" O.C. MAX. <br />OR THROUGH ANGLE AT 24" O.C. MAX. <br /> <br /> <br />r:- <br /> <br />MN 3- V2" SLAB 2500 PSI CONe. <br />6x6-10xlO W.wM OR FIBER MESH <br /> <br /> <br /> <br />(4) #10 x V2" SMS. EACH SDE <br />OF POST <br /> <br />HEADER BEAM <br /> <br />H- BAR OR GUSSET PlATE <br /> <br />2' x 2" x V16" ANGLE EACH SDE <br />ATTACH TO POST AND CONCRETE <br />A T LOAD BEARNG WALL WITH <br />(2) #10 x V2" SMS. EACH SDE <br /> <br />l' x 2" EXTRUSION <br /> <br />1-1/8' MIN. IN CONCRETE <br /> <br />VAPOR BARAER <br /> <br />BEAM DETAIL <br /> <br /> <br />Lawrence E. Bennett, P.E. <br />CtVl. ENG#EER - DE\IE1.OPfENT CONSU... T ANT <br />P.O. BOX 4368, 800m DAYTONA, FL 32121 <br />'TCl..EJ>HON: (9Q.4) 787' 4 n 4 <br />FAX (9Q.4) 787'8556 <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1998 <br />NOT TO BE REPRODUCED N WHOU: OR N PART WTTHOUT nt:: WRITTEN PERI.ISSlON OF LAWRENa: E. BENErT, P.E. <br /> <br />PAGE <br /> <br />71 <br />
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