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98-7404
Zephyrhills
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Building Department
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1998
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98-7404
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Last modified
3/4/2009 3:17:26 PM
Creation date
8/22/2006 9:47:57 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
98-7404
Building Department - Name
MYERS,CLIFFORD
Address
6116 ROYAL ST
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<br />SCREEN, VINYL & GLASS ROOMS <br /> <br />"'-- <br /> <br />ANCHOR r x 2" xO.044" PLATE <br />TO CONCRETE WITH V4" x 2-V2" <br />CONCRETE ANCHORS WITHN 6" OF <br />EACH SI)E OF EACH POST AJII) 24" <br />O.C. MAX. <br /> <br />MN. 3-V2" SLAB 2500 PSI CONC. <br />6x6-1Ox10 W.WM OR FBER ~SH <br /> <br /> <br /> <br /><l <br /> <br />SECTION 3 <br /> <br />!-EADER BEAM <br /> <br />(2) #10 x r St-EET t.l:T AL SCREW <br />NTO SCREW SlOTS <br /> <br />,. x 2. EXTRUSION <br /> <br />1-VS" MN. 1\1 CONCRETE <br /> <br />VAPOR BARRER lJN)ER CONCRETE <br /> <br />HOLLOW POST TO BASE AND HOLLOW POST TO BEAM DETAL <br /> <br />2" x 2" OR 2" x 3" OR 2" 8MB POST <br /> <br />'- <br /> <br />ANCHOR r x To x 0.044" PLATE <br />TO CONCRETE WITH V4. x 2-V2. <br />CONCRETE ANCHORS WITHIN 6" OF <br />EACH SI)E OF EACH POST AT 24. <br />D.C. MAX. OR Tl-AOUGH ANGLE AT <br />24. O.C. MAX. <br /> <br />MN. 3-V2" SLAB 2500 PSI CONC. <br />6x6-1Ox1O W.WM OR FBER ~SH <br /> <br /> <br />o 0 <br /> <br /> <br />(4) #10 x V2" SMS. EACH SDE <br />OF POST <br /> <br />!-EADER BEAM <br /> <br />o 0 ---______ H-BAR OR GUSSET PLATE <br /> <br />2" x 2. x VS" ANGLE EACH SI)E <br />ATTACH TO POST AND CONCRETE <br />^ T LOAD BEARf.IG WALL WITH <br />(2) #10 x V2" SMS. EACH SDE <br /> <br />r x 2. EXTRUSION <br /> <br />1-VS" MN. 1\1 CONCRETE <br /> <br />VAPOR BARRER <br /> <br />SELF-MATING POST TO BASE AND SELF-MATING POST TO BEAM DETAIL <br /> <br />L <br /> <br /> <br />/ <br /> <br />Lawrence E. Bennett, P.E. <br />aVI. ENGN:ER - DEVaOPAENT CONSU.. TANT <br />P.O. BOX <4388, SOlIT1-t PAYTONA, Fl 32121 <br />TEl..EPHOtE (804) 787-4774 <br />FAX (904) 787-~ <br /> <br />SEAL <br /> <br />@ COPYRIGHT 1997 <br />NOT TO BE REPROPlJCED N WHOLE OR N PART WI1llOUT TIE WRITTEN PERM5SION OF LAWRENCE E. BENETT, P.E. <br /> <br /> <br /> <br />4. <br /> <br />PAGE <br /> <br />65 <br />
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