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96-5808
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1996
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96-5808
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Last modified
3/4/2009 2:51:06 PM
Creation date
7/18/2006 7:27:39 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
96-5808
Building Department - Name
PERRY,BOB
Address
38066 LAWANDA LP
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<br />SCRI~ENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER <br /> <br />2.x~ BEAM SEE TABLE 4 <br /> <br />J <br /> <br />OVmHANG VARIES -+ <br />2'-0. MAX. <br /> <br />-~r <br /> <br />"W"- <br />FOR MAX. <br />UPRIGHT <br />LENGlH '.x 2" <br /> <br />>= <br /> <br />3- 1/2. SLAB ON GRADE <br />OR RAISED FOOTING <br /> <br />VARIES NO MAX. (ELEV. SLAB OR ON GRADE) <br /> <br />1 <br /> <br />TYPICAL GLASS ROOM WITH SOLID ROOF, TYPICAL FRONT VIEW FRAMING <br />· (HEIGHT OF UPRIGHT IS MEASURED FROM TOP Of '.x2. PLATE TO BOTTOM OF WALL BEAM) <br /> <br />ALUMINUM PANEL COVER <br /> <br /> <br />"-, <br />11:' <br />~ <br />I- <br />U <br />::0' <br />~ <br />VC' <br />t:' <br />Z, <br />F <br />vc' <br />)( <br />"-, <br /> <br />'--" <br /> <br />2.x.s; BEAM AND COLUIiINS <br />MAX. COlUIiINS, SPACING <br />SEE TABLES <br /> <br />"'- <br />N <br />T-J <br /> <br />1 "x2.xO.04O" <br /> <br />'W' VARIES <br /> <br />1 <br /> <br />TYPICAL GLASS ROOM <br /> <br />NOTES: <br />1. ANCHOR 1" x 2" OPEN BACK EXTRUSION VvllH TAPCON 1/4"x2-1/4" LENGTH OR EQUAL <br />MAX. Of 2.-0" O.C. <br />ANCHOR TO WALL VvlTH 1-1/2" 1'0 SMS VvlTH WASHERS 2'-0" O.C. SPACING <br />ANCHOR BEAM AND COLUMN KNEE, BEAM VvlTH ANCHOR CUPS AND lID SCREWS AND <br />WASHERS <br />2. "'IN. SLAB THICKNESS FOR SLAB ON CRACE IS 3-1/2" CONCRETE <br />3. SELECT FRONT WALL BEAM FROIiI TABLE USING LARGER "A. VALUE Of W/2 OR W/2+0.H. <br />4. 'W' IS CLEAR DISTANCE FROIiI HOST STRUCTURE TO FRONT WALL BEAM <br /> <br />LAWRENCE E. BENNETT, P.E. <br />CIVIL ENOINEER &: DEVELOPMENT CONSUU'ANT <br />P. O. BOX 4368 SOUTH ~YTONA, FL 32121 <br />PHONE 1 (904) 767.4n4 <br />FAX , 1 (904) 767-6556 <br /> <br />"--' <br /> <br />o COPYRIGHT, 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN fJ.RT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />
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