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96-6171
Zephyrhills
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1996
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96-6171
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Last modified
3/4/2009 2:49:07 PM
Creation date
7/19/2006 11:39:30 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
96-6171
Building Department - Name
TRAVER,BETTY
Address
6730 NORTHLAKE
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<br />SCRI:ENED ENCLOSURES: SCREEN I VINYL AND SOLID COVER <br /> <br />2"x 3 BEAM SEE TABLE 4 <br /> <br />-....J' <br /> <br />OVmHANG VARIES -tc <br />2'- 0" MAX. <br /> <br />-1 <br /> <br />"W" <br />FOR MAX. <br />UPRIGHT <br />LENGTH <br /> <br />I <br />. <br /> <br />l"x 2" <br /> <br />J, <br /> <br />3- 1/2. SLAB ON GRADE <br />OR RAISED FOOTING <br /> <br />VARIES NO MAX. (ELEV. SLAB OR ON GRADE) <br /> <br />TYPICAL GLASS ROOM WITH SOLID ROOF. TYPICAL FRONT VIEW FRAMING <br />· (HEIGHT OF UPRIGHT IS MEASURED FROM TOP Of 1"x2" PLATE TO BOTTOM Of WALL BEAM) <br /> <br /> <br /> <br />w <br />n: <br />=> <br />I- <br />U <br />=> <br />l:!: <br />VI <br />C> <br />Z <br />>= <br />VI <br />X <br />w <br /> <br />I <br />'-.....-I <br /> <br />2"X~ BEAM AND COLUMNS <br />MAX. COLUMNS, SPACING <br />SEE TABLES <br /> <br />i- <br />N <br />r- <br />! <br /> <br />1 "x2"xO.04Q" <br /> <br />'W VARIES <br /> <br />1 <br /> <br />TYPICAL GLASS ROOM <br /> <br />NOTES: . <br />1. ANCHOR 1" x 2" OPEN BACK EXTRUSION YflTH TAPCON 1/4"x2-1/4" LENGTH OR EQUAL <br />MAX. Of 2'-0" O.C. . " <br />ANCHOR TO WALL YfllH 1-1/2" 110 SMS YfllH WASHERS 2 -0 O.C. SPACING <br />ANCHOR BEAM AND COLUMN KNEE BEAM YflTH ANCHOR CUPS AND 110 SCREWS ANll <br />WASHERS <br />2. UIN. SL.AB THICKNESS FOR SLAB ON CRADE I~ 3-1/2" CONCRETE <br />3. SELECT FRONT WALL BEAM FROM TABLE USING LARGER "A" VALUE Of W/2 OR W/2+0.H. <br />4. 'W IS CLEAR DISTANCE FROM HOST STRUCTURE TO FRONT WALL BEAM <br /> <br />LAWRENCE E. BENNETI', P.E. <br />CIvn. ENOINEER &; DEVELOPMENT CONSUIIANT <br />P. O. BOX 4368 SOUTH DAYTONA, FL 32121 <br />PHONE 1 (QO.t) 767-4n4 <br />FAX , 1 (904) 767-6556 <br /> <br />"-../ <br /> <br />C COPYRIGHT. 1996 <br />NOT TO BE REPRODUCED IN WHOLE OR IN W\AT WITHOUT WRITTEN PERMISSION FROM LAWRENCE E. BENNETT. RE. <br /> <br />
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