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95-4655
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1995
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95-4655
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Last modified
3/4/2009 2:41:45 PM
Creation date
6/12/2006 3:41:19 PM
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Building Department
Building Department - Doc Type
Permit
Permit #
95-4655
Building Department - Name
JUNOT,CARL
Address
5809 1ST AT
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<br />SCREENED ENCLOSURES: SCREEN I VINYL WALLS AND SOLID COVER <br /> <br />2" X____ BEAM 'SEE TABLE 4 <br /> <br />OVERHANG VARIES + <br />2'-0" MAX, <br /> <br />.~ <br /> <br />"w" <br /> <br />3 1 /2" SLAB ON <br />GRADE OR RAISED <br />FOOTING <br /> <br />MAX. <br />UPRIGHT l"x 2" <br />LENGTH <br />VARIES NO MAX. ELEV. SLAB OR ON GRADE <br /> <br />. "H" <br /> <br />t <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 />ALUMINUM <br /> <br /> <br />2"x___ BEAM AND COLUMNS <br />MAX. COLUMNS, SPACING <br />SEE TABLES <br /> <br />"w" VARIES <br /> <br />} <br /> <br />TYPICAL GLASS ROOM <br /> <br />.. <br /> <br />.. <br /> <br />W <br />0:: <br />i2 <br />u <br />::) <br />~ <br />Ul <br />C) <br />z <br />t= <br />Ul <br />X <br />w <br /> <br />NOTES: <br />1. ANCHOR 1" x 2" OPEN BACK EXTRUSION WITH TAPCON 1/4"x2 1/4" LENGTH OR EOtJAL <br />MAX. OF 2'-0" O.C. <br />ANCHOR TO WALL WITH 1 1/2" #10 SMS 'WITH WASHERS 2'-0" O.C. SPACING <br />ANCHOR BEAM AND COLUMN KNEE BEAM WITH ANCHOR CLIPS AND #10 SCREWS AND <br />WASHERS <br />2. MIN. SLAB THICKNESS FOR SLAB ON GRADE IS 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 />[bs}wO'~ ~ ~oo., !PalL <br />CIVIL ENGINEER AND DEVELOPMENT CONSULTANT <br />P.O. BOX 4389 S, DAYTONA, FLORIDA 32121-4345. <br />PHONE: (904) 767-4774 <br />F'AX: (904) 787-eee8 <br /> <br />@ COPYRIGHT, 1 QQ~ NOT TO BE REPRODUCED IN WHOLE OR IN PART WITHOUT WRITTEN <br />PERMISSION FROM LAWRENCE E. BENNETT, P.E. <br /> <br />-23- <br /> <br />, '. <br /> <br />.- <br /> <br />KCllOH: 2 <br />PAGE: 1..12 <br />
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