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02-1603
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2002
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02-1603
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Last modified
3/6/2009 2:53:45 PM
Creation date
11/29/2006 8:31:42 AM
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Building Department
Building Department - Doc Type
Permit
Permit #
02-1603
Building Department - Name
BEL-AIR INVESTMENT
Address
LOT 31 MAJESTIC OAKS
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<br />IN RESISTANT METAL SCREW <br />WS IPANEL BOTH ENDS) <br /> <br />ALUM FLASHING <br />INSTALLED 6. MIN UNDER <br />FIRST ROW OF SHINGLES <br /> <br />3.XI2.X,032. ALUMINUM PAN ROO <br />#Sx5/S. CORROSION RESISTENT <br />'JASHER HEADED SCRE'JS @ 6. O,C. <br />12' A <br /> <br /> <br />HOST STRUCTURE ROOF <br /> <br />~. <br /> <br /> <br />12 <br /> <br />--- <br />--' <br /> <br />I <br />ix <br /> <br />3/8-16 HEX HD BOLT. WASHERS "NUT <br />CORROSION RESIST ANT (2) <br />3 1IS.x2 3/4.X.044. <br />RECEIVING CHANNEL ATTACHED TO HEADER <br />ATTACH MIN PT 2.X6. HEADER TO HOST STRUCTURE <br />'J I #10X3 112. LAG SCRE'JS CORROSION RESISTANT <br />@12. D.C. <br />STRIP SEALANT BET'JEEN FACIALHEADER <br /> <br />3' <br />MAX <br /> <br /> <br />~ <br />... <br />g <br />IE <br />?- <br />M <br />... <br />lit <br />~ <br />I <br />i <br />I <br />i <br />I <br />i <br />I <br />i <br />i <br />i <br />I <br /> <br />X <br /><3: <br />~ <br /> <br /> <br />3.x3.x,063. <br />ALUMINUM COLUMNS @8' O.C, MAX <br />TYPICAL <br /> <br />... <br />o <br />, ....-i <br /> <br /> <br />3/8-16 HEX HD BOLT, 'JASHERS "NUT <br />CORROSION RESISTANT (2) <br /> <br />11 GA INTERNAL ALUMINUM BASE <br />PREDRILL VERT FLANGES <br />(2) 3/S. THRU BOLTS <br />COLUMN FASTENED 'JITH <br />3/8. XS. EXPANSnJN BOLT <br />PASSING THRU CAP TO CONCRETE 'JALL <br />2 1/2. MIN. ENGA EMENT 'JITH CONCRETE 'JALL <br /> <br />!+-i <br /> <br />COVERED ADDITION <br />TYPICAL SIDE ELEVATION <br /> <br />SLAB .. FOOTING <br />[TH 6X6-10XIL'r(}I~~ FIBER MESH <br />5 REBAR CO~~l <br />L POLY FILM OVERLAPPED 6. <br />S TAPED <br />IN COMPACTED <br />~EA TED SOIL <br /> <br />NOTE: MAY ALSO BE CONSTRUCTED ON WOOD DECK <br /> <br />I hereby certify that I ha.ve perforMed a.nd reviewed this plan and found <br />l"t to be In COMpliance with design requlrePlents for 110 Plph wind load <br />per section 1606 of the florida Building Code, 2001 edl"tlon. <br />DavId "fl. SPllth.P.E, <br />DESIGNED FIR 110 MPH VIND lDNE David W. Smith, P.E. <br />PASCO CIJ.I\ITY I FURIDA ~ EJIIi1IlEEIUIE' CIINSlL TIlNT <br />D.W.SMITH ENGINEERING COUDD ADDITION MET IF <br />'ASCOPERr,,1ITSERVICE ~~R=s:'~ce 1 OF 1 <br />813-788-5314 ,., 1IIlI.LMTIIIIIlI1E-DIlIE em. FLIIUM 3ZII!:I PMr ICI. <br />......... ....... E--. .- <br />PASCO P.aKlT UlCY1Cl CARPORT "82- <br />S A 3-788- 4 <br /> <br /> <br /> <br />_._~_.._-_._---_.__._----_.._..._..._._,_.-._.,. <br />
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