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14-14881
Zephyrhills
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2014
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14-14881
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Last modified
11/12/2014 7:27:12 AM
Creation date
11/12/2014 7:27:11 AM
Metadata
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Building Department
Company Name
GRAND HORIZONS
Building Department - Doc Type
Permit
Permit #
14-14881
Building Department - Name
GRAND HORIZONS HOMEOWNERS
Address
37601 COREY LEWIS AVE
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CARPORT <br /> 3"STRUCTURAL PANELS TO WOOD(G=0.55 OR BETTER <br /> 1/4"LAG SCREWS WITH 1 1/2"MIN WASHERS, ] ]/2"MIN <br /> THREAD pENETRATION TO EXISTING WOOD MBMBBR PANEL FASTENED TO RECEIVER CHANNEL 6" <br /> 1 SCREW 6"FROM�ACH SIDE AND 3 MORE�QUALLY FROM EACH EDGE AND(3)MORE EQUALLY <br /> SPACED ACROSS PANEL 24"OC ON RAKH SPACED ACROSS PANBL WITH 9/16"SMS <br /> TO ALUMINUM(6063-76 MIN AI,LOY) <br /> 1/4"SAE GRADE 5,TEK WITH 1 1/2"IvfIN WASHER,SCREWS <br /> SHALL BE 1"LONGER THAN PANEI.THICKNESS 1 SCREW <br /> 6"FROM EACH SIDE OF PANEL AND 3 MORE EQUALLY <br /> SPACEp ACROSS PANEL 24"OC ON RAKES Iv1F'GR'S HOST BEAM <br /> SM BEAM TO POST, INTERMEDIATE BEAM, <br /> OR ALUMINUM MEMBER CONNECTION C <br /> FASTEN 2°X 1 l/2"RECEIVER CHANNEL W/k8 X 9/16"TEK <br /> SCREWS FROM CHANNEL INTO ALUMINUM MEMBER(I) <br /> SCREW PER EACH 2"OF BEAM, SM BEAM TO RECEIVER <br /> CHANNEL W/#8 X 9/16"SMS ON�ACH SIDE WITH(I) <br /> SCREW PER EACH 2"OF HEAM <br /> �0�� <br /> FASTEN RECIEVER CHANNEL <br /> �. TO HOST STRUCTURE WIT'H <br /> ' v 1/4"X2"TAPCONS 16"O� <br /> 0 <br /> � EXISTING <br /> � CONCRETE <br /> 1/4"X 3 1/2"HEX HEAD BOLT W/WASHBR - <br /> AND NUTS 1 BOLT PER EACH 2"OF BEAM <br /> C <br /> INTERNAL ALUM POST <br /> FEET USE(2) 1/4"X 3 1/2" <br /> THRU BOLTS <br /> r�. �, SHEET�OF <br /> - FOR: <br /> B&H Construction oTCentral FI Inc <br /> FASTEN POST FEET These standerds and plans mcet the 2010 <br /> TO CONCRETE WITH Florida Building Code Duilding,Scction 16U9 <br /> (4) 1/4"X 3"TAPCONS <br /> WIND 1 <br /> nard G.G �'� �l �• . <br /> LEONARD G."GEOFF W OOD I �, <br /> ENGINEER � ' <br /> DETAIL E Leonard G.Wood,rE a a�3» � <br /> � 3704 Bruton Road � <br /> Plmt City,Florida 33565 <br /> Tel hour/Fau(863)430-2717 <br /> POST TO SLAB <br /> CONNECTION <br />
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