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BIN B-2 PERMIT 4417
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BIN B-2 PERMIT 4417
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Last modified
4/11/2008 12:41:24 PM
Creation date
3/25/2008 2:18:58 PM
Metadata
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Template:
Building Plans
Street #
7616
Location
WEEHAWKEN DR
Contractor
US HOMES
Building Plans - Permit #
4417
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<br />~ <br /> <br /> <br /> <br />TIE-BEAM <br /> <br />FILLED CELL WI <br />#5 VERTICAL <br /> <br />.. <br /> <br /> <br /> <br />(5) 1/2" DIA. x 8" <br />"J" BOLTS <br /> <br />PRECAST <br />LINTEL <br /> <br />2"x6" P,T. WOOD JAM <br /> <br />DOOR AND CONNECTION PE <br />GARAGE DOOR MANUFACTURER <br />TYP. GARAGE DOOR <br /> <br />TRACK MOUNTING DETAIL <br /> <br /> <br />SECT. OVERHEAD GAR. DOOR INSTALL <br />SCALE: N.T.S. <br /> <br />FASTEN PT 2X NAILER TO MASONRY <br />WI 3/16" X 3" TAPCONS 6" FROM <br />ENDS AND 16" O.C MAX. FASTENING <br />TO WINDOW TO BUCK RESPONSIBILlT <br />OF WINDOW MANUFACTURER. <br /> <br />2X BUCK DETAIL <br /> <br />SCALE: N.T.S. <br /> <br />1/2" X 8" A.B <br />W/2" WASHERS <br />SET IN TYP. <br />FILLED CELL <br />MIN. 5 PER <br />JAMB. <br /> <br />~ <br />0 <br /> 0 <br /> ~ L SECTIONAL <br /> .-1 <br /> OVERHEAD <br /> 0 DOOR 7 <br /> .-1 <br /> .-1 <br /> -r <br /> .-1 <br />@- <br /> GARAGE SLAB <br /> -r <br /> .-1 <br />@- <br />~ 00 <br /> <br />P,T, # <br />SYP 2" X 6" <br /> <br /> <br />OVERHEAD <br />SECTIONAL <br />DOOR TRACK <br />WI 3{8" X 11/2" <br />STEE LAG <br />BOLT WI <br />WASHER. MIN. <br />6 PER TRACK <br />TO JAMB. <br /> <br />WALL AROUND GLASS <br />BLOCK- THIS IS NOT A <br />FRAME <br /> <br /> <br />EXPANSION STRIP <br />~CHANNEL <br />PANEL ANCHOR ATTACH <br />W/(2) 1/4"x2 1/4" TAPCON <br />SCREWS WjWASHERS @ <br />BEND-EA. HORIZ. REINF. <br /> <br />HORIZ. REINFORCIi\G <br />INSTALLED PER MANF. <br />INSTRUCTIONS <br /> <br />MORTAR JOINT <br />HOLLOW GLASS BLOCK <br /> <br />GLASS BLK. PANELS SHALL HAVE REINF. IN THE HORIZONTAL MORTAR JOINTS, <br />EXTENDING FROM END TO END OF MORTAR JOINTS, BUT NOT ACROSS EXPANSION <br />JOINTS, WITH ANY UNAVOIDABLE JOINTS SPLICED BY LAPPING THE REINF. NOT <br />LESS THAN 6". THE REINF. SHALL BE SPACED NOT MORE THAN 2' APART VERT. <br />FOR 3 7/8" BLK. & 16" APART VERTICALLY FOR 3 1/8" BLK. IN ADDITION <br />REINFORCEMENTS SHALL BE PLACED IN THE JOINT IMMEDIATELY BELOW & ABOVE <br />ANY OPENINGS WITHIN A PANEL. THE REINF. SHALL CONSIST OF TWO PARALLEL <br />LONGITUDINAL, GALVANIZED STELL WIRES, 9 GA, OR LARGER, SPACED 2" APART <br />AND HAVING WELDED THERETO 14 GA. 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U -<1::(/) <br /> ~~::J <br />0::: 0:: SHEET NO. Q.. <br /> 0::: <br /> () 5-8 0 <br />0 0 <br /> W <br /> ~ <br />I- 0 0 <br /> OF I <br />Z (/) <br />m 25 ::J <br /> ('I) <br />llJ 0 <br /> 0 <br />I- C'J <br />> LAST PLOT DATE @ <br />0 March 01, 2005 <br />Z DETAILS <br />-I <br />- <br />
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