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BIN B-4 PERMIT 4299
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BIN B-4 PERMIT 4299
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Last modified
6/13/2008 11:08:47 AM
Creation date
6/12/2008 10:57:50 AM
Metadata
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Building Plans
Street #
7542
Location
MT. LAUREL DR
Contractor
US HOMES
Building Plans - Permit #
4299
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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 JA <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 />Wj2" WASHERS <br />SET IN TYP. <br />FILLED CELL <br />MIN. 5 PER <br />JAMB. <br /> <br />~ <br />0 <br /> 0 <br /> .-I L SECTIONAL <br /> .-I <br />0 OVERHEAD <br /> 0 DOOR 7 <br /> .-I <br /> .-I <br /> "f <br /> .-I <br />12}- <br /> GARAGE SLAB <br /> "f <br /> .-I <br />@ <br />~ CX) <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 />FRAM E <br /> <br /> <br />EXPANSION STRIP <br /> <br />~ CHANNEL <br /> <br />PANEL ANCHOR ATTACH <br />W/(2) 1/4"x2 1/4" TAPCON <br />SCREWS WjWASHERS @ <br />BEND-EA. HORIZ. REINF, <br /> <br />HORIZ. REIt\FORCING <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. OR HEAVIER CROSS WIRES AT INTERVALS <br />NOT EXCEEDlr-.G 8", OR THE EQUIVALENT APPROVED BY THE BUILDING OFFICIAL. <br /> <br /> <br />GLASS BLOCK DETAIL <br /> <br />SCALE: N.T.S <br /> <br />w <br />U <br />~ <br />o <br />z <br />w <br />~ <br /><x:: <br />~ <br />o <br />o <br />LL <br />W <br />0::: <br /><x:: <br />::J <br />CY <br />(f) <br /> <br />W <br />~ <br />u...<0::: <br />-00:::0 <br />W u...u... <br />r-w r- <br /><o~z <br />~-0:J <br />X~O:::O <br />o:Ju...u <br />O:::OZU <br />Q..."",w< <br />Q.....::~r- <br /><0<0 <br />wO:::r-z <br />o:::u...w <br /><(zo:::O <br />OW<O <br />W~(/)o <br />r-<zz <br />Or-O< <br />:Jw-w <br />ao:::(/)"", <br /><Z..:: . <br />(/)(/)w<z <br />w ""'0::: <br />c.::lz::=u...Q <br /><ooor- <br />t;i]j0:::r-(3 <br />orEQ~:::J <br />u..."",o:::uQ... <br />w..::woQ... <br />o:::or-~<( <br /><( Z'-'-'......J <br />:J......J-0:::......J <br />a <i! 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Q... <br /> 0::: <br /> S-8 0 <br />0 (0 U <br /> w <br /> ~ <br />~ ~ 0 <br /> OF I <br />Z ~ (/) <br /> 25 :J <br /> ('I) <br />W 0 <br /> 0 <br />~ '" <br />> LAST PLOT DATE @ <br />0 March 02, 2005 <br />Z DETAILS <br />.....J <br />- <br />
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