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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. OR HEAVIER CROSS WIRES AT INTERVALS <br />NOT EXCEEDING 8", OR THE EQUIVALENT APPROVED BY THE BUILDING OFFICIAL. <br /> <br /> <br />GLASS BLOCK DETAIL <br /> <br />SCALE: N.T,S <br /> <br />UJ <br />U <br />I- <br />o <br />Z <br />UJ <br />~ <br /><!: <br />I- <br />o <br />o <br />LL <br />UJ <br />0:: <br /><!: <br />:::l <br />o <br />if) <br /> <br />W <br />~ <br />LL.<1::0:: <br />'00::0 <br />W LL.LL. <br />~W"",I- <br />O""'Z <br />~-0::J <br />x~O::O <br />0::JLL.0 <br />O::OZO <br />Q.."",w<1:: <br />Q..""'~I- <br /><1::0<1::0 <br />wO::l-z <br />O::LL.w <br /><1:: z 0::0 <br />ow<1::0 <br />w~C/)o <br />I-~ZZ <br />o 0<1:: <br />::Jw-w <br />Oo::C/)~ <br />C/)<1::Z . <br />wC/)W<1::z <br />c.;:lz~EEQ <br /><1::0001- <br />t;iJ.j0::1-<5 <br />o~Q~.:::::i <br />LL."",0::0Q.. <br />W""'wOQ.. <br />o::ol-ffi<1:: <br /><1::.....I~ .....I <br />::J.....I .0::.....1 <br />OC/) <1:: C/) 0 <1::~ <br />0::.....1' <br />w.....lO <br />::J>::;;:zo:: <br /><1::0:><1::0 <br /> <br />(/) <br />(1)Q).....I <br />(l)1O~ <br />(1).- 0 <br />(1)(.)C/) <br />~ ~ ~ <br />I (/)0 <br />(l)cu8: <br />(1)c63 <br />- 'OJ) u::: <br />co.- - <br />...(/)5:: <br />OQ)w <br />e"CO <br /> <br /> <br />w c.;:l 0 <br />I Z 00 <br />I-.C/) 3 ~ z <br />c.;:lZw <1::(Q~ <br />(/)~Qo O::N(Q (f) <br />- 01-0 o~~ Z <br />ffiz<5o w~18ri 0 <br />w~u:::c.;:l II~, t= <br />~(/)-z I-I-...jLU ::;:) <br />c.;:l 0:: s:l 0 0:: LL. 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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 /> ('f) <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 />