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Site Plan File - Approved PLZ 01900
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LP-300-399
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LP-305
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LP-305
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Last modified
1/18/2007 12:49:38 AM
Creation date
1/8/2007 1:13:54 PM
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<br /> <br />LlIl TOP OF 8L~K <br />V ELf:V, 118'8. <br />rill. JOIST BEARING <br />'" ELEV 118'0" <br /> <br />TOP COURSE S~OOTH FACED <br /> <br />TOP OF SLAB <br />ELEV, 1000 <br /> <br />.. <br />. . .~-., . . <br /> <br />1111 II1I <br />III11II111I1 <br /> <br />.0..:...0....&>... 0 ~:.:..::.o..... <br />': ...~r..o.'..~ ..,~ <br />i..o.:..-;'.:. 0:. '.~i.00"..~... <br /> <br />. <br />.. <br />;-, <br /> <br /> <br />. <br /> <br />. <br /> <br />QJ SECTION @ WAREHOUSE <br />A4 <br />" <br /> <br />SCALE: 3/4" = "0" <br /> <br />PREFINISHED ~ETAL CAP FLASHING <br /> <br />4 , 4 wOoD CANT STRIP <br /> <br />2 x 12 WOOD PLATE <br />EXTEND ROOF FLASHING UNDER t.!ET AL CAP FLASHING <br /> <br />BALLUSTED SINGLE PLY ROOF t.!E~BRANE <br /> <br />2.7" ISOCYANURATE W/ 5" WOOD <br />FlBER ROOF INSUL. R-22 <br /> <br /> <br />t1Io. TOP OF BLOCK <br />'-" ELEv, 118'8- <br /> <br />1 1/2" METAL DECK <br />SEE STRUCTURAL <br /> <br />L:-. TOP OF STEEL <br />V ELEV 118'0' <br /> <br />STEEL BAR JOISTS <br /> <br />BOND BEAt.! W/ 2 <br />#5'5 CaNT. <br /> <br /> <br />-:::::=-- <br /> <br />12" C.M.U. W/ CORE FlLLED <br />FOA~ INSULATION <br /> <br />6" CONC: SLAB ON <br />6" GRANULAR BASE <br /> <br />.' <br />. ',' <br /> <br /> <br />..... . <br /> <br />. l. <br /> <br />R-l0 PERIMETER INSULATION <br /> <br />DAMPPI'lOOFlNG <br /> <br />FOOTING, SEE S TRue TURAl <br /> <br />. <br /> <br />. <br /> <br /> <br />I <br />"I <br /> <br />= <br /> <br />/ SEE I/M FOR TYP ROORNG NOTES <br />/O%ao~oq,ooo <br /> <br /> <br />TYP BEAM BRG. PLATE <br />3/4',8',12" wI 2 - 1/2" ,6' <br />STUD ANCHOR5 <br /> <br />GROUT SOLID &. REINF <br />AS PER SPECIFlED ON <br />PLAN <br />, <br />.. <br /> <br />~ SUSPENDED A,C, T <br /> <br />SOl ARIUM TO BE BY <br />~'N[R <br /> <br />1-'/2" qrGIO 'NSUL <br />w/ METAL FURRING <br />STRIPS ON 5/8" GYP BD <br /> <br />_IN TEL BEAM W / BOTT PLA TE <br />SEE STRUCTURAL FOR SIZES <br /> <br />GVPSUIoI BEYOND <br /> <br />/ <br /> <br />4' CONC SLAB ON <br />6- GRANULAR BASE <br /> <br /> <br /> <br />.. <br />'- .' <br />" . ',' . <br /> <br />. ,0: 0 ','Q" :0:.'0 .. ',0, 0 ':Q" :0.. /0: <br />: ." .~.'it..P.." ~': ." .~.t~.. '":. <br />~.,: o:..:.'p.o"':.:: :.o:..:..~.o.'" <br /> <br />rT\ SECTION @ FRONT ENTRY <br />\JY SCALE: 3/4" = "0" <br /> <br />, <br />o <br />"' <br /> <br /> <br />. I '" ,0 : , <br />, <br /> <br /> <br />. <br /> <br />. <br /> <br />1 <br /> <br />, <br />. <br />o <br />~"" <br /> <br />I <br />J <br /> <br />l\. <br /> <br />- <br /> <br />\ <br /> <br />. <br /> <br /> <br />II~II <br />~ . <br />~~ <br />o I <br />- J~ <br />~ ! <br />d .. ! <br />J~ <br />~ .IN I <br />8 - <br />....' <br />:s:H I <br />i~ <br />; i<D I <br />< 6 <br />llllf <br />- . <br />Ilfll ~ I <br /> <br />:3>- I <br />1:l ~ ~ <br />~!!;o <br />~~~~ <br />G:::t",~ ~I <br />o~o <br />.. IS: lI!~ -I <br />Z ~>-.... d <br />~ ~~!f z <br /> 0 <br />S:? \!!~~ lI! I <br />u.. i': >- <br />_ CD >- <br />t-- I- -u <br />~ <~~~,( <br />Wi': i':; 1 <br />~ ~~~: ~ ~ <br />~ ,tj~~~ N I <br />I ffi:Sel~ , <br />~ ;~~~< ~ I <br /><( _~~8:t;; ~ <br /> <br /> <br />N <br />'" <br />lD <br />.... <br />I <br />lD <br />lD <br />00 <br /> <br />.... <br />o ,g ~ <br />.E 2 <br />" ;; ~ <br />g ~.!f <br />.- a. <br />- '0 ::t <br />g g. <br />~ .~Ji <br />g :: ~ <br />U <:> < <br />C ~j <br />~ ~:: <br />Q: u ~ <br /> <br />~ <br />N <br />::c <br />~ <br /> <br />'oJ <br />" <br /> <br />SUSPENDED A. C T <br /> <br />~ <br /> <br />BAC~ER ROD & SEALANT <br />ALL SIDES OF wows <br />TYP OF ALL HDWS <br /> . <br /> U <br /> Z <<S <br /> ....., <br /> ~ 0 <br /> rn <br /> Q) <br /> .. d <br /> 0 C'J) ~ <br /> ~ <br /> ~ <br /> :0 . ~ ~ <br />WALL BEYOND ~ <br />(7) d <br /> < :::> 0 <br />I" INSULATiNG GLASS P-t ....., <br />IN ANODIZED ALUMINUM en ..c:: <br />FRAME 0 ~ <br /> .... <br /> J-. <br />P. L.AM. COVERED SILL ......:I c:o <br />PREFINISHED \A TL DRIP EDGE- U ~ <br /> Z CD <br /> Z <br />6 MIL. POL) V.B. ~ <br />5/8" GyP, BOARD <br /> <br />~ <br /> <br />TOP OF SLAB <br />ELEV 100'0" <br /> <br /> <br />... <br /> <br />.. <br /> <br />rn <br />Z <br />0 <br />....... <br />E-t <br />U <br />~ <br />rn <br /> ! <br /> . <br /> I <br /> I <br />\{\ <br />T <br />0_.. <br />~ 0 <br />.. ~ l>! <br />~5 <br />0(" ..... <br />o Q: <br /> .... <br /> 0( <br />~ I <br />0 <br />~ <br />-0: <br />n. <br />~ W <br />~ <br />-0: <br />Z <br />.... <br />....J <br />~ <br /> <br />8cb 0% 8 "<p <br /><R,oao <br />oo,p <br /> <br />, <br />.... <br />;-, <br /> <br /> <br />. <br /> <br />FOOTING, SEE STRUCTURAL <br /> <br />. <br /> <br /> <br />SECTION @ OFFICE WINDOW <br />SCALE: 3/4" = "0" <br />
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