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960~1 <br /> <br />~601~01 <br /> <br />20'-0" NEW CONSTRUCTION <br /> <br />960.] <br /> <br />EXISTING BUILDING <br /> <br />60'-0" <br /> <br />AREA OF EXISTING CEILING GYPSUM BOARD TO BE REPLACED BY NEW PLYWOOD <br /> <br />J I <br /> <br />I I <br /> <br />8" CMU WALL TO <br />MATCH EXIST'G TYP <br /> <br />'~'3'-0"x6'-8" HOLLOW MTL <br /> DOOR & MASONRY FRAME <br /> PROVIDED BY OTHERS <br /> <br /> .,,)-EXISTING WALL <br /> ~ /TO BE REMOVED <br /> FI/ ~-CUT & GRIND SMOOTH <br /> ! ! / CMU WALL AS REQ'D <br /> ~ ~/" FOR NEW DOOR FRAME <br /> L q I _[ ]_ _[ <br />I <br /> I <br />=!= 14'-3" ROUGH OPNG == 4'-0" == /il 14'-5" ~ = 4'-0"~ 14'-3" ~ = 4'-0" ~'1~ <br /> II <br /> <br />14'-3" <br /> <br />i 20'-0" NEW CONSTRUCTION <br /> <br />iI II II II <br />PLYW~ W/TR, MII II <br />TO MATCH EXIST'G <br /> II <br /> <br /> _L.EXIST'G BL~ 20'-0" NEW CONSTRUCTION EXIST'G BLD. D_G_ <br /> <br />III! i _0 <br /> EXIST'G BLOCK <br />II ~ CUT REINF AS REQ'D [1 II II <br />III TO FORM BM SEAT 9601 Il IIII <br />II EX,ST'G E.S. ADD,T, ON <br />II <br /> <br />(2) LAYERS OF 5/8" <br />GYP BD. (G~) ! <br />@ END OF EXST'G BLDG. <br /> <br />SEE PLAN-] <br /> R EVI E~_.~/_..J <br /> <br /> REVI~'W <br /> <br />4 HEADER <br /> <br />1/2" <br /> <br /> 15'-7" <br /> <br />P.T. 2X6 <br />14'- 0" OPNG 9 <br /> <br /> ADD'L #5 VERTS <br />IN GROUTED CELLS <br />TYP 0 DOOR OPNG <br /> <br /> HORIZ IN BOND <br />BM e 4'-o" o/c w/ <br />ADD'L BOND BM TOP <br />TYP NEW WALLS <br /> <br /> VERT IN GROUTED <br />CELLS @ 2'-8" o/c <br />TYP NEW WALLS <br /> <br /> GARAGE DOOR OPENING <br />9~,11/4"= 1'-0" <br /> <br /> I <br /> I <br /> <br /> ._-_]]__ <br />II <br /> <br />2X4 CEILING SUPT <br /> <br />P.T, 2x8 SILL PLATE <br />W/ 1/2"~ A.B. TYP @ <br />6'-0" o/c END WALL <br /> <br /> VERT IN GROUTED <br />~ 2'-8" o/c <br />TYP NEW CMU WALLS <br /> <br /> HORIZ IN BOND <br /> ~ 4'-0" o/c W/ <br />ADD'L BOND BM TOP <br /> <br /> INSULATION TYP I <br /> (2) LAYERS OF <br />15/$2" PLYWD TYP TO 5/8" GYP BD <br />REPLACE EXIST'G CEILING COOLERS <br />AND FOR ADDITION AREA @ 6" o/¢ FIELD <br />TO PROVIDE A NEW I:A TYP. NEW AND <br />CONTINUOUS SURFACE I~ EXSYG BUILDING <br /> h., <br />#4 X 3'-0" DOWELS 0 Im <br /> lo <br />4'-0" o/c W/18" EMBED <br />USING HILTI HIT C-100 i <br />ADHESIVE ANCHORING I<~ <br />SYSTEM or EQUIVALENT I <br /> <br /> TYP NEW CMU WALLS INTO EXIST'G CONC TYP--~I-Z <br /> x12 WlBxW18 WELDED-- <br /> DOWELS W/12" <br /> 2'-B" o/c R .MESH CE.TERED <br /> TYP IN FOOTINGS IN CONC SLAB TYP ~[~.~ ___ <br /> <br /> ~ 95~ PROCTOR TYP <br /> ADDITION LONICITUDINAL GECTION mow <br />'9~:' :/4" = ~'-0" <br /> <br />HORIZONTAL BAR TYP <br />3/4"¢ X 24' LG BOLT'-'~ <br />VERTICAL BARS TYP <br /> <br />(2) ADD'L VERTS <br />NEXT TO DOOR OPNG <br /> <br />3/8"~ BOLTS TO BE <br />COUNTERSUNK TYP <br /> <br />DOOR TRACK BY OTHERS <br /> <br />4 <br /> <br />I/2" <br /> <br />B-B <br /> <br /> SIDING & <br />FLASHING TO <br />MATCH EXISTING <br /> <br /> CONSTRUCTION <br />MATCH EXISTING <br /> <br /> @ 2'-0" o/c <br />TYP CRIPPLE WALL <br /> <br /> DOWELS X 24" W/12" <br />EMBED USING HILTI HIT C-100 <br />ANCHORING SYSTEM or EQUIV <br />INTO EXIST'G WALL TYP @ <br />EA NEW BOND BM <br /> <br /> MANL ~USS <br />TO M <br /> <br /> CONSTRUCTION <br />TO MATCH EXISTING <br /> <br />PPLE WALL <br /> <br /> TRUSS <br />10 MATCH EXISTING <br />(gY OTHERS <br /> <br />-15/~2" <br /> WD CEILING <br /> <br />2X4 CEILING SUPT <br /> <br />>.T. 2X8 SILL W/ 1/2"¢, A,B. <br /> <br /> <lNG & FLASHING <br />UNDER MTL SIDING <br /> <br /> HORIZ IN BOND <br />BM @ 4'-0" o/c W/ <br />BOND BM @ TOP TYP <br /> <br />#5 VERT IN GROUTED <br />CELLS @ 2'-8" o/c <br />TYP NEW WALLS <br /> <br /> DOWELS W/12" <br />HOOK @ 2'-8" o/c <br />TYP iN FOOTINGS <br /> <br /> IxWl 8 <br />CENTERED IN SLAB <br /> <br />3']~! TYP (2) PLCS <br />CLR 1'-6" 10" <br /> <br />J <br /> <br />TYPIC :A,k:W A'LLo/FOOTIN C_ DTL <br /> <br />1'-6" HOOK <br /> <br />GARAG ,,E <br /> <br />#15 BUILDERS FELT <br />TYP @ EA END OF <br />8X14 HEADER TO <br />TOP OF CMU <br /> <br />1 <br /> <br /> 8x8x16 CMU I <br /> BLOCKS TYP <br /> I ! <br /> <br />2'-0" TYP <br /> <br />-15/32" PLYWD W <br /> @ 6" o/c @ <br /> EDGES & 4" o/c <br /> CEILING PERIMETER <br /> <br />A <br /> <br />CEILING SUPT TYP <br /> <br />CEILING PERIM <br /> <br />8X14 <br /> <br />.T, 2X8 CONT <br />2X W/SHIM (SEE <br />NAILS INTO 8X14 <br /> <br /> P.T. 2X6 TYP <br />B (3) SlOES/DOOR <br /> <br /> COUNTERSUNK 3/8'¥ <br />BOLTS @ 2'-8" SPCG IN EA <br />VERT 2X6 TYP E.S./OPNG <br /> <br />SIDING & TRIM <br />TO MATCH E <br /> <br />FINISHING TRIM <br /> <br />3/8'¥ BOLTS TYP <br /> <br /> X 24" BOLT W/HILTI <br />HIT C-100 ADHESIVE ANCHOR <br />SYSTEM or EQUIV INTO EXIST'G <br />WALL & STD WASHER TOP & <br />NUT EA END @ NEW WALL END <br /> <br />(2) #5 VERTS IN GROUTED CELL <br />TYP IN NEW CONSTRUCTION <br /> <br />A-A <br /> GARA ,,E:DOOR1,_0,, FRAME <br /> <br />P.T. 2X6 VERT <br /> <br />8x8x]6 CMU <br />(REIV~)VE EXIST'G <br />BLK ~:ND WALL & <br />GRIN~ SMOOTH AS <br />REQ'~.~OR FRAME) <br /> A <br /> DTL <br /> <br /> HORIZ IN BOND <br />BM @ 4'-0" o/c W/ <br />ADD'L BOND BM TOP <br />TYP NEW WALLS <br /> <br /> IN GROUTED <br />CELLS @ 2'-8" <br />TYP NEW WALLS <br /> <br />(2) ADD'L #5 BARS <br />TYP (3) SIDES OF <br />DOOR OPENING <br /> <br />#5 DOWELS W/12" <br />HOOK @ 2'-8" o/c <br />TYP IN FOOTINGS <br /> END <br /> <br />WALL <br /> 1/4" <br /> <br />ELEVATION <br /> <br />,1 <br /> <br />$'-0" 2" 4'-0" <br /> <br /> '""- , , m , 'J O0 U m (,/U\ ff ) ~' i '-' I <br /> <br /> 5/8" GYP BD L.~X' -,_ _ <br /> CEILING SUPT TYP 32" PLYWD TYP ~W/5d COOLERS-- <br /> ~ 8d NAI.S @ 6" o/c L@ 6" o/c FIELD <br /> · . 2X8 SILL PLATE W/ ~ @ EDGES & 4" o/c <br /> 4'-0" ~ TYP' NEW AND <br />1/2"~ A.B. @ o/c CEILINGJ PERIMETER EXST'G BUILDING <br />TYP SIDE WALLS~_ L <br />2X4 BLOCKING TYP @ R38 INSULATION '- II <br />/-#5 VERT IN GROUTED CELLS @ PLYWD PANEL EDGES TYP IN CEILING II <br />/2'-8" o/c TYP NEW WALLS ~ <br />/-EXIST'C CMU END SEE PLAN ' i ~-N ~x <br />REMOVED ~ REVIEW <br />/-'#5 HORlZ IN BOND BM @ /WALL 1) BE4,' <br />/4'-0" o/c W/ADD'L BOND ~// @ EDGE~ &: o/c '- <br /> BM TOP TYP NEW WALLS 20'-0" om <br /> 20'-0" 'r-'L ~J--F ,_ u~- -.... <br /> <br />/-#5 DOWELS W/12 'r m 'T /-12x12- 18xWl8 WELDED <br />/HOOK @ 2'-8" o/c -,-- m r~/ WIRE,,M[SH CENTERED <br /> _ ~ ~T~//. <br />/TYP IN FOOTINGS y y N 8 qONC SLAB <br />8" OF ,.3/4 MINUS ROCK X <br /> <br />@ 95% PROCTOR TYP <br />BELOW NEW SLAB <br /> <br /> AF689601 <br />11: 46AM 11 <br /> <br />10" <br /> <br /> #4 CONT THRU <br /> THICKENED SLAB TYP <br /> I <br /> 12x12-WlBxW18 <br /> IN SLAB <br /> <br /> W/12" <br />-8" o/c <br /> <br />#5 HORlZ IN BOND <br /> BM @ 4'-0" o/c <br /> GROUTED FULL TYP <br /> <br /> DOOR FRAME DTL <br />-- 1'-0" <br /> <br /> CONSTRUCTION <br />TO MATCH EXISTING <br /> <br />- GUTTER <br /> <br />P.T. 2X10 <br /> <br />2X6 <br /> <br />//.,. ¢ <br /> <br />NOTE: 2X ON HEADER OVER <br />DOOR OPNG TO BE LOCATED <br />PER DOOR MANUFACTURER'S <br />SPECIFICA~ONS. <br /> <br />~IA~ION COUNty <br />BUILDING INSPECTION <br /> <br /> I= <br /> 2ND LAYER 5/8' $~P ~ 11/21/96 11/21/g6 <br />B 80 TO ~G AND ~AF~TO~ <br />: h~ i~ - N0 ~ : : ~/10~J~c~m <br /> <br />' ' AURORA FIRE DEPARTMENT <br /> BUILDING EXPANSION <br /> MISCELLANEOUS PLANS, ELEVATIONS AND DETAILS <br />S~ALE 1/4" = iLO" DW~. NO. <br /> TERRI LAHR <br /> <br />BRESHEARS/THORNTON <br /> ENG;NEERIHO CONSULTANTS, Lid. <br /> <br /> FAX:(503) 678-5,683 eh:(503) 678-2434. <br /> <br /> <br />