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HomeMy WebLinkAboutS-201.2 - 1ST FLOOR WALL AND COLUMN PLAN3 8' HC SLAB, SEE PLAN A 36-95/8" WALL & COLUMN NOTES . • DOINGS BOND BEAM, TOP OF WALL +12'-3 SEE PLAN +12' 1. REFER TO ARCH & MEP DGS FOR OPENING DIMENSIONS ON THIS FLOOR. w' 2. SHEARIBEARING WALLS AT THIS PLAN ELEVATED FROM 0'- 0' -+11' - 4' U.N.O. BBi BOND BEAM, BBi BON D BEAM, CMU WALL, 3. COLUMNS ATTHIS PLAN ELEVATED FROM O'- On- +12'-6"U.N.O. SEE PLAN SEE PLAN SEE PLAN 4. SEE SCHEDULES ON S-104 AND S-105 FOR COLUMN AND WALL TYPE. CMU WALL, CMU WALL, 1/2" PREMOLDED SEE PLAN SEE PLAN EXPANSION 6+• r� J 1/2" PREMOLDED EXPANSION JOINT MATERIAL JOINT MATERIAL W.W.F. W.W.F. 2L -aZ m W.W.F., SEE PLAN SEE PLAN e pi b. an SEE PLAN S.O.G., S.O.G., m S.O.G., SEE PLAN SEE PLAN 'p a SEE PLAN a TOP OF FLOOR CONCRETE STEM WALL, CONCRETE STEM WALL, SEE PLAN CONCRETE STEM WALL, SEE PLAN SEE PLAN FOOTING, - p FOOTING, Ek FOOTING, SEE PLAN SEE PLAN SEE PLAN a IK� 3 DUMPSTER SECTION 201. 1/4" = 1'-0" e� 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 r. 203'-1" 3'4 3/ " 10'-3' 8'-113/4" T-6" 13'-1" IT-0- 12'-91/4" 12'-10' 12-91/4' 12'-91/2" 11-41/2' S'-5' 9'-23/4' 12'-73/4' 12'd 1/4' 12'-8- 13'-0- 12'-53/4' 5'-101/4 '- 1/4" / L \ DUMPSTER WALL & COLUMN PLAN -201. 1" = 10'-01, NOTE: 1. REFER TO ARCH DINGS FOR LOCATION �a15/8" -25/8" 1'-3p/8" 378n 2�4" 1 1 11-h03/8. 1'_Ji/8" d1 67/q' , 2 m SC1 S 1 S 1 SC7 SCi .m SC7 a 3C SC7 n � n n n 92 ya• - - � � � 13/4" K 21/4"CW101 - -� J o 0 1'-91/8' 4'-67/8" J -01 V4" 18'-6" -7" 2 5/8" m CC7 i9 SC2 m SC2 m C2 C2) mi' -10 5/8" m 1' -11 3/e" \ Liar-9 /8" W sc1 _ ao CW10 01 — — — — — _ - 1011 _SC1 CW101 — — 3' 51/ � N - J SC1 e A • — — — - ,n — - — — — — n C3 CC3 CC3 CC3�W101r CC3 &CW MW104 C 104 W -: 3 8= — 29—E� CC3CC3N 2'-71/4" POOLAREA b �> F • � �1, '� I I I I I I � I I I m 3-2" 3 2 �...� N .wn 6m 6'-55/8" ` 16 o MW104 i CW101 CC4 3/4" • • ink 3'-307 a i" � CW10 b CW10171- C 101 gC3 SC3 "' SC3 SC3 CW701 CW701- 1T-117/8"-2 10' 4"-2 3'- CC4 is 3'-2" 13'-83/" n m 1/8 11/4' U U 8" MW10 CW 101 — — — - — — — — - T-2" 5'-9 12" D 15'-13/4" '-2 bm o N 5/" m rai - o Ali; 16 3 - U 'CW101 io— �� ON C r 3'-73( 3' 2 4'-107/ "o' '-79 1'- 11/4 t� a, o C CC3 4 < CW101 _ a v _ U CW101 tw CW102 CW102 y m 3 �, 3 CW102 CC7 CW10 CC1 SC7 ma S 1 a,'� 2'-31/2" 1'-9 1/8" 2 T-8 1/4" 11'-00 16'-0 3/4" 18'-00 - 6'-3 3/40 1'-5. 1O 5'-9 3/8" 5'-3 1/8" 18'-5 7I8• 5'-0" 6'-0 120 IB-7 7/8" 23'-60 24'-8 3/4' 1 /80 N 10" 4'-8 4• 3 � � � � � � 10 11 12 13 14 15 16 17 18 19 20 21 / I ` 1ST FLOOR WALL AND COLUMN PLAN -201. 3/32" = 1'-0" RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel /� A�Gil NORTH x DATE: 07/22/19 BAS E4 BASE4 2901 CLINT MOORE ROAD, #114 BOCA RATON, FLORIDA 33496 888.901.8008 www.base4.com RICARDO J. MUNIZ-GUILLET,AIA 5453 NW 106TH DR CORAL SPRINGS, FL 33076 SealGi Cr: p\Si Eq .S,aO zl Fd��9c NO. 11 OZ 0]`96 9y/SATE-./: ol✓ F O SSS/ONAL B� ADAM GINSBURG, PE nw.y e".:lw Owner: THE WITNESS GROUP 600 ENTERPRISES DRIVE LEWIS CENTER,OH 513.623.9430 HOME© CARMEL,INDIANA PROTOTYPE VERSION-V2.2 2016 REVISION: MAY 2016 I NSO. DELTA SATE DESCRIPTION 1 SO 2019.03.04 ISSUED FOR PERMIT CURRENTISSUE ISSUED FOR PERMIT CURRENT ISSUE DATE 2019.03.04 Di BY TJ CHECKED BY AJG PROJECT NO, 134-134-1705 SHEET NAME 1 ST FLOOR WALL AND COLUMN PLAN DRAWINGS NO. S=201m2