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HomeMy WebLinkAboutS-201.1 - FOUNDATION PLAN2 3 4O 8'.113/4 3'-6" IT. I" 2 DUMPSTER FOUNDATION PLAN / NOTE: 1. REFER TO ARCH DWGS FOR LOCATION J a . ox m, H T-5 CC3 v ^ TF4_0 O of/CC3 m, 5'- 1 3/4'li'- 0" I 1 ry re TF_4D J "qF / - E II TF4 0 L/ LEGEND TOP ELEVATION OF FOOTING FROM FFE rn TOP FOOTING: (-)0'-8" TOP FOOTING: (-) 2'.2' `�;➢Q;➢Q;➢Q;➢� TOP FOOTING: (-)2'4" Z171ZIII � TOP FOOTING: (-)2'-fi" TOP FOOTING: (-) S-0' L — J FOUNDATION NOTES NOTES: 1. ALL INTERIOR SLAB -ON -GRADE SHALL BEA MIN. OF 4" AND REINFORCED W/6x6 W2.9iOVER A 6 MIL. STEGO WRAP VAPOR BARRIER W/6" LAP AND MIN. PERM RATING OF 0.5, SEE TYR. DETAIL ON S601. 2. VERIFY ALL DIMENSIONS W/ ARCHITECTURAL BEFORE BEGINNING CONSTRUCTION. DIMENSIONS ON ARCHITECTURAL DRAWINGS SHALL TAKE PRECEDENT OVER DIMENSIONS ON STRUCTURAL DRAWINGS. 3. REFER TO ARCH DWGS FOR OPENING DIMENSIONS NOT SHOWN ON PLAN ABOVE. 4. SEE ARCH & CIVIL PLANS FOR SLOPES AND GRADES FOR DRAINAGE. 5. THE CENTROIDS OF COLUMNS & THEIR FOOTINGS SHALL BE COINCIDENT U.N.O. 6. CONCRETE WALL FOR EXTERIOR TO BE 8" THICK W/ REBAR TO MATCH WITH ICF WALL SCHEDULE. 7. COORDINATE FLOOR OUTLETS AND UNDERGROUND ELECTRICAL CONDUIT WITH ELECTRICAL CONTRACTOR. 8. TE NOT SHOWN FOR CLARITY. 9. FOR PEDESTAL SCHEDULE REFER TO SHEET S-104 FOR DETAILS. 10. ELEVATOR PIT SIZE HAS NOT BEEN CROSSCHECKED WITH ELEVATOR SD'S. GC TO PROVIDE SD'S FOR REVIEW AND APPROVAL PRIOR TO CONSTRUCTION. 11. MASONRY COLUMNS ARE SHOWN FOR LOCATIONS, GC PROVIDE DOWELS FOR MASONRY COLUMNS AS PER COLUMN SCHEDULE. IT. D' 1 12'.91/4' 12'-1(1 1 12'.91/4' 1, 12'-912" 1 1V.41/2' 1,5'-5" 9.23/4' 12'-73/4" 1 12'-71/4' 12'.8' IT -D' 12'.531 -ID 1/ .51/' 1 21/"P1 n KV.ID5/8' 1'-11NY -6SCi T TP1O P25/ 1'-31/8" SC1 37"O ° /:./P1 i.l� /�Pi / Ci % SC7 ® 4,. P7 Pi m m m. 3 1/ 1'-2 Sl8" 1- 8" ry 3 7/8" 2 1/4' b //gg m 0 1'-p WB" b 1' 1 /8' P' 18'-5 1I8" 70' K v CC1 �li —-3 — — I - -� S P1 e _ SC1 ° 1 7. J P1 �w P1TTl a SC2 — — " C2 C2 — v I[ L CC3 C3 51 8 COORDINATE BOTTOM OF FOOTING ELEVATION IN — d � COOL AREA WITHCONSTRUCTIONOF FOOTING STAGING. — BOTTOM FOOTING WITHIN OF POOLTO BE B BOTTOM — — — _ — — LOCATED BELOW PROPOSED BOTTOM OF POOL COORDINATE FINAL SC I� I+ edj a PC OL AREA L -D" 2'-6 7/8' CC4� �.0 r __ ®I 5 — — _ I TF4 5 TF . OR fl 1 p J._ TF40 LTHICK EQUIPMENT PAD SEETIETAIL FOR REINF. 4 1 1/4 13 C" 4 1A" _I 1 CC3 TJ 3�8" { I I 7 RELEASED FOR CONSTRUCTION Subject to compliance with all regulations of State and Local Codes City of Camel ((�� AV, G''iUbw lDAaL x DATE: 07/22/19 S§ SC3 a ��— �i���, I • , •i ' S I SliTiP PIT PER NOTE NO 14 20, 11 Ll � �isfti .� .zsti n OCT) 10 11 12 13 14 1 FOUNDATION PLAN a01. 3/32" = 1'-0" 15 16 17 18 19 20 21 NVl/ ��� BAS E4 BASE4 2901 CLINT MOORE ROAD, #114 BOCA RATON, FLORIDA 33496 888.901.8008 www.base4min RICARDO J. MUNIZ-GUILLET,AIA 5453 NW 106TH DR CORAL SPRINGS, FL 33076 Seal: �'..G1N Cr: p\Bi Eq .S-aO •e" Fd��9c T.- NO. 11 OZ 0]`96 SATE-./: ol✓ OF I ANP'. `2 SSS/DUAL B� ADAM GINSBURG, PE w.y Owner: THE WITNESS GROUP 600 ENTERPRISES DRIVE LEWIS CENTER,OH 513.623.9430 HOME©„ CARMEL,INDIANA PROTOTYPE VERSION-V2.2 2016 REVISION: MAY 2016 ISSUE 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, 64-134-1705 SHEET NAME FOUNDATION PLAN DRAWINGS NO. S=201 A