HomeMy WebLinkAboutS100 - Unit A Foundation Plan - S1-01PLAN NOTES:1.REFERENCE ELEVATION = TOP OF EXISTING FINISH FLOOR = 100'-0" (852.88' U.S.G.S.).2.TOP OF FOOTING (T/FOOTING) ELEVATION = 98'-8" (U.O.N.).3.(XXX'-X")INDICATES TOP OF FOOTING OR PIER ELEVATION.4.TAKE CARE NOT TO CUT EXISTING 4" BELOW SLAB SANITARY LINE DURING DEMOLITION OF EXISTINGSLAB ON GRADE. NOTIFY EOR IF EXISTING SANITARY IS WITHIN FOOTPRINT OF NEW FOOTING(S) SOSIZE/LOCATION OF FOOTINGS CAN BE REEAVLUATED FOR THE CONFLICT.FOUNDATION PLAN NOTES:1.SEE SHEET S0.01 FOR GENERAL NOTES.2.SEE S3.01 THROUGH S3.03 FOR FOUNDATION DETAILS. TYPICAL DETAILSMAY NOT BE CUT ON PLANS, BUT APPLY UNLESS OTHERWISE NOTED.3.CENTER WALL FOOTINGS UNDER WALLS UNLESS NOTED OTHERWISE.4.FX, EFXINDICATES INTERIOR FOUNDATION F"X" OR EXTERIOR FOUNDATION EF"X". SEE COLUMN FOOTING SCHEDULE ON S3.01.5.ETF-XINDICATES EXTERIOR TRENCH FOOTING ETF-"X". SEE TYPICAL EXTERIOR TRENCH FOOTING DETAIL ON S3.01.6.WF-X, INDICATES INTERIOR WALL FOOTING WF-"X". TYPICAL INTERIOR WALL FOOTING DETAIL ON S3.01.7.RWFXINDICATES RETAINING WALL FOOTING RWF"X" SEE TYPICAL RETINING WALL DETAIL ON S3.01.8.P1, P2, ETC. INDICATES CONCRETE PIER. SEE TYPICAL PIER DETAIL ON S3.01. TOP OF PIER ELEVATION = 98'-8" (U.O.N.).9.MP1, MP2, ETC. INDICATES MASONRY PILASTER. SEE MASONRY PILASTER (MP).10.SEE S3.01 FOR TYPICAL INTERIOR COLUMN FOOTING DETAIL.11.SEE 5-S3.01 FOR TYPICAL COLUMN BASE.12.SEE 3-S3.01 FOR TYPICAL COLUMN BASE PLATE.13.FOOTINGS MAY BE EARTH-FORMED WHERE COHESIVE SOILS EXIST AT FOUNDATIONELEVATION. REFER TO THE PROJECT MANUAL. THE CONTRACTOR SHALL INCLUDE IN THEIR BID FORMING OF FOOTINGS WHERE REVIEW OF THE GEOTECHNICAL ENGINEERING REPORT INDICATES EARTH-FORMING MAY NOT BE POSSIBLE.14.VERIFY LOCATION AND ELEVATION OF ALL UNDERGROUND PLUMBING LINES. SEE SHEET S3.02 FOR REQUIREMENTS WHEN PLUMBING LINES CROSS FOUNDATIONS AT ALL ELEVATIONS.15.SEE 6-S3.03 FOR TYPICAL SLAB ON GRADE.16.SEE 7-S3.03 FOR SLAB ISOLATIONS.17.SEE ARCHITECTURAL PLANS FOR RAISED LOCKER BASES.18.F.T.INDICATES FOOTING TRANSITION. SEE 11-S3.01.19.F.S.INDICATES STEPPED FOOTING. SEE S3.01 FOR DETAILS20.LEGEND:INDICATES UNDERGROUND PLUMBING OR UTILITY LINE. VERIFY LOCATION AND ELEVATIONS. SEE S3.02 FOR REQUIREMENTS WHEN PLUMBING LINES CROSS FOUNDATIONS AT ALL ELEVATIONS.V123456910NQRSU0.70.7WX1S3.031S3.032S3.032S3.032S3.032S3.032S3.0320'-0"20'-0"5'-0"15'-0"10'-0"10'-0"11'-1 3/8"8'-10 5/8"7 3/8"8'-7 5/8"13'-0"11'-7 3/4"6'-6 1/8"16'-1 3/4"14'-8 5/8"7'-11 7/8"F8HSS8X8X1/2F8HSS8X8X1/2F9HSS12X8X5/8F8HSS8X8X1/2F8HSS8X8X1/2F8HSS8X8X1/2F8HSS8X8X5/8F.T.F.T.WF-2ETF-2.5ETF-2.5ETF-2.5WF-2WF-2F.T.3.82.85.44.56.78.91.6YW.5W.4W.8W.22.1V.1C106C108C104C105C111AC116C101BC101CC106BC115BC115C107C107AC109C100C101AC101C101GC100DC100EC114C115AC115CC116AC106A?C101JC101HC101DWF-2WF-2WF-3WF-2R.3S.5U.50.9HSS6X6X1/4F5HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS6X6X3/8HSS12X8X5/8HSS12X8X5/8HSS12X8X5/8HSS8X8X1/2HSS8X8X1/2HSS12X8X5/8HSS8X8X1/2HSS12X8X5/8HSS6X6X1/4HSS8X8X1/2HSS8X8X1/2HSS8X8X1/2HSS8X8X1/2HSS8X8X1/2HSS12X8X5/8HSS12X8X5/8HSS12X8X5/8HSS12X8X5/8HSS6X6X3/81S3.031.1ETF-2.515S3.01F5EF7EF6EF8EF8EF7EF6EF8EF7EF8EF7EF6EF6EF6EF6EF6F3-5F3-5F3-5F3-5F3-5F5F5F6F5-7F5HSS7x7x1/4HSS7x7x1/4HSS7x7x1/4HSS7x7x1/4HSS6X6X1/41.92.94.66.47.910.1EF6WF-5(97' -4")WF-5(97' -4")WF-5(97' -4")WF-5(97' -4")F.T.F.T.22'-5 3/4"1'-3 1/2"25'-2 1/2"22'-7"23'-0 3/4"17'-6"39'-4 1/4"16'-10"24'-0 3/16"7 1/16"WF-3WF-3WF-3WF-2WF-2WF-2WF-2F6HSS12X8X5/8F6HSS6X6X1/4F53.4W.923'-5 1/4"24'-0"24'-0"24'-0"24'-0"24'-0"24'-0"2S3.01F.T.F.T.F.S.F.T.WF-210S3.03(TYP.)1'-6 1/16"23'-3 1/4"11'-5 13/16"3'-2 1/4"9'-11 9/16"17'-3 5/8"25'-1 3/8"14'-8"23'-1"23'-1"14'-8"24'-1 7/16"F3-5F3-5HSS6X6X3/8F3-5F3-5F3-5F3-5F3-511S3.0312S3.03SEE NOTE 416S3.01HSS8X8X1/2F8SEE DETAIL 13/S3.01SEE 13/S3.01SEE 13/S3.01ETF-2.50.82S3.01(TYP.)2S3.01(TYP.)2S3.01(TYP.)2S3.01(TYP.)ETF-2.515S3.0115S3.01(TYP.)5'-8"6'-1"12S3.035'-8"4'-8"2'-3"8'-4"2'-3"8'-4"SEE 13/S3.01SEE 13/S3.0116S3.03(TYP.)(TYP.)8"8"7'-0"8"8"8"8"7'-0"8"8"17S3.033.7F5HSS7x7x1/42'-8 1/2"3'-7 3/4"13'-10 1/4"10'-1 3/4"5'-2 1/2"1'-11 1/2"8"8"(TYP.)HSS4x4x1/4(TYP.)1'-0"5'-0"1'-0"1'-0"5'-0"1'-0"8"8"(TYP.)HSS4x4x1/4HSS6X6X1/4F426'-6 3/4"TLF, INC.Indianapolis, Indiana 46268317-334-1500317-334-1552Fax:TLF Job No:3901 West 86th Street, Suite 200Phone:COPYRIGHT 2023 BY FANNING/HOWEY ASSOCIATES, INC.KEY PLANUNIT ANEW ADDITIONWWW.FHAI.COMARCHITECT2023-119STRUCTURAL ENGINEER8/31/2023 7:07:28 AMC:\Users\jriley\Documents\2021_STRC_221165.01_Carmel HS Polytechnic_jriley@tlf-engineers.com.rvtNOT FOR CONSTRUCTIONPROJECT NUMBER: 221165.01CARMEL HIGHSCHOOLPOLYTECHNICADDITION ANDRENOVATION520 EAST MAIN STREETCARMEL, IN 46032UNIT A -FOUNDATION PLANS1.01PROJECT ISSUE DATE: 08/31/2023100% CONSTRUCTION DOCUMENTSDRAWN BY: JDRCARMEL CLAY SCHOOLS317-848-0966350 E. NEW YORK ST. SUITE 300, INDIANAPOLIS, IN 462041/8" = 1'-0"UNIT A -FOUNDATION PLANPLANNORTHNORTHREV.NO.DESCRIPTIONDATE