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Home My WebLink AboutS100 - OVERALL FOUNDATION PLANC-5 C-5 C-5 C-5 C-5 C-5 C-5 C-5 C-6 C-5 C-6C-6 C-6 WF-3 WF-3 WF-3 WF-3 WF-3 WF-3 WF-2 WF-2WF-2 WF-2WF-2WF-2F-5 F-4 F-4 F-6 F-5 F-4 F-6.5 F-6.5 F-6.5 F-4 F-6.5 F-5 F-6 F-4 F-4 F-5 3 S301 1 S301 4 S301 7 S301 5 S301 6 S301 23' - 3 3/8" 24' - 1 1/4"2' - 1 1/4" 19' - 10"11' - 11"14' - 1"11' - 6 11/16"18' - 10 1/8" 3' - 6"21' - 2" 22' - 1 1/8" 7 S301 1 S301 1 S301 5 S301 6 S301 4 S301 3 S301 1 S301 4 S301 4 S301 1 S301 1 S301 5 S301 5 S301 WF-2 WF-2 1 4 E D G A I J 14' - 6 3/4"22' - 1"4' - 5 3/4"12' - 6 1/4"14' - 6 3/4"22' - 1"4' - 5 3/4"12' - 6 1/4"OF STUD) 2 3/4" (OUTSIDE 172' - 5 3/4"OF STUD) 2 3/4" (OUTSIDE 3 F B 2 14' - 6 3/4"7' - 6 5/8"14' - 6 3/8"C-5 F-4A C-5 F-4A F-12 F-12 C-5 C-4 C-4 C-4 F-4 F-4AF-4 C-5 F-6 C-5 C-5 C-2 C-5 C-5 F-6 C-4 F-4 C-4 F-4A C-4 F-4A F-4A C-4 C-2 TS-2 TS-3 TS-2 TS-3 TS-2 TS-2 TS-2TS-2F-4 C-4 F-4A 53' - 7 3/4"53' - 7 3/4"TS-23 S301 3 S301 3 S301 3 S301 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 C-6 F-4 F-6 F-4 F-4 F-6 F-4 4 S300 TYP. TYP. 1 S300 TYP. 1 S300 TYP. 2 S301 TYP.1' - 0 11/16"1' - 0 11/16"OUTSIDE OF STUD DIM. VERIFY W/ ARCH. OUTSIDE OF STUD DIM., VERIFY W/ ARCH. F-4 F-4 F-4 F-4 WF-1WF-2WF-2 WF-2 WF-3WF-3 WF-3 WF-2WF-2WF-2WF-2WF-2WF-3WF-3WF-1 WF-1 WF-2 WF-2 SLOPESLOPE SLOPESLOPE SLOPE WF-2WF-2WF-2WF-2WF-2WF-2WF-3WF-3WF-3 TS-3 WF-3 WF-2 WF-2 WF-2 WF-2WF-2WF-2TS-2WF-1 WF-1 WF-1 +100.00' FINISH FLOOR (SHADED AREA) +100.00' FINISH FLOOR (SHADED AREA) +99.58' FINISH FLOOR (EDGE OF GARAGE, TYP.) +99.58' FINISH FLOOR (EDGE OF GARAGE, TYP.)SLOPESLOPESLOPESLOPE SLOPESLOPESLOPE+100.00' T.O. STEM WALL (SEE NOTE) +100.00' T.O. STEM WALL (SEE NOTE) 2 S301 5 S400 6 S400 +98.67' T.O. FTG (TYP.) +98.67' T.O. FTG (TYP.) C H TYP. WF-2 WF-3 WF-2 WF-2 WF-3WF-2WF-2STEP FTG. AS REQ'D (TYP.) STEP FTG. AS REQ'D (TYP.)WF-2WF-2WF-2STEP FTG. AS REQ'D (TYP.) STEP FTG. AS REQ'D (TYP.) B.O. FTG = 30" BELOW GRADE MIN.B.O. FTG = 30" BELOW GRADE MIN. WF-2 WF-2 WF-2 WF-2 WF-3WF-2WF-29 9/16"9 5/16"EXTEND CONCRETE STEMWALL UNDER STUD WALL, SEE ARCH. MATCH STUD WALL WIDTH PROVIDE 3'-0"x3'-0" CONCRETE PIER AT STONE COLUMN REINFORCED WITH (12) #7 VERT AND #4 TIES AT 10" O.C. 1. DO NOT SCALE DRAWINGS, USE ONLY WRITTEN DIMENSIONS. 2. ALL DIMENSIONS ON THIS PLAN ARE TAKEN FROM CENTERLINE TO CENTERLINE OF COLUMNS OR GRIDLINES UNLESS NOTED OTHERWISE. CONTRACTOR SHALL FIELD VERIFY ALL DIMENSIONS PRIOR TO START OF CONSTRUCTION, UNLESS NOTED OTHERWISE 3. THE CONTRACTOR SHALL VERIFY THE SIZE AND LOCATION OF ALL PLUMBING, MECHANICAL, AND ELECTRICAL REQUIREMENTS AND CLEARANCES PRIOR TO PROCEEDING WITH THE PROJECT. PENETRATIONS THROUGH THE STRUCTURE SHALL BE SUBJECT TO APPROVAL BY THE STRUCTURAL ENGINEER. 4. PROVIDE CONTROL JOINTS PER GENERAL NOTES. WITH OWNER APPROVAL, CONTROL JOINTS MAY BE OMITTED IN LIEU OF CONSTRUCTION JOINTS, HOWEVER THESE JOINTS MUST FALL ON COLUMN LINES. REFER TO SLAB JOINT DETAILS FOR MORE INFORMATION. 5. ORIENT CONTROL JOINTS TO AVOID RE-ENTRANT CORNERS AT CORNER JOINTS 6. TOP OF FOOTING ELEVATIONS ARE BASED ON PRELIMINARY CIVIL DRAWINGS AND MUST BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF CONSTRUCTION 7. EXISTING SITE CONDITIONS AND EXISTING BUILDING INFORMATION IS BASED ON LIMITED FIELD MEASUREMENTS PRELIMINARY CIVIL DRAWINGS AND MUST BE VERIFIED BY CONTRACTOR PRIOR TO THE START OF CONSTRUCTION. IF EXISTING BUILDING CONDITIONS DO NOT MATCH THOSE SHOWN ON DRAWINGS, CONTACT STRUCTURAL ENGINEER IMMEDIATELY. SHEET NOTES LENGTHSCHEDULED EMBEDMENT4" PROJECTIONSTEEL COLUMN, SEE SCHEDULE STEEL BASE PLATE, SEE SCHEDULE ASTM F1554 GR. 36 ANCHOR RODS, SEE SCHEDULE FOR SIZE TYPICAL BASE PLATE DETAIL DAMAGE THREADS OR TACK WELD 1-1/2" NON-SHRINK GROUT LEVELING NUT AT EACH ANCHOR ROD BASE PLATE (BP) SCHEDULE ANCHOR ROD DIA. 3/4" MAX. HOLE DIA. 1 1/16" MINIMUM WASHER SIZE THICKNESS 2" 1/4" NOTES: 1. CIRCULAR OR SQUARE WASHERS MEETING THE SIZE SHOWN ARE ACCEPTABLE. 2. ADEQUATE CLEARANCE MUST BE PROVIDED FOR THE WASHER SIZE SELECTED. BP-2 10"10"1 1/2" 7" 1 1/2"1 1/2"7"1 1/2"EQEQEQ EQ 3/4" THICK SEE COLUMN SCHEDULE BP-1 8"8"1 1/2" 5" 1 1/2"1 1/2"5"1 1/2"EQEQEQ EQ 3/4" THICK SEE COLUMN SCHEDULE BP-3 1' - 2"11"1 1/2" 8" 1 1/2"1 1/2"11"1 1/2"EQ EQ 3/4" THICK SEE COLUMN SCHEDULE GRIDGRID GRID GRID GRID GRID DIM. "A" COL. CL "A"LOCATION GRID A GRID 4 GRID J 3-1/4" 6" 3-1/4" CAST-IN-PLACE CONCRETE SLAB 6x6 W1.4xW1.4 WELDED WIRE FABRIC CENTERED IN SLAB (FLAT SHEETS ONLY) 15 MIL VAPOR BARRIER COMPACTED SUBGRADE NOTE: PROVIDE SAWN CONTROL JOINTS AT COLUMN LINES AND AT 10'-0" O.C. EACH WAY (MAX.) FLOOR SLAB CONSTRUCTION 4" (U.N.O.)6" MIN.INEGSS LOINA E NPROF REEN o. GRE S DRETEI STATE OF NA ADNII 11100391 NNAMFFOHHPESOJ SHEET NUMBER: PROJECT NUMBER: DRAWN BY:PROJECT TITLE:This is an original design, created by KJG Architecture, Inc. The concepts, ideas, plans and details are the sole property of KJG Architecture, Inc. None of the aforementioned shall be used by or disclosed to any person, firm or organization for any purpose without the prior written permission of KJG Architecture, Inc. NO. DESCRIPTION:DATE ISSUED: DRAWING TITLE: PROFESSIONAL SEAL: PROJECT DATE: DISCLAIMER: KJG ENGINEERING 527 Sagamore Pkwy W., Suite 101 West Lafayette, Indiana 47906 Ph: 765.497.4598 Fx: 765.497.4599 www.kjgengineering.com 08/16/2021MÉLANGE FLATSBUILDING 12VETERANS WAY & MONON GREEN BOULEVARDCARMEL, INDIANA 4603208/16/2021 S100 OVERALL FOUNDATION PLAN E2020.174 KBM 1/8" = 1'-0"S100 1 FOUNDATION PLAN NCOLUMN SCHEDULE MARK SIZE BASE PLATE TYPE ANCHOR RODS (DIA. x EMBEDMENT) C-1 3 1/2 x 3 1/2 PSL N/A N/A C-2 5 1/4 x 5 1/4 PSL N/A N/A C-3 HSS3-1/2X3-1/2X1/4 BP-1 3/4" x 10" C-4 HSS5X5X1/4 BP-2 3/4" x 10" C-5 HSS5X5X1/2 BP-2 3/4" x 10" C-6 HSS12X4X3/8 BP-3 3/4" x 10" FOOTING SCHEDULE MARK WIDTH LENGTH THK. * FOOTING REINFORCEMENT (GRADE 60) BOTTOM TOP F-4 4' - 0" 4' - 0" 2' - 0" #5's AT 10" O.C. EW NONE F-4A 4' - 0" 4' - 0" 1' - 0" #5's AT 10" O.C. EW NONE F-5 5' - 0" 5' - 0" 2' - 0" #6's AT 10" O.C. EW #6's AT 10" O.C. EW F-6 6' - 0" 6' - 0" 2' - 0" #6's AT 10" O.C. EW #6's AT 10" O.C. EW F-6.5 6' - 6" 6' - 6" 2' - 0" #6's AT 10" O.C. EW #6's AT 10" O.C. EW F-12 10' - 3" 12' - 0" 2' - 0" #5's AT 10" O.C. E.W. NONE WF-1 1' - 0" CONT. 2' - 0" (2) - #5 CONT. BARS NONE WF-2 2' - 0" CONT. 2' - 0" (3) - #5 CONT. BARS WF-3 3' - 0" CONT. 2' - 0" (4) - #5 CONT. BARS THICKENED SLAB SCHEDULE MARK WIDTH THICKNESS REINFORCEMENT (GRADE 60) BOTTOM TOP TS-2 2' - 0"1'-0"(3) - #5 CONT. BARS NONE TS-3 3' - 0"1'-0"(4) - #5 CONT. BARS NONE NOTE:CONCRETE STEM WALLS SHALL BE PROVIDED AT ALL LOCATIONS WHERE "WF" WALL FOOTINGS ARE SHOWN ON PLANS, SEE DETAILS FOR THICKNESS. ALL CONCRETE STEM WALLS SHOULD MAINTAIN T.O. STEM WALL ELEVATION SHOWN ON PLANS, EXCEPT AT OPENINGS, WHERE BLOCKOUTS SHOULD BE PROVIDED. T.O. STEM WALL ELEVATION AT ALL MAN DOOR OPENINGS SHALL BE DROPPED TO MATCH FINISH FLOOR, AND ELEVATION AT GARAGE DOORS SHALL BE DROPPED TO MATCH B.O. GARAGE SLAB TURNDOWN ELEVATION (SEE DETAILS) 1 CONSTRUCTION SET 08/16/21 2 ADDENDUM 1 11/01/21 * ADJUST FOOTING THICKNESS AS REQUIRED TO MAINTAIN BOTTOM OF FOOTING AT 30" MIN. BELOW GRADE MINIMUM AND AS REQUIRED ALONG LINE "J", SEE PLAN BOTTOM OF FOOTING TO BEAR -6'-0" BELOW GRADE ALONG LINE "J" 01/31/22