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HomeMy WebLinkAboutS100 Foundation Forming PlanEXHAUSTAREAWAY 829.41' 829.41' 831.67 831.67 832.67' 833.17' INTAKE AREAWAY EXHAUSTAREAWAY EXHAUSTAREAWAY 832.33' 832.87' 823 UPUP )1 1 2 2 3 3 4 4 5 5 6 6 7 7 A.1A.1 BB CC DD EE E.9E.9 1.9 1.9 FF AA 6.1 6.1 C2 C2 C2 C1 C2C2C2C2 C2 C2 C2 C2 C1 C1C1 C2C2C2 C2 C1 C1C1 C1 C1 C1 C1 C1 C1 C1 C2 C1 C1 C1 C1 C2 C2 E.2E.2 4.5 4.5 5 S402 4 S402 5 S402 5" 't' CONCRETE SLAB ON GRADE W/ MICRO-FIBER SECONDARY REINF. OVER 9" INDOT #5 STONE. COORDINATE SLOPE TO DRAWINS W/ ARCH. & PLUMBING DWGS. F16 (-14' -6") F6 (-14' -6") F16 (-14' -6") F6x12 (-14' -6") F8 (-14' -6") F13 (-14' -6") F12 (-14' -6") F10 (-14' -6") F12 (-14' -6") F12 (-14' -6")F9 (-14' -6") F9 (-14' -6") F13 (-14' -6") F13 (-14' -6") F11 (-14' -6") F12 (-14' -6") F13 (-14' -6") F8 (-14' -6") F6 (-14' -6") F16 (-14' -6") F16 (-14' -6") F6 (-14' -6") WF36 (-14' -6")WF36(-14' -6")WF36(-14' -6")WF36(-14' -6")WF36(-14' -6")WF36 (-14' -6")WF36(-14' -6")WF36 (-14' -6")WF36(-14' -6")WF36(-14' -6")WF36(-14' -6")WF36 (-14' -6")WF36(-14' -6")F5 (-2' -6") F5 (-2' -6") F5 (-2' -6") F5 (-2' -6") S404 1 S404 2 8 S402 9 S402 WF24 (-14' -6") -11' - 0"RAMP UP 9.38%-12' - 0" -10' - 0" -9' - 0" -8' - 0" -7' - 0" -6' - 0" RAMP UP -5' - 0" -4' - 7 1/8" 8'-8" 157'-4 7/8" 1'-4" 1'-9 3/4" 26'-8 1/8" 3 7/8" 26'-0"27'-4"21'-8 7/8"21'-4" 3 7/8" 17'-0 1/8" 13'-6 1/4"3 7/8"31'-8"21'-0"25'-4 7/8"21'-0"31'-8"3 7/8"1'-5 1/2"147'-0 3/8" 1'-4" 1'-9 3/4"26'-8 1/8"3 7/8"26'-0"27'-4"21'-8 7/8"3 7/8" 17'-0 1/8" 1'-9 3/4" 1'-4"134'-4 3/8"1'-6 1/4"3 7/8"31'-8"21'-0"25'-4 7/8"21'-0"31'-8"3 7/8"1'-5 1/2"22'-7 1/2" 5'-8 1/2"129'-0 7/8"26'-11"4'-9" 22'-8"25'-8 1/4"17'-10" 4'-10 1/8" 4'-11 3/4"26'-8 1/4"1'-4" 21'-3 1/2" 5'-8 1/2"100'-0 3/8"5'-8 1/2" 11'-7 1/2" 1'-4"26'-11"4'-9" 21'-0"29'-0 3/8"21'-0" 4'-8"27'-0"7 3/4"2'-4 1/8"3'-4 1/8" 3'-0"3'-0" 7'-8" 3'-0" 12'-4" 3'-0" 3'-4 1/8"2'-4 1/8" 7 3/4"7 3/4"2'-4" 5'-7 7/8" 3'-0"7 3/4"2'-4 1/8"5'-8 1/8"2'-11 7/8"7 3/4" 2'-4 1/8" 3'-4" 3'-0"7 3/4" 2'-4" 5'-7 7/8" 3'-0" 21'-4"1'-4"10'-8"1'-0"25'-0" F-30 (-14' -6") F-42 (-14' -6") SB-1 (-14' -6") F-36 (-14' -6") F-42 (-14' -6") F-30 (-14' -6") F-30 (-14' -6") F-36 (-14' -6") F-42 (-14' -6") F-30 (-14' -6") F-30 (-14' -6") F-36 (-17' -0") F-30 (-14' -6") SB-1 (-14' -6") AIR VENT IN WALL, COORD. WITH MEP ON SIZE & LOC. AIR VENT IN WALL, COORD. WITH MEP ON SIZE & LOC.AIR VENT IN WALL, COORD. WITH MEP ON SIZE & LOC. AIR VENT IN WALL, COORD. WITH MEP ON SIZE & LOC. F-30 (-15' -9") F-30 (-15' -9") 10 S402 10 S402 10 S402 10 S402 WF36 (-14' -6") 6 S402 3 S403 6 S402 3 S403 6 S402 6 S402 3 S403 6 S402 3 S403 6 S402 1 S403 1 S403 2 S403 1 S403 1 S403 1 S403 6 S402 6 S402 2 S403 1 S403 2 S403 2 S403 3 S403 1 S403 4 S403 2 S403 1 S403 SIM. SIM. SIM. 12 S401 12 S401 WF36 (-14' -6") WF36 (-14' -6") 5 S403 5'-5 7/8"2" 1'-9 3/4" 1'-4" 5 S403 5" 't' CONCRETE SLAB ON GRADE W/ MICRO-FIBER SECONDARY REINF. OVER 9" INDOT #5 STONE. COORDINATE SLOPE TO DRAWINS W/ ARCH. & PLUMBING DWGS. 5" 't' CONCRETE SLAB ON GRADE W/ MICRO-FIBER SECONDARY REINF. OVER 9" INDOT #5 STONE. COORDINATE SLOPE TO DRAWINS W/ ARCH. & PLUMBING DWGS. AT RAMP: 6" 't' SLAB OVER 6" DRAINAGE FILL. COORD. MEDIUM TO ROUGH NON- SLIP FINISH W/ ARCH. 6" 't' 5" 't' 6" PERF. PVC FOUNDATION DRAINAGE TUBING IN GEOTEXTILE WRAP. SLOPE 1/8" IN 10'. COORD. TIE-IN TO SUMP W/ PLUMBING CONTRACTOR. 4" PERF. PVC UNDERSLAB DRAINAGE TUBING IN GEOTEXTILE WRAP. SLOPE 1/8" IN 10' TO SUMP. REF. PLUMBING DWGS. 1 1 1 1 1 FOUNDATION PLAN NOTES REF. S001 & S002 FOR STRUCTURAL NOTES, DESIGN DATA, SCHEDULES & LEGENDS. 1. REF. THE S400 SERIES FOR TYPICAL FOUNDATION AND MASONRY DETAILS.2. ALL CONTRACTORS ARE REQUIRED TO COORDINATE THEIR WORK WITH ALL DISCIPLINES TO AVOID CONFLICTS. THE MECHANICAL, ELECTRICAL, AND PLUMBING ASPECTS ARE NOT IN THE SCOPE OF THESE DRAWINGS. THEREFORE, ALL REQUIRED MATERIALS AND WORK MAY NOT BE INDICATED. 3. ALL ELEVATIONS ARE REFERENCED FROM THE FIRST FLOOR FIN. FLOOR ELEVATION +0' - 0" (USGS 834.00). VERIFY ELEVATION WITH CIVIL DWGS. 4. REF. ARCH. DRAWINGS. FOR ALL DIMENSIONS NOT SHOWN. CONRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 6. COORDINATE EXACT SIZE & LOCATION OF ALL MECHANICAL OPENINGS IN FDN. WALLS WITH THE MECHANICAL, ELECTRICAL & PLUMBING CONTRACTORS. 7. NOTE: PERIMETER FOOTINGS SHALL BE LOWERED AND/OR SLEEVED TO PASS BELOW PLUMBING LINES (E.G., SANITARY & STORM LINES, WATER LINES, ETC.) SHOWN ON THE PLUMBING DRAWINGS. PROVIDE FOOTING STEPS AS REQUIRED PER THE TYPICAL DETAILS ON S401. 8. ALL WALLS SHALL BE LAID OUT FROM THE ARCHITECTURAL DRAWINGS. 5. ALL SLAB RECESSES SHALL BE LOCATED PER THE ARCHITECTURAL DRAWINGS. COORDINATE DEPTHS OF ALL SLAB RECESSES WITH THE ARCHITECTURAL DRAWINGS AND/OR THE FLOORING SUPPLIER. 9. PROVIDE CONTROL/CONTRACTION JOINTS IN SLABS ON GRADE (REF. TYPICAL DETAILS ON S401). ALL JOINTS IN SLABS TO RECEIVE THIN OR THICK-SET TERRAZZO, CERAMIC OR PORCELAIN TILE, VINYL- COMPOSITION TILE (VCT) OR VINYL SHEET GOODS, EPOXY OR SIMILAR THIN-FILM FINISH FLOORING SHALL BE CAREFULLY COORDINATED WITH THE FLOORING CONTRACTOR. THE CONTRACTOR SHALL SUBMIT SLAB JOINT LAYOUT TO ARCHITECT/ENGINEER FOR REVIEW PRIOR TO PLACING SLABS. PROVIDE CMU REINFORCING AS NOTED ON PLANS & SECTIONS. IF NOT SHOWN ELSEWHERE, MINIMUM CMU WALL REINFORCING TO BE #5 VERTS @ 32" OC (MAY BE REDUCED TO 48" OC WHERE FOUNDATION WALL ONLY). PROVIDE OPEN-CORE BOND BEAMS AT TOPS OF WALLS, AT CHANGES IN CMU THICKNESS, AND WHERE INDICATED ON PLANS & SECTIONS (10'-0" OC MAX VERTICAL SPACING). PROVIDE 1/2 OF INTERRUPTED VERTICALS AT JAMBS OF OPENINGS AND PROVIDE ADDITIONAL VERT'S. AT ENDS OF WALLS. 10. COORDINATE REINFORCING DOWELS FOR CMU VERTICAL REINFORCING WITH REINF. NOTED ON PLANS & SECTIONS. 11. GROUT ALL CORES OF CMU SOLID BELOW FIN. FLOOR ELEVATION. 12. PROVIDE THICKENED SLAB UNDER ALL INTERIOR CMU WALLS WITHOUT FOOTINGS. SEE S401 FOR THICKENED SLAB DETAIL. REF. THE ARCHITECTURAL DRAWINGS FOR LOCATIONS OF CMU WALLS. 13. ALL FOOTINGS SHALL BEAR ON APPROVED SOIL. UNDERCUT AS REQ'D. TO SUITABLE BEARING MATERIAL AS DETERMINED BY THE GEOTECHNICAL TESTING AGENCY. REF. TYPICAL FOOTING UNDERCUT DETAILS ON S402. 14. PLAN LEGEND: 15. 16. 17. F.F. DENOTES FIN. FLOOR T/'X' DENOTES TOP OF FTG, SLAB, PIER, ETC. B/'X' DENOTES BOTTOM OF FTG, GRADE BEAM, ETC. C.J. DENOTES SLAB ON GRADE CONTROL/CONTRACTION JOINT CW12 DENOTES 12" CIP CONCRETE ELEV. PIT WALL (REF. DETAILS ON S402) WF24 -2'-8" DENOTES WALL FOOTING MARK & TOP OF FOOTING ELEVATION (REF. WALL FTG SCHEDULE) TB24x24 -1'-4" DENOTES TIE BEAM MARK & T/BEAM ELEVATION (REF. TIE BEAM SCHEDULE) DENOTES WALL FOOTING WITH STEPS, REF. TYP. DETAIL ON S401 F7 (-2'-8") DENOTES COLUMN FOOTING MARK & TOP OF FTG. ELEVATION (SEE COL. FTG. SCHED.) COLUMN FOOTING DENOTES CMU FOUNDATION WALL DENOTES CMU FDN. WALL HELD DOWN AT OPENINGS REF. ARCHITECTURAL DWGS. FOR MASONRY CONTROL & EXPANSION JOINT LOCATIONS. DENOTES THICKENED SLAB UNDER INTERIOR NON-LOAD BEARING CMU WALLS C1DENOTES COLUMN SIZE FTG. MARK FOOTING SIZE FOOTING REINFORCING WIDTH DEPTH LONGITUDINAL TRANSVERSE WALL FOOTING SCHEDULE NOTES: WF36 3'-0" 1'-0"(2) #5 x CONTINUOUS #5 @ 12"O.C. 1. CENTER FOOTINGS BENEATH WALLS, U.N.O. WF24 2'-0" 1'-0" (2) #5 x CONTINUOUS #5 @ 12"O.C. Engineer: By: Developer:WINDSOR BUILDING800 West Monon Green Blvd.Carmel, IN 46032COPYRIGHT & OWNERSHIP DOCUMENTS THIS DOCUMENT IS AN INSTRUMENT OF SERVICES AND IS THE SOLE PROPERTY OF THE ARCHITECT AND PEDCOR DESIGN GROUP, LLC. ALL INFORMATION CONTAINED HEREIN IS CONFIDENTIAL. ITS SUBMISSION AND DISTRIBUTION TO OTHER PARTIES IS NOT TO BE CONSTRUED AS PUBLICATION IN DEROGATION OF COMMON LAW COPYRIGHT, INTELLECTUAL PROPERTY RIGHTS OR OTHER RESERVED RIGHTS. ALL INFORMATION CONTAINED HEREIN CONSTITUTES THE ORIGINAL AND PUBLISHED WORK OF THE ARCHITECT, JAMES R. STUTZMAN, AND PEDCOR DESIGN GROUP, LLC. NO PART OR WHOLE OF THIS DESIGN, THESE DRAWINGS, OR THE RESULTING BUILDING OR BUILDINGS, OR PORTIONS OF THE RESULTING BUILDING OR BUILDINGS MAY BE DUPLICATED, COPIED, EXHIBITED, PHOTOGRAPHED, PUBLISHED, MODIFIED OR OTHERWISE DISTRIBUTED IN ANY WAY WITHOUT THE SPECIFIC AND PRIOR WRITTEN CONSENT OF THE ARCHITECT, JAMES R. STUTZMAN AND PEDCOR DESIGN GROUP, LLC. © COPY RIGHT 2018 JAMES R. STUTZMAN, AIA, Carmel, Indiana. Set Issue Date Sheet Issue Date Drawn By Checked By Sheet Title: Sheet Number: Revision ID Issue Date Issue Name S100 BID PACKAGE 1- FOUNDATIONS GARAGE AND PODIUM STRUCTURE FOUNDATION FORMING PLAN 7/28/217/28/21 SCALE: 1/8" = 1'-0"S100 1 FOUNDATION FORMING PLAN SPREAD FOOTING SCHEDULE TYPE BARS Length Width THK F5 #5 @ 12" O.C. EA. WAY 5' - 0" 5' - 0" 1' - 2" F6 #6 @ 12" O.C. EA. WAY 6' - 0" 6' - 0" 1' - 4" F6x12 #8 @ 12" O.C. EA. WAY 6' - 0" 12' - 0" 2' - 6" F8 #7 @ 12" O.C. EA. WAY 8' - 0" 8' - 0" 1' - 10" F9 #7 @ 12" O.C. EA. WAY 9' - 0" 9' - 0" 2' - 1" F10 #8 @ 12" O.C. EA. WAY 10' - 0" 10' - 0" 2' - 2" F11 10-#7 11' - 0" 11' - 0" 2' - 4" F12 9-#8 12' - 0" 12' - 0" 2' - 6" F13 11-#8 13' - 0" 13' - 0" 2' - 8" F16 13-#9 16' - 0" 16' - 0" 3' - 2" SHEARWALL FOUNDATION SCHEDULE FOOTING MARK THICKNESS REINF. F-30 2' - 6" REF. ENLARGED PLANS ON S404 F-36 3' - 0" REF. ENLARGED PLANS ON S404 F-42 3' - 6" REF. ENLARGED PLANS ON S404