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HomeMy WebLinkAboutS101-FOUNDATION-PLAN-Rev.0B B A A C C E J K N 1 1 2.1 5 5 7 7 8 8 AB 102 14 14 10 10 18 18 19 19 12 12 15 15 17 17 4 S501 AA 101 101 11 11 13 13 16 16 6 6 4 103 9 9 D D F 5.1 G 6 S501 ML 2 H A.0 20 20 3 S501 7 S501 eB eC e3 e4 6.8 9.5 5 S501 7 S502 1 S502 ee3ee2 4" CONC. S.O.G. T/SLAB -14'-8" 4" CONC. S.O.G. T/SLAB +0'-0" 4" CONC. S.O.G. T/SLAB -4'-1 3/4" (FIELD V'FY TO MATCH EX.) 4" CONC. S.O.G. T/SLAB -4'-1 3/4" (FIELD V'FY TO MATCH EX.) P30 -2' -2" F5.0 -15' -4" HSS10X10X3/8 P30 -2' -2" F5.0 -15' -4" HSS10X10X3/8 P30 -2' -2" F5.0 -15' -4" HSS10X10X3/8 P24 -1' -3" F4.0 -15' -4" HSS6X6X3/8 F7.0 -15' -4" HSS6X6X3/8 F8.0 -15' -4" HSS6X6X3/8 F8.0 -15' -4" HSS6X6X3/8F5.0 -15' -4" F5.0 -15' -4" HSS6X6X1/2 HSS10X10X1/2 P30 -1' -3" F4.0 -15' -4"P30 -0' -3" HSS10X10X1/2 F5.0 -3' -0" HSS10X10X1/2 WF36 -15' -4"WF36 -15' - 4" WF36 -15' -4" WF60 -15' -4" WF60 -15' -4" WF60 -15' - 4"WF96 -2' - 8"WF36 -4' - 9 3/4" WF30 -2' -8" WF36 -4' -9 3/4" F7.0 -15' -4" F6.0 -15' -4" F5.0 -15' -4" F5.0 -15' -4" F7.0 -15' -4"F8.0 -15' -4" HSS6X6X3/8 HSS6X6X3/8 P30 0' -0" HSS10X10X1/2 P30 0' -0" HSS10X10X3/8 HSS10X10X3/8 HSS10X10X3/8 P30 -0' -8" HSS5X5X3/8 F4.0 -9' -4" P30 -0' -8" F4.0 -9' -4" HSS5X5X3/8 P24 -1' -3" F4.0 -17' -4" HSS8X8X1/2 WF42 -17' -4" WF36 -17' - 4"WF42 -4' - 0"WF36 -17' - 4" WF42 -4' -0"WF36 -15' - 4" HSS12X12X3/8 HSS6X6X3/8 HSS12X12X3/8 F 5.0SP -5' -5 3/4" HSS6X6X3/8 F5.0SP -4' -9 3/4" HSS12X12X3/8 F5.0SP -4' -9 3/4" HSS12X12X3/8 F5.0 SP -4' -9 3/4" HSS12X12X3/8 F5.0SP -4' -9 3/4" F5.0 -6' -1 3/4"F5.0 -4' -9 3/4" WF42 -6' -1 3/4" P24 -0' -8"F6.0 -4' -8" HSS10X10X3/8 P30 -0' -8" F8.0 -2' -8" HSS10X10X3/8 P30 -0' -8" HSS10X10X3/8 F8.0 -2' -8" P30 -0' -8" F8.0 -2' -8" HSS10X10X3/8 HSS10X10X3/8 P30 -0' -8" F8.0 -5' -4" HSS10X10X3/8 P30 -0' -8" F6.0 -15' -4" T/ELEV PIT FTG -18'-8" 14' - 10" 17' - 4 1/8" 12' - 8" 11' - 2" 6' - 4" 10' - 2" 9' - 11" 5' - 10" 1' - 6" 11' - 0" 3' - 10" 9 ' - 7 7/8"23 ' - 10" 23' - 10 " 16' - 11" F7.0 -4' -9 3/4" HSS10X10X3/8 HSS10X10X3/8 F6.0 -4' -9 3/4" HSS10X10X3/8 F6.0 -4' -9 3/4" HSS10X10X3/8 P24 0' -8" F7.0 -9' -4" FTG STEPSTEP FTG FTG STEPFTG STEPSWF36HELICAL PIERS HSS8X8X1/2 HSS6X6X3/8 24"-WIDE CONCRETE GRADE BEAM. T/GB EL -0'-8". B/GB EL TO MATCH BOTTOM OF EXISTING ADJACENT FOUNDATION (-6'-7+/-, F.V.) HELICAL PIERS CONTRACTOR-DESIGNED SHORING SYSTEM AT NEW BASEMENT WALL AS REQUIRED TO ENSURE STABILITY OF SOILS BENEATH EXISTING FOUNDATIONS EX WF30 -5' - 5 3/4" EX WF27 -4' -7 3/4"UNDERPIN EXISTING FOUNDATIONS WITH NEW COLUMN FOOTING FTG STEP STEP FTG STEP FTG P24 0' -0" F4.0 -2' -8" HSS6X6X3/8 P24 0' -0" F4.0 -2' -8" HSS6X6X3/8 4" EXTERIOR CONC. S.O.G. T/SLAB -14'-8" 60.00°60.00° 2 S502 18' - 7"9 1/2" 14' - 8" 10' - 8" 1' - 8" 16' - 2" 2' - 10 3/8" 3' - 1 5/8"8' - 5" 8' - 4" 9 3/8" 2' - 5 5/8" 14' - 4" 11' - 8" 8' - 4" 10' - 8 3/8" 6' - 11" 3' - 8 1/16" 24' - 6" 21' - 6" 7' - 8 1/2" 11' - 6 1/2" HSS12X12X3/8 HSS6X6X3/8 F6.0SP -4'-9 3/4" F5.0SP -4'-9 3/4" HSS10X10X3/8 HSS6X6X3/8 1 S501 2 S501 8 S501 4" CONC. S.O.G. T/SLAB -4'-1 3/4" (FIELD V'FY TO MATCH EX.) 9 S501 3 S502 6 S502 5 S502 4 S502 4" CONC. S.O.G. T/SLAB -4'-1 3/4" (FIELD V'FY TO MATCH EX.) 13 S502 H.5 102.5 9 S502 P24 6' -4 1/4"P24 8' -1 1/4" F9.0 -15' -4" HSS8X8X3/8 8 S502 HELICAL PIERS HSS10X10X3/8HSS6X6X3/8 4" CONC. S.O.G. T/SLAB +0'-0" A.1 10" EX WF27 -8' -1 3/4"1' - 10" 1' - 10"1' - 5 1/8" 9 S502 9 S502 10 S502 CUT NEW PASSAGE OPENINGS IN EXISTING CONCRETE WALL. COORD SIZES & LOC'NS w/ ARCH'L EX WF27 -6' -1 3/4" 12 S502 11 S502 14 S502 HSS10X10X3/8 P30 -0' -8" F6.0 -2' -8" WF36 -15' -4"WF36 -15' - 4" 14 S502 AESS COLUMN AESS COLUMN AESS COLUMN AESS COLUMN 1 S503 3 S503 2 S503 4 S503 4' - 0" FTG STEP FTG STEP FTG STEP COL LOAD=8kCOL LOAD=85k COL LOAD=75k COL LOAD=20k COL LOAD=35k COL LOAD=10k 12' - 1"6' - 6" 1' - 3" 1' - 3" 3 S502 6 S503 7 S503 1 FOUNDATION PLAN NOTES 1. REF. S000-SERIES DRAWINGS FOR STRUCTURAL NOTES & DESIGN DATA. 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. COORDINATE EXACT SIZE & LOCATION OF ALL MECHANICAL OPENINGS IN FOUNDATION WALLS WITH THE MECHANICAL, ELECTRICAL & PLUMBING CONTRACTORS. 4. ALL ELEVATIONS ARE REFERENCED FROM THE OFFICE ADDITION FIRST FLOOR FINISH FLOOR ELEVATION 0'-0" (U.S.G.S. 885.14). REF. CIVIL DWGS. 5. REF. ARCH. DRAWINGS FOR ALL DIMENSIONS NOT SHOWN. CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION AND IMMEDIATELY NOTIFY ARCHITECT/ENGINEER OF ANY DISCREPANCIES. 6. REF. S400-SERIES DRAWINGS FOR TYPICAL FOUNDATION DETAILS. 7. NOTE: PERIMETER WALL AND COLUMN FOOTINGS SHALL BE LOWERED AND/OR SLEEVED TO PASS BELOW PLUMBING LINES (I.E. SANITARY & STORM SEWERS, WATER LINES, ETC.) SHOWN ON THE PLUMBING DRAWINGS. PROVIDE FOOTING STEPS AS REQUIRED PER THE TYPICAL DETAILS ON SXXX. 8. 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. COORDINATE REINFORCING DOWELS FOR CMU VERTICAL REINFORCING WITH REINF. NOTED ON PLANS & SECTIONS. 10. GROUT ALL CORES OF CMU BELOW FINISH FLOOR SOLID. 11. COLUMN FOOTINGS, TRENCH FOOTINGS AND WALL 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 DETAIL X/SXXX. UNDERCUTTING TO SUITABLE BRG. MATERIAL IS NOT REQUIRED FOR GRADE BEAMS. REFERENCE ELEVATIONS IN PARENTHESES (-XX'-X") FOR APPROXIMATE ELEVATION TO SUITABLE BEARING STRATA TO BE USE FOR BIDDING PURPOSES. 12. COLUMN FOOTINGS SUPPORTING MORE THAN ONE COLUMN SHALL BE CENTERED AT THE MIDPOINT BETWEEN THE COLUMNS, UNLESS NOTED OTHERWISE ON PLAN. 13. PROVIDE CONTINUOUS 4" H. x W. VARIES CONCRETE CURB ON ACOUSTIC ISOLATION SLABS IN MECHANICAL ROOMS. CURBS TO SURROUND ALL PENETRATIONS THRU SLAB INCLUDING COLUMNS, PIPES, SUMP PITS, ETC. 14. ALL EX. CONSTRUCTION SHOWN IN PLAN AND/OR SECTION WAS DERIVED FROM EXISTING DRAWINGS AND MUST BE FIELD VERIFIED. IF ANY DISCREPANCIES ARE DISCOVERED BETWEEN INFO. SHOWN ON THE DRAWINGS AND ACTUAL CONDITIONS IMMEDIATELY CONTACT ARCHITECT/ENGINEER FOR DIRECTION BEFORE PROCEEDING WITH THE WORK. 15. PROVIDE THICKENED SLAB UNDER ALL INTERIOR CMU WALLS WITHOUT FOOTINGS. SEE X/SXXX FOR THICKENED SLAB DETAIL. LAYOUT THICKENED SLABS FROM DIMENSIONS ON THE ARCHITECT FLOOR PLANS. 16. PROVIDE CONTROL/CONTRACTION JOINTS IN SLABS ON GRADE (REF. THE TYPICAL DETAILS ON SHEET SXXX). 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. 17. WHERE PIERS OCCUR WITHIN A LARGER ARCH. PILASTER OR COLUMN ENCLOSURE (FOR EG. P24's WITHIN 40" SQUARE CANOPY PILASTERS) PROVIDE PIER REINF. CAGE CENTERED ON THE GRID INTERSECTION. FORM OVERALL PIER TO PROFILE OF THE ARCHITECTURAL PILASTER OR COLUMN ENCLOSURE. LAYOUT PILASTERS FROM DIMENSIONS ON THE ARCHITECTURAL PLANS & DETAILS. 18. FOR ARCHITECTURAL PILASTERS NOT SUPPORTING STEEL COLUMNS, CONSTRUCT AS FULLY-GROUTED MASONRY PIERS OR CAST-IN-PLACE CONCRETE PIERS REINF'D W/ #5 VERTICAL REINFORCING AT 12" O.C. ALL FACES, AT CONTRACTOR'S OPTION. 19. COLUMN AND WALL FOOTINGS TO BEAR ON EX. LIMESTONE BEDROCK. EXTEND OR UNDERCUT AS REQ'D TO ACHIEVE MIN. BEARING CAPACITIES LISTED ON PLAN & CONFIRMED BY THE GEOTECHNICAL INSPECTING & TESTING AGENCY. REF. TYPICAL FOOTING EXTENSION & UNDERCUT DETAILS FOR ADDITIONAL INFORMATION. REFER TO ROCK ELEVATION CONTOURS ON THE FOUNDATION PLAN FOR APPROXIMATE ELEVATIONS TO ROCK. ELEVATIONS SHOWN HAVE BEEN INTERPOLATED FROM THE SOILS REPORT & MAY BE USED FOR BIDDING PURPOSES ONLY, ALL ROCK ELEVATIONS SHALL BE ESTABLISHED IN FIELD & CONFIRMED/RECORDED BY THE INSPECTION/TESTING AGENCY. 20. PLAN LEGEND: F.F. T/'X' B/'X' C.J. WF30 -2'-8" DENOTES FINISH FLOOR DENOTES TOP OF FTG., GRADE BEAM, SLAB, PIER, ETC. DENOTES BOTTOM OF FTG., GRADE BEAM, ETC. DENOTES SLAB ON GRADE CONTROL/CONTRACTION JOINT DENOTES WALL FOOTING MARK & TOP OF FOOTING ELEVATION (SEE WALL FOOTING SCHEDULE) DENOTES WALL FOOTING WITH STEPS, REF. TYP. DETAIL ON SXXX T/F -2'-8"T/F -4'-0"T/F -4'-0"T/F -5'-4"F5.0 -4'-8" P24 -0'-8" HSS6x6x3/8 DENOTES COLUMN FOOTING MARK & TOP OF FTG. ELEVATION (SEE FTG. SCHED.) DENOTES PIER MARK & TOP OF PIER ELEVATION (SEE PIER SCHED.) COLUMN FOOTING CONCRETE PIER STEEL COLUMN DENOTES COLUMN SIZE (REF. FRAMING PLANS FOR STUB COL'S NOT ON FDNS) DENOTES APPROX. LINE OF CONTRACTOR-DESIGNED SHORING/RETAINING SYSTEM . FIELD VERIFY EXACT LOCATION. DENOTES 4" CONCRETE SLAB ON GRADE w/ 6x6 W1.4xW1.4 W.W.F. OR SECONDARY MICROFIBER REINFORCEMENT ON VAPOR RETARDER PER SPECIFICATIONS ON 6" COMPACTED GRANULAR FILL 4" CONC. S.O.G. COLUMN FOOTING SCHEDULE FOOTING MARK FOOTING SIZE WIDTH x LENGTH x DEPTH REINFORCING (EACH WAY) F3.0 3'-0" 3'-0" 1'-2" (4) #5 x 2'-6" F4.0 4'-0" 4'-0" 1'-2" (4) #5 x 3'-6" F5.0 5'-0" 5'-0" 1'-2" (5) #5 x 4'-6" F6.0 6'-0" 6'-0" 1'-2" (6) #5 x 5'-6" F7.0 7'-0" 7'-0" 1'-2" (7) #5 x 6'-6" F8.0 8'-0" 8'-0" 1'-4" (7) #6 x 7'-6" F9.0 9'-0" 9'-0" 1'-6" (8) #6 x 8'-6" NOTES: 1. CENTER FOOTINGS BENEATH COLUMNS, U.N.O. 2. ALL FOOTINGS MUST BE BOARD-FORMED, UNLESS APPROVED. 3. INCREASE FOOTING DEPTH WHERE REQ'D TO ENCASE COLUMN ANCHOR RODS NOTE: WF STEEL COLUMN SHOWN, TUBES, PIPES, C.I.P. CONCRETE, PRECAST & MASONRY COLUMNS SIM. EQ EQ LENGTH PER SCHED.EQ EQWIDTH PER SCHED.SEE NOTE #2 SEE NOTE #3 F.F.DEPTHPERSCHED.WALL FOOTING SCHEDULE FTG. MARK FOOTING SIZE FOOTING REINFORCING WIDTH DEPTH LONGITUDINAL TRANSVERSE WF24 2'-0" 1'-0" (2) #5 x CONTINUOUS #4 x 1'-6" @ 96" O.C. WF30 2'-6" 1'-2" (3) #5 x CONTINUOUS #4 x 2'-0" @ 96" O.C. WF36 3'-0" 1'-2" (3) #5 x CONTINUOUS #4 x 2'-6" @ 96" O.C. WF42 3'-6" 1'-2" (4) #5 x CONTINUOUS #5 x 3'-0" @ 12" O.C. WF96 8'-0" 1'-4"(8) #5 x CONTINUOUS #6 x 7'-6" @ 12" O.C. 1. CENTER FOOTINGS BENEATH WALLS, U.N.O. WF48 4'-0" 1'-2" (4) #5 x CONTINUOUS #5 x 3'-6" @ 12" O.C. TOP & BOTTOM TOP & BOTTOM WF60 5'-0" 2'-0" (6) #5 x CONTINUOUS #5 x 4'-6" @ 12" O.C. CONCRETE PIER SCHEDULE PIER REINFORCINGPIER MARK PIER SIZE VERTICALS TIES-SIZE & SPA. DETAIL CRITICAL HEIGHT P24 2'-0" 2'-0" (8) #6 #3 @ 12" O.C. B ≤2'-8" (4) #8 #3 @ 12" O.C. A > 2'-8" P30 2'-6" 2'-6"(8) #6 #3 @ 12" O.C. B ≤3'-4" (4) #10 #4 @ 12" O.C. A > 3'-4" 1. PROVIDE MIN. 1-1/2" CLEAR TO PIER TIES. 2. 'CRITICAL HEIGHT' DENOTES HT. ABOVE WHICH LARGER DIA. VERTICALS WITH FEWER TIES MAY BE USED. REFER TO FOUNDATION PLAN(S) FOR T/P & T/F ELEV'S. 3. TYPICAL TIE SPACING, UNLESS NOTED OTHERWISE: HOLD FIRST TIE 2" FROM TOP OF PIER. HOLD NEXT THREE* TIES 4" ON CENTER, SPACE BALANCE OF TIES AT SCHEDULED SPACING, WITH BOTTOM TIE HELD 2" ABOVE TOP OF FOOTING. *NOTE: INCREASE FROM THREE TO FIVE TIES AT 4" O.C. AT TOP OF PIERS WHERE COLUMN ANCHOR RODS ARE GREATER THAN 7/8" DIAMETER. 4. DOWELS TO FUNCTION AS PIER VERT'S FOR PIERS LESS THAN OR EQ. TO 5'-0" H. PROVIDE SEPARATE DOWELS & VERTICALS FOR PIERS GREATER THAN OR EQUAL TO 5'-0" H, UNLESS APPROVED. 5. CONTACT ENGINEER FOR DIRECTION IF COLUMN ANCHOR RODS FOUL WITH PIER TIES OR VERTICALS. 6. MIN. HT. OF PIERS: #6 VERTICALS = 2'-0", #7 VERTICALS = 2'-8". DETAIL "A" DETAIL "B" (1) SET (2) SETS DRAWING TITLE: CERTIFIED BY: DRAWING NUMBER PROJECT NUMBER REVISIONS: SCOPE DRAWINGS:PROJECT: These drawings indicate the general scope of the project in terms of architectural design concept, the dimensions of the building, the major architectural elements and the type of structural, mechanical and electrical systems. The drawings do not necessarily indicate or describe all work required for full performance and completion of the requirements of the Contract. On the basis of the general scope indicated or described, the trade contractors shall furnish all items required for the proper execution and completion of the work. ISSUE DATE DRAWN BY CHECKED BY © 2018 CSO Architects, Inc. All Rights ReservedPARISH LIFE CENTER PROJECTOUR LADY OF MT. CARMEL14598 OAK RIDGE RD, CARMEL, IN 4603209/17/21 JRO MDL 19038 S101 FOUNDATION PLANCATHOLIC CHURCH1/8" = 1'-0" 1 FOUNDATION PLAN NOTE ALL INFORMATION ON THIS DRAWING IS PROVIDED FOR BIDDING OF ALL STRUCTURAL ELEMENTS EXCEPT STRUCTURAL STEEL AND METAL DECK. ANY INFORMATION SHOWN RELATING TO CONSTRUCTION NOT RELATED TO THIS PACKAGE (I.E. STRUCTURAL STEEL AND METAL DECK) IS SHOWN FOR CONTEXT ONLY AND HAS BEEN COVERED IN A PREVIOUS DRAWING RELEASE. 1 OWNER COMMENTS 09/23/2021 12/13/21