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HomeMy WebLinkAboutS101DAREA C AREA D AREA C AREA D AREA D AREA E P15 P17 P19 P20 P23 P25 P28 P31 P21 P26 P30 P29 P27 P24 P22 P18 P16 PA PCPB PD PJ PM PN PR PT PW PX PZPYPV PU PQ PS PL PK PF PE PPPH PG WF30 +1' -4"WF30 +2' -4"WF30 0' -0" WF30 -1' -4" WF30 -1' -4" RWF48 -1' -4" WF30 -1' -4" F11.0 +1' -4" PC24 PC24 F6.0 +2' -4" PC24 PC24 F6.0 +2' -4" PC24 F7.0 +2' -4" F6.0 +2' -4" PC24 PC24 F5.0 +2' -4" PC24 F6.0 +2' -4" PC24 PC24 F5.0 +1' -4" F8.0 +1' -4" PC24F7.0 +4' -0" PC24 WF30 -0' -8"WF30 -0' -8" WF30 +1' -4" WF30 +1' -4"WF30 +2' -4"WF30 +2' -4"WF30 0' -0"WF30 +2' -4"WF30 +2' -4"WF30 +2' -4" WF30 +2' -4" WF30 +2' -4" WF30 +2' -4" WF30 0' -0" WF30 +1' -4" WF30 -0' -8" F7.0 -0' -8" PC24 F8.0 +0' -8" PC24 F7.0 -0' -8" PC24 F8.0 +0' -8" F5.0 1' -4" PC24 F8.0 +1' -4" PC24 F7.0 +1' -4" PC24 PC24 F11.0 +2' -8"C.J.C.J.C.J.C.J.C.J.C.J.C.J.C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J. C.J.C.J.T/SLAB = +5'-0" NOM. T/SLAB = +6'-8" NOM. T/FDN.WALL = +10'-4" VERIFY W/ PRECAST SUPPLIERRAMP UP 4'-0"10' - 8 1/2" 17' - 3 1/2" 2' - 1" 17' - 9" 4' - 9" 9' - 10" 8 1/2" 8" 13' - 11 1/4" 12' - 3 1/4" 10 1/2" 24' - 5 1/2" 7' - 2" 17' - 10" 4" 11' - 11" 13' - 5" 8" 16' - 4" 9' - 6 1/2" 10' - 10" 13' - 7 1/2" 5' - 0"8' - 0"16' - 3" 1' - 5 7/8" 5' - 11 1/8" 10' - 4" 8' - 9 1/2" 5' - 4" 4' - 0" 22' - 4" 2' - 4 1/2" 7 1/2" 25' - 4" 2' - 9 1/4" 22' - 6 3/4" 9' - 6 1/2" 15' - 9 1/2" F4.0 +2' -4" F4.0 +2' -4" F4.0 -0' -8" F4.0 -0' -8" RWF48 -1' -4"RWF48 -1' -4" RWF48 0' -0"S-A FFE = +5'-0" S-A FFE = +5'-0" S-A FFE = +5'-0" S-A FFE = +5'-0" S-A FFE = +5'-0" S-A FFE = +5'-0" S-A FFE = +5'-0" S-A FFE = +5'-0" S-A FFE = +5'-0" S-A FFE = +5'-0" S-A FFE = +4'-0" S-A FFE = +2'-0" S-A FFE = +2'-0" S-A FFE = +5'-0" S-A FFE = +5'-0" S-ES-E S-E S-E S-E S-E S-E S-E S-E S-E S-E S-E S-B S-BS-B S-B S-B TS36 +5' -0"TS36 WF30 +2' -4"WF72 -1' -4" WF30 +1' -4"RAMPSTR: 850.29' STR: 850.68' STR: 850.95' STR: 851.49' STR: 853.17'AREA DAREA EWF84 -T +1' -4" WF84 -T 2' -8"WF72 -T +2' -8"WF72 -T 0' -0" WF48 +1' -4" WF48 +2' -8" STEP FTG 2'-0" WF30 +-1' -4" 3 S520 1 S520 2 S520 1 S518 10 S517 STEP FTG 2'-8" 9 S517 WF72 -1' -4" T/FDN WALL +1' -4" 8 S517 T/FDN WALL +1' -4" T/FDN WALL +4' -0"WF72 +1' -4"STEP FTG 2'-8" F5.0 +4' -0" F5.0 +4' -0" PC24 RWF96 0' -0"T/FDN.WALL = +8'-0"T/FDN.WALL +5'-4" T/FDN.WALL +8'-0"T/FDN.WALL +5'-4"PC24 T/FDN.WALL = +9'-0" T/FDN.WALL = +11'-4" F8.0x6.0 0' -0" PC24(2) STEP FTG 1'-4" F4.0 0' -0" PC SPECIALWF30 0'-0"F4.0 0' -0" PC SPECIAL PC24 F5.0 0' -0" STEP FTG 2'-4" WF30 +2' -4" F5.0 +2' -4" PC24 F5.0 +2' -4"WF36 +2' -8"STEP FTG WF30 +1' -4"F6.0 0' -0" P32 +4' -0" PC24 F6.0 0' -0" P32 +4' -0" PC24 2 S516 F7.0 0' -0" P32 +4' -0" PC24 P24 WF96 -T -1' -4"3 S516 5 S516 6 S516 2 S516 3 S516 5 S516RWF48 0' -0" STEP FTG 1'-4" F7.0 -1' -4"P32 +4' -0" PC24 F7.0 -1' -4"P32 +4' -0" PC24 F7.0 -1' -4"P32 +4' -0" PC24 2 S519 1 S519 WF72 -T +0' -8" F.D.WF30 0' -0"T/SLAB = +2'-0"RAMP DOWN 3'-0"TURNED DOWN SLAB TURNED DOWN SLAB 5 S519 3 S519T/FDN WALL +4'-0"WF36 +1' -4"WF36 +1' -4"WF36 +1' -4" 20" 't' CONC. ELEV. PIT FDN. T/PIT SLAB 0'-0" 12" CONC WALLS. T/WALL +4'-0" TYP. STEP FTG 1'-4" 8" WIDE x 3'-2" TALL CONC. CURB BENEATH GLAZING. T/CURB +5'-8" 2 S518 T/FDN WALL +4'-0" 4 S518 6 S519 7 S519 8 S519 T/FTG. = +2'-8" T/FTG. = +1'-4" T/SLAB ROUGHLY +3'-6" HERET/SLAB +5'-0" NOM.JUMP RAMP UP 1'-8"T/SLAB +6'-8" NOM.4 S519 P32 +4' -0" 6 S518 STEP FTG +1'-4" T/WALL STEPS +1'-4" T/FDN WALL +5'-4" 5 S518 3 S518 STEP FTG 2'-8" SUMP PIT PER TYP. DETAIL STEP FTG 1'-4" TURNED DOWN SLABTURNED DOWN SLAB TURNED DOWN SLAB P32 +4' -0" STEP FTG 1'-4" STEP FTG 0'-8" THICKENED SLAB THICKENED SLAB STEP FTG 1'-4" THICKENED SLAB CONC. STAIR ON GRADE, REF. CIVIL CONC. STAIR ON GRADE, REF. CIVIL FOUNDATION PLAN NOTES 1. REF. S001-S003 FOR STRUCTURAL NOTES, DESIGN DATA & SCHEDULES. 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 ELEVATION 0'-0" (U.S.G.S. 852.0). 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. S411 & S412 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 S411. 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 IMPROVED SOIL USING AGGREGATE PIERS. REFERENCE GENERAL NOTES SHEET FOR MORE INFORMATION REGARDING AGGREGATE PIER SYSTEM. 12. COLUMN FOOTINGS SUPPORTING MORE THAN ONE COLUMN SHALL BE CENTERED AT THE MIDPOINT BETWEEN THE COLUMNS, UNLESS NOTED OTHERWISE ON PLAN. 13. PROVIDE THICKENED SLAB UNDER ALL INTERIOR CMU WALLS WITHOUT FOOTINGS. SEE S411 FOR THICKENED SLAB DETAIL. LAYOUT THICKENED SLABS FROM DIMENSIONS ON THE ARCHITECT FLOOR PLANS. 14. PROVIDE CONTROL/CONTRACTION JOINTS IN SLABS ON GRADE (REF. THE TYPICAL DETAILS ON SHEET S411). 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. 15. WHERE PIERS OCCUR WITHIN A LARGER ARCH. PILASTER OR COLUMN ENCLOSURE (FOR EG. P24's WITHIN 32" SQUARE 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. 16. 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 S411 T/F -2'-8" T/F -4'-0" 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) T/F -5'-4" STEP FTG ARCHITECTCLIENT PROJECT DRAWING TITLE SEAL SHEET PROJECT INFO REVISIONS ENGINEERTHE SIGNATURECARMELCARMEL, INFOUNDATION PLAN-AREA D20010 4/23/2021 PERMIT SET S101D 1/8" = 1'-0" 1 FOUNDATION PLAN -AREA D NORTH10/12/21