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HomeMy WebLinkAboutS101CAREA CAREA BAREA CAREA BAREA C AREA D AREA C AREA D P2 P1 P4 P3 P6 P5 P7 P8 P11 P13 P15 P14 P12 P9 P10 PA PCPB PD PJ PM PN PR PT PW PX PZPYPV PU PQ PS PL PK PF PE PPPH PG WF30 -0' -8" WF30 -0' -8" WF30 -0' -8" WF30 -0' -8" TS36 +4' - 0"WF30 -0' - 8"WF30 -0' - 8" TS36 +4' - 0" WF30 -1' - 4"RWF48 -1' - 4"WF30 -1' - 4" RWF48 -1' - 4" WF30 -1' - 4" RWF48 -1' - 4"RWF48 -2' - 8" RWF48 -2' -8"RWF48 -2' -8" WF30 -2' -8"WF30 -2' -8" WF30 -0' -8" WF30 -0' -8" RWF48 -0' -8"WF30 -1' - 4" WF72 - T -1' - 4" F7.0 -1' -4" PC24 F7.0 -1' -4" PC24 F7.0 -1' -4" PC24 F7.0 -1' -4" PC24 F5.0 -D -2' -8" PC24 F7.0 -2' -8"F7.0 -2' -8" PC24 F7.0 -0' -8" PC24 F7.0 -0' -8" PC24PC24 F6.0 0' -0" PC24WF30 -0' - 8" WF30 -0' -8" WF30 -0' -8" F5.0 0' -0" PC24 F6.0 0' -0" F9.0 0' -0" PC24 PC24 F5.0 0' -0" PC24 F8.0 0' -0" PC24 F10.0 -1' -4" PC30x24 F7.0 -0' -8" F10.0 -1' -4" PC30x24 F5.0 -0' -8" F7.0 -0' -8" F9.0 0' -8" F12.0 + 0' -8" PC24 F12.0 -1' -4" PC24 PCC24 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. C.J. T/SLAB = +2'-0" NOM. T/FDN.WALL = +10'-4" VERIFY W/ PRECAST SUPPLIER 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"16' - 2 1/2"9' - 1 1/2" 21' - 10 1/2" 3' - 5 1/2" 8 1/2"5' - 11 1/2"18' - 9 3/8" 7' - 3 1/8" 13' - 6" 4' - 8" 23' - 2 1/2" 1' - 5 1/2" 34' - 0" 5' - 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" F4.0 -0' -8" F4.0 -0' -8" F4.0 -0' -8" F4.0 -0' -8" F4.0 0' -0"RWF48 -1' - 4" S-A FFE = +4'-0" S-A FFE = +4'-0" S-A FFE = +1'-6" S-A FFE = +1'-6" S-A FFE = +2'-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 = +2'-0" S-A FFE = +2'-0" S-E S-E S-E S-E S-E S-E S-E S-E S-E S-E S-E S-E S-E S-B S-B S-B S-B RWF48 -1' - 4" RWF48 -1' -4" S-B WF72 - T -1' - 4"WF30 -0' - 8"WF30 -0' - 8" WF30 -0' -8" WF30 -0' -8" S-A FFE = +4'-0" S-A FFE = +2'-0" RAMPRAMP STR: 847.34' STR: 847.53' STR: 848.5'STR: 849.04' 8 S517 RWF96 0' -0" PCC24 F6.0 -0' -8" P24 P24 P24 WF96 - T -1' - 4"WF96 - T -1' - 4" FD @ +1'-0" STEP FTG 4'-4" 12" CONC. WALLS T/WALL 0'-8" 20" 't' CONC. ELEV. PIT w/ T/PIT FDN -5'-0" VERIFY w/ ELEV. SUPPLIER 8" W x 3'-2" H CONC. CURB AT GLAZING. T/CURB +2'-8" HOLD T/CURB DOWN TO +1'-4" AT DOORS A FFE = +2'-0" WF36 + 0' -8" WF48 -T + 0' -8" WF72 - T + 0' - 8" WF48 -T + 0' -8" T/SLAB +2'-0" P32+4' -0"P32P32+4' -0"+4' -0" F7.0 -1' -4" P32 +4' -0" PC24 COL. EXTENDS TO FTG. F6.0 -0' -8" F5.0 -0' -8" PC24 WF30 -0' -8" WF30 + 0' -8"WF30 + 0' - 8" WF30-D 0' -0" RWF42 0' -0" RWF42 0' -0" WF30-D 0' -0" WF30-D 0' - 0"WF42 - D 0' - 0" RWF42 0' - 0" RWF42 0' - 0" 3 S517 3 S515 2 S515 1 S515 4 S515 6 S515 5 S515 6 S515 4 S515 6 S514 5 S514 8 S514 1 S514 1 S514 3 S514 2 S514 4A S514 4B S514 4B S514 7 S514 4 S517 RWF48 -2' -8" RWF48 -2' -8" +4' -0"+4' -0" +4' -0"P32 PC24 F7.0 -2' -8" P32 PC24 F7.0 -2' -8" P32 PC24 WF30 -2' -8" WF30 -2' -8" 5 S515 1 S516 1 S516 COL. EXTENDS TO FTG. F5.0 -D -1' -4" PC24 (2) (2) F5.0 -D -0' -8" F5.0 -D -0' -8" P32 PC24 P32 PC24 +4' -0" +4' -0" 1 S517 1 S517 6 S516 1 S516WF72 - T + 0' - 8"WF72 - T + 0' - 8" COL. EXTENDS TO FTG. 2 S517 C.I.P. STAIR ON GRADE 5 S516 3 S516 2 S516 4 S516 3 S516 5 S516 T/SLAB +2'-0" T/SLAB +2'-0" P32 P32 P32+4' -0" +4' -0" +4' -0"WF72 - T +0' - 8" F.D. WF30 0' -0"WF30 0' - 0" T/SLAB = +2'-0" WF30 -0' -8" F4.0 -D -1' -4" T/SLAB = +2'-0"RAMP UP 3'-0"5 S517 6 S517 5 S519 6 S517 7 S517 RAMP UP 1'-0" T/SLAB +1'-0" REF. CIVIL DWGS. FOR EXTER. PAVEMENT WALKS REF. CIVIL DWGS. FOR EXTER. PAVEMENT WALKS 3 S519 STEP FTG 4'-4" T/SLAB ROUGHLY +3'-6" HERE STEP FTG 1'-4" STEP FTG 0'-8" THICKENED SLAB STEP FTG 2'-0"T/SLAB = +2'-0" NOM.WF30-D 0' - 0" STEP FTG 1'-4" WF30 -0' -8" STEP FTG 1'-4" ELEV. SUMP PIT PER TYP. DETAIL STEP FTG 2'-0" RWF48 -0' -8" STEP FTG 2'-0" STEP FTG 0'-8" WF30 -1' -4" THICKENED SLAB CONC. STAIR ON GRADE, REF. CIVIL CONC. STAIR ON GRADE, REF. CIVIL STEP FTG 1'-4" 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 C20010 4/23/2021 PERMIT SET S101C 1/8" = 1'-0" 1 FOUNDATION PLAN - AREA C NORTH 10/12/21