HomeMy WebLinkAbout_Conformed Set Volume 1 53Scale: 1/2" = 1'-0"STAIR 1 - TREAD AND HANDRAIL PLANA6NOTES:1.FIELD VERIFY LAYOUT AND MEASUREMENTS PRIOR TO MANUFACTURING / CUTTING OF STONE.2.SUBMIT WALL STONE SHOP DRAWINGS PRIOR TO FABRICATION.1'-2"CHEEKWALL1'-2"
TYPB6L-1502STAIR 1 - NORTHRAILING1'-2"
1'-2"11'-10"TOP OF STAIR 5'-0" (TYP)GRANITE TREADS SAWNON ALL SURFACES THERMALFINISH ON TREAD AND FACE2'-6" (TYP)GRANITE TREADA1L1502ADJACENT CONCRETE WALKA1-A3L-1501STAIR: 788.68TOP OF STAIRSTAIR: 783.68BOTTOM OF STAIRScale: 1/2" = 1'-0"STAIR 1 - TREAD AND HANDRAIL ELEVATIONA4NOTE:C1-C6L-1502GRANITE SLAB WALLMATCH WIDTH OF BUILDING ENTRYWAYREFER TO SHEET L-1203STAIR 1 -SOUTH RAILINGB5L-1502STAIR 1 - SOUTHRAILINGB5L-1502FINISH GRADERAMPANDWALLSECTIONSTAIR 1 - NORTH RAILINGB6L-1502C1L-15031'-4"1'-6"3'-0"3'-0"3'-0"NOTES:1.FIELD VERIFY LAYOUT AND MEASUREMENTS PRIOR TOMANUFACTURING / CUTTING OF STONE.2.SUBMIT STAIR, TREAD, AND RAILING SHOP DRAWINGS PRIORTO FABRICATION.C1-C6L-1502GRANITE SLAB WALLGRANITE SLAB BENCHGRANITE SLAB BENCHGRANITE SLAB BENCHGRANITE SLAB BENCHGRANITE SLAB BENCHGRANITE SLAB BENCH6" TYP.D6L-1502D6L-1502KEYMAPB1L-1502HANDRAILLIGHT, TYPSTAIR 1 - CONCRETE BASEWITH GRANITE TREADSB4L-1502B1L-1502HANDRAILLIGHT, TYP4"(TYP)2'-6" (TYP)SECTION ENLARGEMENT - RAILMOUNTING DETAIL AT CHEEK WALLCORE AND GROUT POSTINTO CHEEK WALL, 3/8"GROUT JOINT, DOMEGROUT FOR DRAINAGE1'-2"Scale: 1/2" = 1'-0"STAIR 1 - SOUTH RAILING B53'-9"67MM SS CLEVIS WITHINTERNAL THREAD1" x 1/4" FLAT SSBAR, DRILLED TOACCEPT CLEVIS,TOP AND BOTTOM5MM SS CABLE,SPACED 4" O.C.1 1/2" OD ROUND RAIL,TOP AND BOTTOMCENTER POST AT TREAD,GUARD RAIL POST EMBEDDEDINTO CONCRETE CHEEK WALL;SEE SECTION ENLARGEMENT4'-8"4'-1"12'-6"NOTES:1.HANDRAILS SHALL BE 1-1/2 " OD SCHEDULE 80 STAINLESS STEEL PIPE.2.FIELD MEASURE STAIRS ONCE BUILT TO VERIFY DIMENSIONS FOR HANDRAILS.3.SUBMIT SHOP DRAWINGS OF HANDRAILS PRIOR TO FABRICATION.4.CABLE TO BE 5MM SS JAKOB ROPE SYSTEM OR APPROVED EQUIVALENT.STAIR RAIL SECTION1'-2"SECTION ENLARGEMENT -RAIL MOUNTING DETAIL ATGRANTIE TREADCORE AND GROUT POST INTOSTAIR, 3/8" WIDE GROUT JOINT,DOME GROUT FOR DRAINAGE1'-2"Scale: 1/2" = 1'-0"STAIR 1 - NORTH RAILING B64'-1"4'-8"4'-1"12'-10"CENTER POST ON TREAD,SEE SECTION ENLARGEMENTNOTES:1.HANDRAILS SHALL BE 1-1/2 " OD SCHEDULE 80 STAINLESS STEEL PIPE.2.FIELD MEASURE STAIRS ONCE BUILT TO VERIFY DIMENSIONS FOR HANDRAILS.3.SUBMIT SHOP DRAWINGS OF HANDRAILS PRIOR TO FABRICATION.TOP OFCONCRETE WALLB1L-1502HANDRAILLIGHT, TYPHANDRAIL POSTGRANITE TREAD OR CONCRETECONCRETE FOUNDATION3'-0"3'-0"HANDRAILPOSTHANDRAILLINE OF GRANITE STAIRSGRANITE STAIRSB1L-1502HANDRAILLIGHT, TYPHANDRAILHANDRAIL MOUNTINGBRACKET WELDED TOEACH GUARD RAILPOST, TYP3'-0"
3'-0"
6"
6"
4" CLR MAX
1'-2"HANDRAIL RETURN ATEND CONDITION, WITHRAIL CAP, TYPCONCRETE CHEEK WALLGRANITE TREAD1 1/2"HANDRAIL WITHLIGHT, ANDBRACKET MOUNTTO GUARD RAILPOSTGUARD RAIL ASSEMBLY4"1'-0"
1'-0"R12"R12"
R1
2"
4"
4"Scale: 1/2" = 1'-0"STAIR 1 - CONCRETE BASE WITH GRANITE TREADS B4NOTES:1.CONTRACTOR SHALL FIELD VERIFY ALL BUILDING AND SITE ELEVATIONS PRIOR TO LAYINGFORM WORK FOR STAIR AND NOTIFY LANDSCAPE ARCHITECT OF ANY DISCREPANCIES.2.TREADS TO HAVE A 2% WASH.3.TREADS TO BE SET IN MORTAR BED.ADJACENT CONCRETE WALK18" LONG X 3/4" DIA. EPOXYCOATED SMOOTH DOWELSWITH DOWEL SLEEVE, @ 18"O.C. , TOP AND BOTTOM OFSTAIRSEPOXY COATED #4 @ 8" O.C.3" C
L
R
.
M
I
N
8" M
I
N 1'-2"TYP1'-4"2" TYP8"6"6"12"6"
TYP
4'-0" MIN 11'-10"EPOXY COATED #4 @ 12" O.C.EPOXY COATED #5 @ 12" O.C.EPOXY COATED #4 NOSING BARNYSDOT TYPE 2 BASECOMPACTED SUB-GRADE (TYP.)EPOXY COATED #4 @ 12" O.C.EPOXY COATED #5 @ 12" O.C.GRANULAR BASE, N.Y.S.D.O.T.TYPE 2TREADWELD 8" REBAR PEGS ONTO NOSING BAR @ 2' O.C.TYPICAL NOSING BAR ELEVATIONEPOXY COATED #5 @ 12" O.C.A1L1502STAIR: 786.68TOP OF STAIRSTAIR: 783.68BOTTOM OF STAIR4'-0" MIN
8"MORTAR BEDBACKER RODJOINT SEALANTGRANITE TREAD, TYP.2"1/4"
51
2"Scale: 3"=1'-0"GRANITE STAIR TREAD DETAILA12% WASH2% WASH1'-2"R 1/8 "1'-4"7<3(66'2:(/;LONG. MIN. (2) PER TREAD PIECE,CORE AND GROUT / EPOXY.6" COMPACTED LEVELING COURSEScale: 1/2"=1'-0"GRANITE SLAB WALLC1NOTES:1. PITCH HORIZONTAL COURSES TO THE REAR.2. STONE IS DRY LAID, ENDS NOT EXPOSED ARE TO BE SAWN IF NECESSARY TO ACHIEVECONSISTENT JOINTING NO GREATER THAN 1/4".COMPACTED SUBGRADE4" PERFORATED PIPE WITHGEOTEXTILE SOCKGRANITE BLOCK, SAWN ANDTHERMAL ON ALL SIDES EXCEPTBOTTOMFILTER FABRIC1"12"DRAINAGE STONE2'-2"1/4" LIMESTONE SCREENINGSWALL HEIGHT VARIES
(SEE L301 GRADING PLAN)
2" MIN
6"Scale: 1/2" = 1'-0"GRANITE SLAB WALL - ELEVATIONC6784.68BOTTOM OF WALL785.68BOTTOM OF WALL786.68BOTTOM OF WALL787.68BOTTOM OF WALL788.68TOP OF STAIR785.68TOP OF BENCH786.68TOP OF BENCH784.68TOP OF BENCH6'-0"6'-0"6'-0"2" MIN
1'-3"BOTTOM OF STAIR783.72BOTTOM OF WALL783.60TOP OF WALL789.18GRANITE SLAB WALLC1L-1503PLANTING BEYONGNOTES:1. PITCH HORIZONTAL COURSES TO THE REAR.2. STONE IS DRY LAID, ENDS NOT EXPOSED ARE TO BE SAWN IF NECESSARY TO ACHIEVECONSISTENT JOINTING NO GREATER THAN 1/4".+/-4'-5"+/-4'-7"6'-0"+/-1'-8"+/-1'-6"C6L-1502Scale: 1/2" = 1'-0"GRANITE SLAB WALL - PLAND62'-4"2'-4"
2'-4"
2'-4"2'-4"3'-1"3'-1"3'-1"5'-10" (TYP.)6'-0"6'-0"2" (TYP.)2" (TYP.)2'-2" (TYP.)
1'-2" (TYP.)
DRY LAID WALL PLANTINGGRANITE TREAD STAIRA6L-1502KEYMAPNOTES:1.DRY LAID WALL T MEET GRANITE SLAB WALL WITH MAX GAP 33"2.FIELD VERIFY LAYOUT AND MEASUREMENTS PRIOR TO MANUFACTURING / CUTTING OF STONE.3.SUBMIT WALL STONE SHOP DRAWINGS PRIOR TO FABRICATION.C1-C6L-1502GRANITE SLAB WALLD6L-1502Scale: 9"=1'-0"HANDRAIL LIGHTB1SCHEDULE 80 STAINLESSSTEEL TUBE RAIL112"58"11
16"LUXRAIL LED LIGHT STRIP(SEE ELECTRICAL)NOTES:1.REFER TO LAYOUT PLAN FOR LIGHT RAIL LOCATIONS2.FIELD MEASURE STAIRS ONCE BUILT TO VERIFYDIMENSIONS FOR HANDRAILS.3.SUBMIT SHOP DRAWINGS OF HANDRAILS PRIOR TOFABRICATION.IMAGE: HANDRAIL CROSS SECTIONIMAGE: LUXRAIL INSTALLATION1'-0"6"1'-0"1'-0"1'-0"1'-3"2'-4"2'-4"2'-4"2'-4"2'-4"2'-4"2'-2"2'-2"2'-2"2'-2"Scale: 1/2" = 1'-0"GRANITE SLAB WALL - ELEVATIONC4BOTTOM OF STAIRGRANITE SLAB WALLC1L-1502GRANITE TREAD STAIRA6L-1502CONCRETE WALKA1-A3L-1501TOP OF WALL789.18TOP OF STAIR788.68CONCRETE WALKA1-A3L-1501NOTES:1. PITCH HORIZONTAL COURSES TO THE REAR.2. STONE IS DRY LAID, ENDS NOT EXPOSED ARE TO BE SAWN IF NECESSARY TO ACHIEVECONSISTENT JOINTING NO GREATER THAN 1/4".Scale: 1/2"=1'-0"RETAINING WALL AT EAST WALKWAYD1#6 REBAR, 12" O.C. VERTICAL#4 REBAR, 12" O.C. HORIZONTALSTONE MULCH STRIP ATRETAINING WALLVARIES
(SEE GRADING
PLAN)DRAINAGE STONE(3) #6 REBAR#6 SUPPORT BARS, 12" O.C.TURF SOILLAWN4" PERFORATED CORRUGATED POLYETHYLENEPIPE WITH SYNTHETIC FILTER WRAPB3L-15011'-0"1'-0"1'-0"NOTES:1.EXPANSION JOINTS LOCATED WHERE RETAINING WALL MEETS BUILDING WALL AND EVERY 30' ALONG WALL2.EXPOSED CONCRETE WALL FACE TO HAVE PATTERN 14384 (ADOT RUSTICATION) BY FITZGERALDFORMLINERS. PHONE: (800)547-7760. FORMLINER TO BE MANUFACTURED USING VAC-U-FORMM MATERIAL.3.CONTRACTOR TO COORDINATE WALL CONSTRUCTION WITH ELECTRICAL DUCT BANK AT SOUTH END.FORMLINER ON EXPOSEDFACE - REFER TO NOTESFOR PATTERN AND TYPEScale: 1/2" = 1'-0"RETAINING WALL AT EAST WALKWAYD4NOTES:1.CONCRETE WALL FACE TO HAVE PATTERN 14384 (ADOT RUSTICATION) BY FITZGERALDFORMLINERS. PHONE: (800)547-77602.FORMLINER TO BE MANUFACTURED USING VAC-U-FORMM MATERIAL.CONCRETE WALKWAYA1-A3L-1501CONCRETE WALKWAYA1-A3L-1501D1L-1502RETAINING WALLD1L-1502RETAINING WALLMATCH LINE A
MATCH LINE ASTONE MULCH STRIPB3L-1501STONE MULCH STRIP ATRETAINING WALLB3L-1501TOP OF WALL804.16BOTTOM OF WALL801.66LAWN BEYONDTOP OF WALL804.16BOTTOM OF WALLLAWN BEYONDTOP OF WALL802.66BOTTOM OF WALL801.66KEYMAPTOP OF WALL802.66BOTTOM OF WALL801.66SheetTitleApprovedCheckedDrawnJob NumberDateSheet InformationRevisionsMEP FPME Engineers29 West 38th Street, 5th FloorNew York, NY 10018t 212.447.6770f 212.447.6615STRUCTURAL ENGINEER/SUSTAINABILITY CONSULTANTThornton Tomasetti51 Madison Ave.New York, N.Y. 10010t 917.661.7800f 917.661.7801LIGHTING CONSULTANTLumen Architecture214 W 29th Street Suite 1005New York, NY 10001t 212.564.6469f 917.591.2524LANDSCAPE ARCHITECT1001 West Seneca Street Suite 101Ithaca, NY 14850t 607.277.1400f 000.000.0000162345AEBCD162345AEBCD&RS\ULJKW3HUNLQV:LOO227 West 29th Street, 7th Flr.New York, NY 10001t: 212 505-5955f: 212 505-1648CIVIL ENGINEERTG Miller PC203 North Aurora StreetIthaca, NY 14850t 607.272.6477f 607.273.6322AV / ACOUSTICSThe Sextant Group244 Madison Avenue Suite 311New York NY 10016t 877.684.2311f 412.323.8538CODE CONSULTANTCode Consultants ProfessionalEngineers, PC215 West 40th Street 15th FloorNew York, NY 10018t 212.216.9596f 212.216.96195/30/2014 5:03:24 PMc:\temp\Cornell-Upson Hall_sobeskic.rvt
031549.000Upson HallRenovation124 Hoy Rd, Ithaca, NY 14850CornellUniversity215 Park Avenue South4th FloorNew York, NY 10003t 212.251.7000f 212.251.7111www.perkinswill.comNOISSUEDATE08/29/20141100% DD DOCUMENTS14/08/28214/11/0750% CONSTRUCTIONDOCUMENTS315/02/27BID SET415/03/31ADDENDUM NO 3PHASE 1 & 2SITE STAIR ANDWALL DETAILSKAMKAMJLF