66 west 9th street - ny, ny 10011...charles c1-6 c2-6 st. greenwich ave. sq. r6 st. pl. bleecker st....
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66 WEST 9th STREET - NY, NY 10011 Proposed ADA lift and Stair AlterationLandmark Preservation Commision Review*For Retail Space A as indicated
US LH - l
TA
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LI
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Copyrighted by the City of New Yorkc
C6-3
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N. 8 TH
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ZONING MAPTHE NEW YORK CITY PLANNING COMMISSION
Major Zoning Classifications:
R, C M
Effective Date(s) of Rezoning:
100
100
CL
100 375325
C2-6
R8
C6-2
SEVE
NTHAV
E.
W.11TH
ST.
ST.V
INCE
NT'S
7TH
AVE.
-
W.
12 TH
CHARLES
C1-6
ST.C2-
6
GREENWICH
AVE.
SQ. R6
ST.
PL.
BLEECKER
ST.
C1-7
PARK
PARK
LAGU
ARDIA
DELANCEY
C6-1
CLIN
TON
BROOME
SUFF
OLK
ST.
150
PITT
GRAND
ST.
R8ST.
C2-
7PK
.
NOTE: Zoning information as shown on this map is subject tochange. For the most up-to-date zoning information for this map,visit the Zoning section of the Department of City Planning website:www.nyc.gov/planning or contact the Zoning Information Desk at(212) 720-3291.NOTE: Where no dimensions for zoning district boundaries appear on the zoning maps, such dimensions are determined
in Article VII, Chapter 6 (Location of District Boundaries) of the Zoning Resolution.
600 0 600 1200 1800 FEET C1-1 C1-2 C1-3 C1-4 C1-5 C2-1 C2-2 C2-3 C2-4 C2-5
Special Requirements:
R
C
M
8b
12a
12b
8d
12d
9b
13a
13b
250
100
325475
℄℄PROL. OFIRVING PL.℄
℄
Click blue outline on map to view diagram of proposed zoning change
R9-1
WAVERLYPL.
AVEN
UE
WASHINGTONPL.
2
Historical Zoning Map
Zoning Map Detail Landmarks Map
Zoning Map
MAPS
3
1965/66 View of West 9th Street Detail View of 66 West 9th Street
* Photo credit: John Barrington Bayley, LPC Deputy Director - photo dates from around 1965-1966. It’s the LPC Greenwich Village Historic District Designation Photo for the district that was designated in 1969.
HISTORICAL PHOTOS
EXIST.OFFICE
EXIST.RESTROOM
SCOPE OF WORK
77'-6"
43'-8
"
WEST 9TH STREET
AVEN
UE O
F TH
E AM
ERIC
AS
BLOCK 572LOT 8
PROPERTY LINE
EXISTING EXITS
6'-6"
PROJECT No:
CHECKED BY:
DRAWING BY:DESIGNED BY:
66 WEST 9TH STREETNEW YORK, NY
ISSUE DATES
of 5
00 09-22-2020 INITIAL FILING - ALT 2
200601
SW MANAGEMENTCLIENT:
ADA ACCESS RENOVATION
N
TITLE SHEET &GENERAL NOTES
1
PWRUAS
T-001
PROPOSED ALTERATION TO EXISTING NON-CONFORMING STAIR, TO INCLUDE INSTALLATION OF BARRIER-FREEOPERATORS, AUTOMATIC DOOR CLOSER, AND MOTORIZED INCLINE PLATFORM LIFT TO PROVIDE ADA ACCESS. NOCHANGE TO ZONING, USE, EGRESS, OR OCCUPANCIES.
BMBOT
B/CF
CIPCJP
CLCLRCMU
CONCCY
DET
BEAMBOTTOMBOTTOM OFCUBIC FEETCAST IN PLACE CONCRETECOMPLETE JOINTPENETRATION WELDCENTER LINECLEARCONCRETE MASONRY UNITCONCRETECUBIC YARDDETAIL
DWGEL
EWEXFTK
KSFLDLF
LLHLLV
MAXMINNIS
NTS
DRAWINGELEVATIONEACH WAYEXISTINGFEET, FOOTKIPSKIPS PER SQUARE FOOTDEVELOPMENT LENGTHLINEAR FEETLONG LEG HORIZONTALLONG LEG VERTICALMAXIMUMMINIMUMNOT IN SCOPENOT TO SCALE
PLOC
PSFPSI
REINFSF
SOGT/
T&BTEMP
TYPUNO
VIFWWF
PLATEON CENTERPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHREINFORCEMENTSQUARE FEETSLAB ON GRADETOP OFTOP AND BOTTOMTEMPORARYTYPICALUNLESS NOTED OTHERWISEVERIFY IN FIELDWELDED WIRE FABRIC
SCOPE OF WORK
ABBREVIATIONS
66 West 9th Street - ADA Access Renovation at Convenience Stair
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHERDISCIPLINES AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OFOTHER TRADES AS TO OPENINGS, SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS AND OTHERITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. CONTRACTOR SHALL VERIFY DIMENSIONSAND LOCATIONS OF THESE ITEMS BEFORE WORK IS COMMENCED OR CONCRETE IS PLACED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS ANDREGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION ASTO SAFETY PRECAUTIONS AND PROGRAMS.
3. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTORSHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THESTRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEENCOMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTIONBRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THECONTRACTOR.
4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OFPROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLERESPONSIBILITY OF THE CONTRACTOR.
5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARENOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TOAPPROVAL BY THE ENGINEER.
6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTEDSHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGEAND ERECTION IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONS AND REQUIREMENTS.
7. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOTEXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. DO NOT APPLY ANYCONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER ANDUNTIL ALL TEMPORARY BRACING IS IN PLACE.
8. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS, UNLESSOTHERWISE NOTED.
9. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAYADVERSELY AFFECT THE WORK OR COST THEREOF.
10. THE CONTRACTOR SHALL ADEQUATELY BRACE, SHORE, AND SUPPORT THE STRUCTURE DURING THEENTIRE CONSTRUCTION PERIOD.
11. FIELD MEASUREMENTS SHALL BE TAKEN AT THE SITE BY THE CONTRACTOR TO VERIFY ANDSUPPLEMENT ALL DIMENSIONS AND ADDITIONS AFFECTED BY EXISTING WORK OR NEW WORK THATHAS ALREADY BEEN INSTALLED. ANY DISCREPANCIES FROM THE INFORMATION SHOWN ON PLANSSHALL BE REPORTED TO AND COORDINATED WITH THE ARCHITECT.
1. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF ALL APPLICABLE CODES,INCLUDING THE BUILDING CODE OF THE CITY OF NEW YORK.
2. CONTRACTOR MUST INSPECT PREMISES CAREFULLY BEFORE STARTING WORK. CONTRACTOR SHALLASSUME RESPONSIBILITY FOR ALL EXISTING CONDITIONS AS THEY AFFECT HIS WORK.
3. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWNMEASUREMENTS IN THE FIELD, SHOP DRAWINGS, AND FINAL FITTING OF ALL WORK.
4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE TENANT AND THE BUILDING MANAGEMENT.5. CONTRACTOR SHALL REMOVE ALL RUBBISH LEAVING PREMISES BROOM CLEAN AFTER EACH DAY'S WORK.6. ALL WORK IS SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER.7. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS INCLUDING BUILDING PERMIT FROM DEPARTMENT
OF BUILDINGS.8. CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSURANCE, WITH COVERAGES APPROVED BY OWNER
BEFORE COMMENCING WORK.9. ALL PLUMBING WORK TO BE PERFORMED BY A LICENSED PLUMBER.10. ALL ELECTRICAL WORK TO BE FILED FOR UNDER SEPARATE APPLICATION.11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REMOVAL AND RELOCATION NECESSARY TO COMPLETE
THE WORK. 12. 8'-0" HIGH PLYWOOD EQUIPMENT FENCE TO SURROUND THE AREA OF WORK ON ALL EXPOSED SIDES, AND
TO BE LOCATED WITHIN 3'-0" OF THE PROPERTY LINE. FENCE SHALL MEET THE REQUIREMENTSELABORATED IN THE EQUIPMENT FENCE NOTES, SHEET T-001.
1. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDINGRULES AND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICTARISE BETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERE THEYARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
2. GENERAL CONTRACTOR TO COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THESATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OF DEMOLITION.
3. GENERAL CONTRACTOR TO PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
4. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING DEMOLITION ANDCONSTRUCTION INCLUDING ALL STROBES.
5. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESS OTHERWISENOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
6. SEE ENGINEERING DRAWINGS FOR THE REMOVAL OF EXISTING A/C UNITS, IN ADDITION CONSULT WITHBOTH THE BUILDING MANAGEMENT/LANDLORD AND THE DESIGNER PRIOR TO ITS REMOVAL.
7. SEE ENGINEERING DRAWINGS AND NOTES FOR ADDITIONAL DEMOLITION REQUIREMENTS WHEN REFERRINGTO HVAC, SPRINKLER, PLUMBING, ELECTRICAL, FIRE ALARM AND COMMUNICATION.
8. ANY AND ALL ELECTRICAL/DATA AND TELEPHONE DEVICES, WIRING, CABLES , CONDUITS, ETC. TO BEREMOVE SHALL BE REVIEWED BY BUILDING MANAGEMENT, CLIENT CONSULTING ENGINEER AND ANY OTHERCONSULTANT DEEMED NECESSARY PRIOR TO ANY WORK.
9. ANY REMOVAL OF SUCH ELECTRICAL EQUIPMENT SHALL BE DONE IN SUCH A WAY AS TO ALLOW THEOPERATIONS OF ADJACENT FLOORS TO CONTINUE WITHOUT INTERRUPTION OF ANY SERVICE DURINGDEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NEEDED IN ORDER TOCOMPLY WITH THIS REQUIREMENT.
10. DEMOLITION CONTRACTOR TO CONSULT WITH BUILDING MANAGEMENT WHEN REMAINING CONDUITS ANDCABLES THAT MAYBE ACTIVE. IF SERVICE IS DISRUPTED CONTRACTOR TO INCLUDE ALL REPAIRS ASREQUIRED TO ANY CABLES AND CONDUITS.
11. PRIOR TO DEMOLITION, G.C. TO REVIEW WITH VOICE/DATA CONSULTANT FOR THE REMOVAL OF ANY ANDALL VOICE/DATA CONDUIT, CABLES AND EQUIPMENT.
12. GENERAL CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL DEBRIS AND DISCARDEDMATERIALS AND/OR EQUIPMENT AS INDICATED WITHIN THE SPACE.
13. GENERAL CONTRACTOR TO COORDINATE WITH THE BUILDING MANAGEMENT AND CLIENT AS TO THEPROTECTION AND/OR STORAGE OF ANY ITEMS TO BE SAVED FROM DEMOLITION.
14. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
15. GENERAL CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
16. GENERAL CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY DEMOLITION AND CONSTRUCTION IN "AREA OF WORK".
17. ALL EXISTING WALLS, COLUMNS, & PERIMETER PIERS TO REMAIN IN "AREA OF WORK" ARE TO BE PATCHEDAND REPAIRED TO RECEIVE NEW FINISHES.
18. GENERAL CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TOREMAIN.
19. GENERAL CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS ANDSERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION.
20. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER DEMOLITIONAND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.
21. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS STATED INTHE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.
22. DEMOLITION CONTRACTOR TO REMOVE ANY AND ALL DOORS, FRAMES AND HARDWARE IN THE EFFECTEDAREAS AND CONSULT WITH BUILDING MANAGER FOR ANY DOORS/FRAMES OR HARDWARE THAT THELANDLORD MIGHT WANT TO REUSE.
23. REMOVE AND CAP ALL ELECTRICAL AND DATA NOT BEING REUSED IN AREAS OF WORK. COORDINATE WITHELECTRICAL DRAWINGS.
24. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL BECONTRACTED SEPARATELY, IF REQUIRED.
25. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING DEMOLITION OR ANY STAGE OF THE WORK,SHALL BE REPAIRED BY THE GENERAL CONTRACTOR AT THEIR OWN EXPENSE TO "LIKE NEW" CONDITION. ITSHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANY PREEXISTING DAMAGE ANDNOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING OR BIDDING.
GENERAL NOTES
GENERAL STRUCTURAL NOTES
DEMOLITION NOTES
EQUIPMENT FENCES TO BE 8'-0" ABOVE THE LEVEL OF THE GROUND, CONSTRUCTED OF PLYWOOD, ANDMEET THE FOLLOWING ADDITIONAL REQUIREMENTS PER LL 47 OF 2013:
1. PAINTED HUNTER GREEN.2. INCLUDE VIEWING PANELS, AT A RATE OF ONE FOR EVERY 25 LINEAR FEET OF FRONTAGE, WITH A
MINIMUM OF ONE PER FRONTAGE. VIEWING PANELS MUST BE 12 X 12 INCHES IN SIZE AND MUST BEBLOCKED WITH PLEXIGLASS OR AN EQUIVALENT NON-FRANGIBLE MATERIAL. THE TOP OF THE VIEWINGPANEL MUST BE LOCATED NO MORE THAN 6 FEET ABOVE THE LEVEL OF THE GROUND, AND THEBOTTOM OF THE VIEWING PANEL MUST BE LOCATED NO LESS THAN 3 FEET ABOVE THE GROUND.
3. A PROJECT INFORMATION PANEL MUST BE POSTED ON THE FENCE ON EACH PERIMETER FRONTING APUBLIC THOROUGHFARE. WHERE THE PERIMETER IS MORE THAN 150 FEET IN LENGTH, A PROJECTINFORMATION PANEL MUST BE POSTED AT EACH CORNER. THE PANELS MUST BE POSTED ON THEFENCE AT A HEIGHT OF 4 FEET ABOVE THE GROUND, MEASURED FROM THE GROUND TO THE BOTTOMEDGE OF THE PANEL.
4. EXCEPTION: ONE-, TWO-, OR THREE-FAMILY DWELLINGS.
EQUIPMENT FENCE NOTES
ZONING INFORMATIONADDRESS: 66 WEST 9TH STREET
NEW YORK, NY 10011
BLOCK: 572LOT: 8COMMUNITY BOARD: 102ZONING DISTRICT: C4-5SPECIAL DISTRICT: LC - LIMITED COMMERCIALZONING MAP: 12CLANDMARKS STATUS: L - LANDMARK
BUILDING INFORMATIONBIN: 1009410APPLICABLE CODES: NYC 1968, 2014CONSTRUCTION TYPE: IIBOCCUPANCY: J-2 / R-2 - RESIDENTIAL
C / M - MERCANTILE
SITE PLAN (NTS)
1. EGRESS - CONSTRUCTION OPERATION WILL NOT BLOCK HALLWAYS, STAIRS OR MEANS OFEGRESS FOR TENANTS OF THE BUILDING. AT ALL TIMES IN THE COURSE OFCONSTRUCTION CONTRACTOR SHALL MAKE FOR ADEQUATE EGRESS AS REQUIRED BYTHIS CODE AND THE TENANT PROTECTION PLAN SHALL IDENTIFY THE EGRESS THAT WILLBE PROVIDED. REQUIRED EGRESS SHALL NOT BE OBSTRUCTED AT ANY TIME EXCEPTWHERE APPROVED BY THE COMMISSIONER.
2. FIRE SAFETY - ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECTTO OCCUPIED DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BYTHE CONSTRUCTION SHALL BE STRICTLY OBSERVED BY THE OWNER AND CONTRACTOR.
3. HEALTH REQUIREMENTS - SPECIFICATION OF METHODS TO BE USED FOR CONTROL OFDUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OFSANITARY FACILITIES AND LIMITATION OF NOISE ACCEPTABLE LEVELS SHALL BE INCLUDEDBY THE CONTRACTOR
4. COMPLIANCE WITH HOUSING STANDARDS - THE REQUIREMENTS OF THE NEW YORK CITYHOUSING MAINTENANCE CODE, AND WHERE APPLICABLE, THE NEW YORK STATE MULTIPLEDWELLING LAW SHALL BE STRICTLY OBSERVED.
5. STRUCTURAL SAFETY - CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURINGCONSTRUCTION ACTIVITY TO SAFEGUARD THE PROPERTY OF THE BUILDING AND OTHERTENANTS AND THE OWNER. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGERTHE OCCUPANTS.
6. NOISE RESTRICTIONS - WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICHCONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED PURSUANT TO THE NEW YORKCITY NOISE CONTROL CODE, SUCH LIMITATIONS ON PERMITS SHALL BE POSTED BY THECONTRACTOR AT THE JOB SITE.
7. MAINTAINING ESSENTIAL SERVICES - CONSTRUCTION OPERATION WILL NOT AFFECT THEMAINTENANCE OF HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR OTHER UTILITYSERVICES IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK CITY HOUSINGMAINTENANCE CODE. NO DISRUPTION OF ANY SUCH SERVICE IS ANTICIPATED DURING THECONSTRUCTION OPERATION.
8. OTHER REQUIREMENTS - SEE ITEMS 9 TO 11 BELOW.9. PUBLIC AVAILABILITY OF TENANT PROTECTION PLAN - TENANTS WILL HAVE ACCESS TO THE
TPP UPON SUBMITTING REQUEST DIRECTLY TO THE OWNER.10. COPY OF TENANT PROTECTION PLAN UPON REQUEST - OWNER IS REQUIRED TO PROVIDE
A COPY OF THE TPP TO A TENANT UPON REQUEST.11. NOTICE TO OCCUPANTS - OWNER IS REQUIRED TO DISTRIBUTE A NOTICE ABOUT THE TPP
TO EACH OCCUPIED DWELLING UNIT OR POST A NOTICE REGARDING THE TPP IN THEBUILDING LOBBY, AS WELL AS ON EACH FLOOR WITHIN 10 FEET OF THE ELEVATOR. THENOTICE MUST INCLUDE:
(I) A STATEMENT THAT OCCUPANTS OF THE BUILDING MAY OBTAIN A PAPER COPY OF THETPP FROM THE OWNER AND MAY ACCESS THE TPP ON THE DEPARTMENT’S WEBSITE,
(II) THE NAME AND CONTACT INFORMATION OF THE SITE SAFETY MANAGER, SITE SAFETYCOORDINATOR, OR CONSTRUCTION SUPERINTENDENT, AS APPLICABLE, OR, IF THERE ISNO SITE SAFETY MANAGER, SITE SAFETY COORDINATOR OR SUPERINTENDENT OFCONSTRUCTION, THE NAME AND CONTACT INFORMATION OF THE OWNER OF THEBUILDING OR THE OWNER’S DESIGNEE, ANDTHAT COMPLAINTS CAN BE MADE TO 311 REGARDING THE WORK.
TENANT SAFETY AND PROTECTION NOTES
FEMA / FLOOD ZONE INFORMATIONTHIS SITE IS NOT LOCATED IN A FEMA FLOOD ZONE.
IN ACCORDANCE WITH THE CITY OF NEW YORK BUILDING CODE, THE OWNER WILL BE REQUIRED TO RETAIN ASPECIAL INSPECTOR AND A TESTING AGENCY TO MONITOR CONSTRUCTION OF ALL PHASES OF CONSTRUCTIONOF STRUCTURAL ELEMENTS.
AT A MINIMUM, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FOLLOWING SPECIALINSPECTIONS:
1. CONCRETE - CAST-IN-PLACE BC 1704.42. STRUCTURAL STABILITY - EXISTING BUILDINGS BC 1704.20.13. FINAL INSPECTION BC 110.5
TR2 & TR3 WAIVER:THE TOTAL STRUCTURAL CONCRETE SPECIFIED FOR THE PROJECT IS LESS THAN 50 CUBIC YARDS, THESTRUCTURAL DESIGN OF THE CONCRETE IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH, NO GRATERTHAN 2,500 POUNDS PER SQUARE INCH (PSI) REGARDLESS OF THE COMPRESSIVE STRENGTH SPECIFIED IN THECONSTRUCTION DOCUMENTS OR USED IN THE CONSTRUCTION AND THE CONCRETE TO BE PLACED ISSPECIFIED TO HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4,000 PSI. THE WORK MEETS THE EXEMPTIONCRITERIA OF BUILDING BULLETIN 2009-026, ITEM IV AND I HEREBY ELECT TO WAIVE THE REQUIREMENT OFCONCRETE TESTING AND OF THE TR2 FORM AND /OR TR3 FORMS.
ALL WELDED AND BOLTED CONNECTIONS HAVE BEEN DESIGNED TO WITHSTAND DOUBLE THE IMPOSEDLOADING. CONNECTION INSPECTION IS THEREFORE NOT REQUIRED.
SPECIAL INSPECTIONS & PROGRESS INSPECTIONS
DRAWING LIST
PROVISION
BUILDING MECHANICAL
MECHANICAL SYSTEMS
SCOPE OF WORK
THE SCOPE OF WORK IS LIMITED TO EXTERIOR BUILDING ACCESS COMPONENTS. PER C503.1 THIS IS ANALTERATION OF AN EXISTING BUILDING WITH NO CHANGE TO BUILDING ENVELOPE OR INTERIOR PARTITIONS,LUMINARIES, OR SPACE CONDITIONING WITHIN THE SPACE, IT THEREFORE DOESN'T MEET THE THRESHOLDREQUIRED FOR A FULL NYCECC ENERGY ANALYSIS.
CODE CITATION
NO CHANGE TO EXISTING SYSTEMS
NO CHANGE TO EXISTING SYSTEM
502.1.2, 502.2 (1)
503
ENERGY ANALYSIS(TABULAR ANALYSIS: PRESCRIPTIVE)
ROOF ASSEMBLY
WALLS
FLOORS
BUILDING ENVELOPE
PROPOSED DESIGN VALUE
CONTROLS 505.2
BUILDING LIGHTING
DOORS
NO CHANGE TO EXISTING SYSTEM
FENESTRATION
INTERIOR POWER
502.3, 502.4
EXTERIOR POWER
505.5
505.6
BUILDING SERVICE WATER HEATING
SERVICE WATER HEATING NO CHANGE TO EXISTING SYSTEM 504.2
STATEMENT OF COMPLIANCE
TO THE JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE NEW YORK CITYENERGY CODE. PROPOSED WORK MEETS THE GUIDELINE AND PRESCRIPTION IN THE 2020 NYCECC.
· 3201.7: ALTERATIONS TO EXISTING ENCROACHEMNTS: ALTERATIONS TO EXISTING ENCROACHMENTS BEYOND THEPROPERTY LINE MAY BE PERMITTED IN WHOLE OR IN PART, PROVIDED THAT SUCH ALTERATIONS CONFORM WITHTHE REQUIREMENTS OF THIS CHAPTER.
· 3202.2.2.1 RAMPS: WHEN A BUILDING ERECTED PRIOR TO DECEMBER 6, 1969, IS ALTERED TO PROVIDE ACCESS TOINDIVIDUALS WHO USE WHEELCHAIRS, RAMPS CONSTRUCTED TO PROVIDE SUCH ACCESS MAY, WITH THEAPPROVAL OF THE COMMISSIONER, PROJECT BEYOND THE STREET LINE FOR A DISTANCE OF NOT MORE THAN 44INCHES (1118 MM). RAMPS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 11.
BUILDING CODE NOTES
1. SEE ALL DRAWINGS AND DRAWINGS OF OTHER DISCIPLINES FOR ADDITIONAL NOTES ANDSPECIFICATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDING RULESAND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICT ARISEBETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERETHEY ARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
3. CONTRACTOR SHALL COORDINATE ALL PHASES OF REMOVAL FOR THE PROJECT AND NOTIFY THEARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULDINTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OFDEMOLITION.
4. CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
5. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING REMOVAL ANDCONSTRUCTION INCLUDING ALL STROBES.
6. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESSOTHERWISE NOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
7. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL DEBRIS AND DISCARDED MATERIALS AND/OREQUIPMENT AS INDICATED WITHIN THE SPACE.
8. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
9. CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY THE REMOVAL WORK AND CONSTRUCTION IN "AREA OF WORK".
11. CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TO REMAIN.12. CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS AND
SERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO REMOVAL WORK.13. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER
DEMOLITION AND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.14. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS
STATED IN THE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.15. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL
BE CONTRACTED SEPARATELY, IF REQUIRED.16. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING THE REMOVAL WORK OR AT ANY
STAGE OF THE CONSTRUCTION, SHALL BE REPAIRED BY THE CONTRACTOR AT THEIR OWN EXPENSETO "LIKE NEW" CONDITION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANYPREEXISTING DAMAGE AND NOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING ORBIDDING.
REMOVAL NOTES
EXIST.OFFICE
EXIST.RESTROOM
SCOPE OF WORK
77'-6"
43'-8
"
WEST 9TH STREET
AVEN
UE O
F TH
E AM
ERIC
AS
BLOCK 572LOT 8
PROPERTY LINE
EXISTING EXITS
6'-6"
PROJECT No:
CHECKED BY:
DRAWING BY:DESIGNED BY:
66 WEST 9TH STREETNEW YORK, NY
ISSUE DATES
of 5
00 09-22-2020 INITIAL FILING - ALT 2
200601
SW MANAGEMENTCLIENT:
ADA ACCESS RENOVATION
N
TITLE SHEET &GENERAL NOTES
1
PWRUAS
T-001
PROPOSED ALTERATION TO EXISTING NON-CONFORMING STAIR, TO INCLUDE INSTALLATION OF BARRIER-FREEOPERATORS, AUTOMATIC DOOR CLOSER, AND MOTORIZED INCLINE PLATFORM LIFT TO PROVIDE ADA ACCESS. NOCHANGE TO ZONING, USE, EGRESS, OR OCCUPANCIES.
BMBOT
B/CF
CIPCJP
CLCLRCMU
CONCCY
DET
BEAMBOTTOMBOTTOM OFCUBIC FEETCAST IN PLACE CONCRETECOMPLETE JOINTPENETRATION WELDCENTER LINECLEARCONCRETE MASONRY UNITCONCRETECUBIC YARDDETAIL
DWGEL
EWEXFTK
KSFLDLF
LLHLLV
MAXMINNIS
NTS
DRAWINGELEVATIONEACH WAYEXISTINGFEET, FOOTKIPSKIPS PER SQUARE FOOTDEVELOPMENT LENGTHLINEAR FEETLONG LEG HORIZONTALLONG LEG VERTICALMAXIMUMMINIMUMNOT IN SCOPENOT TO SCALE
PLOC
PSFPSI
REINFSF
SOGT/
T&BTEMP
TYPUNO
VIFWWF
PLATEON CENTERPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHREINFORCEMENTSQUARE FEETSLAB ON GRADETOP OFTOP AND BOTTOMTEMPORARYTYPICALUNLESS NOTED OTHERWISEVERIFY IN FIELDWELDED WIRE FABRIC
SCOPE OF WORK
ABBREVIATIONS
66 West 9th Street - ADA Access Renovation at Convenience Stair
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHERDISCIPLINES AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OFOTHER TRADES AS TO OPENINGS, SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS AND OTHERITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. CONTRACTOR SHALL VERIFY DIMENSIONSAND LOCATIONS OF THESE ITEMS BEFORE WORK IS COMMENCED OR CONCRETE IS PLACED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS ANDREGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION ASTO SAFETY PRECAUTIONS AND PROGRAMS.
3. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTORSHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THESTRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEENCOMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTIONBRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THECONTRACTOR.
4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OFPROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLERESPONSIBILITY OF THE CONTRACTOR.
5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARENOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TOAPPROVAL BY THE ENGINEER.
6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTEDSHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGEAND ERECTION IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONS AND REQUIREMENTS.
7. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOTEXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. DO NOT APPLY ANYCONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER ANDUNTIL ALL TEMPORARY BRACING IS IN PLACE.
8. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS, UNLESSOTHERWISE NOTED.
9. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAYADVERSELY AFFECT THE WORK OR COST THEREOF.
10. THE CONTRACTOR SHALL ADEQUATELY BRACE, SHORE, AND SUPPORT THE STRUCTURE DURING THEENTIRE CONSTRUCTION PERIOD.
11. FIELD MEASUREMENTS SHALL BE TAKEN AT THE SITE BY THE CONTRACTOR TO VERIFY ANDSUPPLEMENT ALL DIMENSIONS AND ADDITIONS AFFECTED BY EXISTING WORK OR NEW WORK THATHAS ALREADY BEEN INSTALLED. ANY DISCREPANCIES FROM THE INFORMATION SHOWN ON PLANSSHALL BE REPORTED TO AND COORDINATED WITH THE ARCHITECT.
1. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF ALL APPLICABLE CODES,INCLUDING THE BUILDING CODE OF THE CITY OF NEW YORK.
2. CONTRACTOR MUST INSPECT PREMISES CAREFULLY BEFORE STARTING WORK. CONTRACTOR SHALLASSUME RESPONSIBILITY FOR ALL EXISTING CONDITIONS AS THEY AFFECT HIS WORK.
3. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWNMEASUREMENTS IN THE FIELD, SHOP DRAWINGS, AND FINAL FITTING OF ALL WORK.
4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE TENANT AND THE BUILDING MANAGEMENT.5. CONTRACTOR SHALL REMOVE ALL RUBBISH LEAVING PREMISES BROOM CLEAN AFTER EACH DAY'S WORK.6. ALL WORK IS SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER.7. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS INCLUDING BUILDING PERMIT FROM DEPARTMENT
OF BUILDINGS.8. CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSURANCE, WITH COVERAGES APPROVED BY OWNER
BEFORE COMMENCING WORK.9. ALL PLUMBING WORK TO BE PERFORMED BY A LICENSED PLUMBER.10. ALL ELECTRICAL WORK TO BE FILED FOR UNDER SEPARATE APPLICATION.11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REMOVAL AND RELOCATION NECESSARY TO COMPLETE
THE WORK. 12. 8'-0" HIGH PLYWOOD EQUIPMENT FENCE TO SURROUND THE AREA OF WORK ON ALL EXPOSED SIDES, AND
TO BE LOCATED WITHIN 3'-0" OF THE PROPERTY LINE. FENCE SHALL MEET THE REQUIREMENTSELABORATED IN THE EQUIPMENT FENCE NOTES, SHEET T-001.
1. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDINGRULES AND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICTARISE BETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERE THEYARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
2. GENERAL CONTRACTOR TO COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THESATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OF DEMOLITION.
3. GENERAL CONTRACTOR TO PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
4. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING DEMOLITION ANDCONSTRUCTION INCLUDING ALL STROBES.
5. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESS OTHERWISENOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
6. SEE ENGINEERING DRAWINGS FOR THE REMOVAL OF EXISTING A/C UNITS, IN ADDITION CONSULT WITHBOTH THE BUILDING MANAGEMENT/LANDLORD AND THE DESIGNER PRIOR TO ITS REMOVAL.
7. SEE ENGINEERING DRAWINGS AND NOTES FOR ADDITIONAL DEMOLITION REQUIREMENTS WHEN REFERRINGTO HVAC, SPRINKLER, PLUMBING, ELECTRICAL, FIRE ALARM AND COMMUNICATION.
8. ANY AND ALL ELECTRICAL/DATA AND TELEPHONE DEVICES, WIRING, CABLES , CONDUITS, ETC. TO BEREMOVE SHALL BE REVIEWED BY BUILDING MANAGEMENT, CLIENT CONSULTING ENGINEER AND ANY OTHERCONSULTANT DEEMED NECESSARY PRIOR TO ANY WORK.
9. ANY REMOVAL OF SUCH ELECTRICAL EQUIPMENT SHALL BE DONE IN SUCH A WAY AS TO ALLOW THEOPERATIONS OF ADJACENT FLOORS TO CONTINUE WITHOUT INTERRUPTION OF ANY SERVICE DURINGDEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NEEDED IN ORDER TOCOMPLY WITH THIS REQUIREMENT.
10. DEMOLITION CONTRACTOR TO CONSULT WITH BUILDING MANAGEMENT WHEN REMAINING CONDUITS ANDCABLES THAT MAYBE ACTIVE. IF SERVICE IS DISRUPTED CONTRACTOR TO INCLUDE ALL REPAIRS ASREQUIRED TO ANY CABLES AND CONDUITS.
11. PRIOR TO DEMOLITION, G.C. TO REVIEW WITH VOICE/DATA CONSULTANT FOR THE REMOVAL OF ANY ANDALL VOICE/DATA CONDUIT, CABLES AND EQUIPMENT.
12. GENERAL CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL DEBRIS AND DISCARDEDMATERIALS AND/OR EQUIPMENT AS INDICATED WITHIN THE SPACE.
13. GENERAL CONTRACTOR TO COORDINATE WITH THE BUILDING MANAGEMENT AND CLIENT AS TO THEPROTECTION AND/OR STORAGE OF ANY ITEMS TO BE SAVED FROM DEMOLITION.
14. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
15. GENERAL CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
16. GENERAL CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY DEMOLITION AND CONSTRUCTION IN "AREA OF WORK".
17. ALL EXISTING WALLS, COLUMNS, & PERIMETER PIERS TO REMAIN IN "AREA OF WORK" ARE TO BE PATCHEDAND REPAIRED TO RECEIVE NEW FINISHES.
18. GENERAL CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TOREMAIN.
19. GENERAL CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS ANDSERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION.
20. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER DEMOLITIONAND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.
21. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS STATED INTHE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.
22. DEMOLITION CONTRACTOR TO REMOVE ANY AND ALL DOORS, FRAMES AND HARDWARE IN THE EFFECTEDAREAS AND CONSULT WITH BUILDING MANAGER FOR ANY DOORS/FRAMES OR HARDWARE THAT THELANDLORD MIGHT WANT TO REUSE.
23. REMOVE AND CAP ALL ELECTRICAL AND DATA NOT BEING REUSED IN AREAS OF WORK. COORDINATE WITHELECTRICAL DRAWINGS.
24. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL BECONTRACTED SEPARATELY, IF REQUIRED.
25. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING DEMOLITION OR ANY STAGE OF THE WORK,SHALL BE REPAIRED BY THE GENERAL CONTRACTOR AT THEIR OWN EXPENSE TO "LIKE NEW" CONDITION. ITSHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANY PREEXISTING DAMAGE ANDNOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING OR BIDDING.
GENERAL NOTES
GENERAL STRUCTURAL NOTES
DEMOLITION NOTES
EQUIPMENT FENCES TO BE 8'-0" ABOVE THE LEVEL OF THE GROUND, CONSTRUCTED OF PLYWOOD, ANDMEET THE FOLLOWING ADDITIONAL REQUIREMENTS PER LL 47 OF 2013:
1. PAINTED HUNTER GREEN.2. INCLUDE VIEWING PANELS, AT A RATE OF ONE FOR EVERY 25 LINEAR FEET OF FRONTAGE, WITH A
MINIMUM OF ONE PER FRONTAGE. VIEWING PANELS MUST BE 12 X 12 INCHES IN SIZE AND MUST BEBLOCKED WITH PLEXIGLASS OR AN EQUIVALENT NON-FRANGIBLE MATERIAL. THE TOP OF THE VIEWINGPANEL MUST BE LOCATED NO MORE THAN 6 FEET ABOVE THE LEVEL OF THE GROUND, AND THEBOTTOM OF THE VIEWING PANEL MUST BE LOCATED NO LESS THAN 3 FEET ABOVE THE GROUND.
3. A PROJECT INFORMATION PANEL MUST BE POSTED ON THE FENCE ON EACH PERIMETER FRONTING APUBLIC THOROUGHFARE. WHERE THE PERIMETER IS MORE THAN 150 FEET IN LENGTH, A PROJECTINFORMATION PANEL MUST BE POSTED AT EACH CORNER. THE PANELS MUST BE POSTED ON THEFENCE AT A HEIGHT OF 4 FEET ABOVE THE GROUND, MEASURED FROM THE GROUND TO THE BOTTOMEDGE OF THE PANEL.
4. EXCEPTION: ONE-, TWO-, OR THREE-FAMILY DWELLINGS.
EQUIPMENT FENCE NOTES
ZONING INFORMATIONADDRESS: 66 WEST 9TH STREET
NEW YORK, NY 10011
BLOCK: 572LOT: 8COMMUNITY BOARD: 102ZONING DISTRICT: C4-5SPECIAL DISTRICT: LC - LIMITED COMMERCIALZONING MAP: 12CLANDMARKS STATUS: L - LANDMARK
BUILDING INFORMATIONBIN: 1009410APPLICABLE CODES: NYC 1968, 2014CONSTRUCTION TYPE: IIBOCCUPANCY: J-2 / R-2 - RESIDENTIAL
C / M - MERCANTILE
SITE PLAN (NTS)
1. EGRESS - CONSTRUCTION OPERATION WILL NOT BLOCK HALLWAYS, STAIRS OR MEANS OFEGRESS FOR TENANTS OF THE BUILDING. AT ALL TIMES IN THE COURSE OFCONSTRUCTION CONTRACTOR SHALL MAKE FOR ADEQUATE EGRESS AS REQUIRED BYTHIS CODE AND THE TENANT PROTECTION PLAN SHALL IDENTIFY THE EGRESS THAT WILLBE PROVIDED. REQUIRED EGRESS SHALL NOT BE OBSTRUCTED AT ANY TIME EXCEPTWHERE APPROVED BY THE COMMISSIONER.
2. FIRE SAFETY - ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECTTO OCCUPIED DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BYTHE CONSTRUCTION SHALL BE STRICTLY OBSERVED BY THE OWNER AND CONTRACTOR.
3. HEALTH REQUIREMENTS - SPECIFICATION OF METHODS TO BE USED FOR CONTROL OFDUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OFSANITARY FACILITIES AND LIMITATION OF NOISE ACCEPTABLE LEVELS SHALL BE INCLUDEDBY THE CONTRACTOR
4. COMPLIANCE WITH HOUSING STANDARDS - THE REQUIREMENTS OF THE NEW YORK CITYHOUSING MAINTENANCE CODE, AND WHERE APPLICABLE, THE NEW YORK STATE MULTIPLEDWELLING LAW SHALL BE STRICTLY OBSERVED.
5. STRUCTURAL SAFETY - CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURINGCONSTRUCTION ACTIVITY TO SAFEGUARD THE PROPERTY OF THE BUILDING AND OTHERTENANTS AND THE OWNER. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGERTHE OCCUPANTS.
6. NOISE RESTRICTIONS - WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICHCONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED PURSUANT TO THE NEW YORKCITY NOISE CONTROL CODE, SUCH LIMITATIONS ON PERMITS SHALL BE POSTED BY THECONTRACTOR AT THE JOB SITE.
7. MAINTAINING ESSENTIAL SERVICES - CONSTRUCTION OPERATION WILL NOT AFFECT THEMAINTENANCE OF HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR OTHER UTILITYSERVICES IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK CITY HOUSINGMAINTENANCE CODE. NO DISRUPTION OF ANY SUCH SERVICE IS ANTICIPATED DURING THECONSTRUCTION OPERATION.
8. OTHER REQUIREMENTS - SEE ITEMS 9 TO 11 BELOW.9. PUBLIC AVAILABILITY OF TENANT PROTECTION PLAN - TENANTS WILL HAVE ACCESS TO THE
TPP UPON SUBMITTING REQUEST DIRECTLY TO THE OWNER.10. COPY OF TENANT PROTECTION PLAN UPON REQUEST - OWNER IS REQUIRED TO PROVIDE
A COPY OF THE TPP TO A TENANT UPON REQUEST.11. NOTICE TO OCCUPANTS - OWNER IS REQUIRED TO DISTRIBUTE A NOTICE ABOUT THE TPP
TO EACH OCCUPIED DWELLING UNIT OR POST A NOTICE REGARDING THE TPP IN THEBUILDING LOBBY, AS WELL AS ON EACH FLOOR WITHIN 10 FEET OF THE ELEVATOR. THENOTICE MUST INCLUDE:
(I) A STATEMENT THAT OCCUPANTS OF THE BUILDING MAY OBTAIN A PAPER COPY OF THETPP FROM THE OWNER AND MAY ACCESS THE TPP ON THE DEPARTMENT’S WEBSITE,
(II) THE NAME AND CONTACT INFORMATION OF THE SITE SAFETY MANAGER, SITE SAFETYCOORDINATOR, OR CONSTRUCTION SUPERINTENDENT, AS APPLICABLE, OR, IF THERE ISNO SITE SAFETY MANAGER, SITE SAFETY COORDINATOR OR SUPERINTENDENT OFCONSTRUCTION, THE NAME AND CONTACT INFORMATION OF THE OWNER OF THEBUILDING OR THE OWNER’S DESIGNEE, ANDTHAT COMPLAINTS CAN BE MADE TO 311 REGARDING THE WORK.
TENANT SAFETY AND PROTECTION NOTES
FEMA / FLOOD ZONE INFORMATIONTHIS SITE IS NOT LOCATED IN A FEMA FLOOD ZONE.
IN ACCORDANCE WITH THE CITY OF NEW YORK BUILDING CODE, THE OWNER WILL BE REQUIRED TO RETAIN ASPECIAL INSPECTOR AND A TESTING AGENCY TO MONITOR CONSTRUCTION OF ALL PHASES OF CONSTRUCTIONOF STRUCTURAL ELEMENTS.
AT A MINIMUM, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FOLLOWING SPECIALINSPECTIONS:
1. CONCRETE - CAST-IN-PLACE BC 1704.42. STRUCTURAL STABILITY - EXISTING BUILDINGS BC 1704.20.13. FINAL INSPECTION BC 110.5
TR2 & TR3 WAIVER:THE TOTAL STRUCTURAL CONCRETE SPECIFIED FOR THE PROJECT IS LESS THAN 50 CUBIC YARDS, THESTRUCTURAL DESIGN OF THE CONCRETE IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH, NO GRATERTHAN 2,500 POUNDS PER SQUARE INCH (PSI) REGARDLESS OF THE COMPRESSIVE STRENGTH SPECIFIED IN THECONSTRUCTION DOCUMENTS OR USED IN THE CONSTRUCTION AND THE CONCRETE TO BE PLACED ISSPECIFIED TO HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4,000 PSI. THE WORK MEETS THE EXEMPTIONCRITERIA OF BUILDING BULLETIN 2009-026, ITEM IV AND I HEREBY ELECT TO WAIVE THE REQUIREMENT OFCONCRETE TESTING AND OF THE TR2 FORM AND /OR TR3 FORMS.
ALL WELDED AND BOLTED CONNECTIONS HAVE BEEN DESIGNED TO WITHSTAND DOUBLE THE IMPOSEDLOADING. CONNECTION INSPECTION IS THEREFORE NOT REQUIRED.
SPECIAL INSPECTIONS & PROGRESS INSPECTIONS
DRAWING LIST
PROVISION
BUILDING MECHANICAL
MECHANICAL SYSTEMS
SCOPE OF WORK
THE SCOPE OF WORK IS LIMITED TO EXTERIOR BUILDING ACCESS COMPONENTS. PER C503.1 THIS IS ANALTERATION OF AN EXISTING BUILDING WITH NO CHANGE TO BUILDING ENVELOPE OR INTERIOR PARTITIONS,LUMINARIES, OR SPACE CONDITIONING WITHIN THE SPACE, IT THEREFORE DOESN'T MEET THE THRESHOLDREQUIRED FOR A FULL NYCECC ENERGY ANALYSIS.
CODE CITATION
NO CHANGE TO EXISTING SYSTEMS
NO CHANGE TO EXISTING SYSTEM
502.1.2, 502.2 (1)
503
ENERGY ANALYSIS(TABULAR ANALYSIS: PRESCRIPTIVE)
ROOF ASSEMBLY
WALLS
FLOORS
BUILDING ENVELOPE
PROPOSED DESIGN VALUE
CONTROLS 505.2
BUILDING LIGHTING
DOORS
NO CHANGE TO EXISTING SYSTEM
FENESTRATION
INTERIOR POWER
502.3, 502.4
EXTERIOR POWER
505.5
505.6
BUILDING SERVICE WATER HEATING
SERVICE WATER HEATING NO CHANGE TO EXISTING SYSTEM 504.2
STATEMENT OF COMPLIANCE
TO THE JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE NEW YORK CITYENERGY CODE. PROPOSED WORK MEETS THE GUIDELINE AND PRESCRIPTION IN THE 2020 NYCECC.
· 3201.7: ALTERATIONS TO EXISTING ENCROACHEMNTS: ALTERATIONS TO EXISTING ENCROACHMENTS BEYOND THEPROPERTY LINE MAY BE PERMITTED IN WHOLE OR IN PART, PROVIDED THAT SUCH ALTERATIONS CONFORM WITHTHE REQUIREMENTS OF THIS CHAPTER.
· 3202.2.2.1 RAMPS: WHEN A BUILDING ERECTED PRIOR TO DECEMBER 6, 1969, IS ALTERED TO PROVIDE ACCESS TOINDIVIDUALS WHO USE WHEELCHAIRS, RAMPS CONSTRUCTED TO PROVIDE SUCH ACCESS MAY, WITH THEAPPROVAL OF THE COMMISSIONER, PROJECT BEYOND THE STREET LINE FOR A DISTANCE OF NOT MORE THAN 44INCHES (1118 MM). RAMPS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 11.
BUILDING CODE NOTES
1. SEE ALL DRAWINGS AND DRAWINGS OF OTHER DISCIPLINES FOR ADDITIONAL NOTES ANDSPECIFICATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDING RULESAND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICT ARISEBETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERETHEY ARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
3. CONTRACTOR SHALL COORDINATE ALL PHASES OF REMOVAL FOR THE PROJECT AND NOTIFY THEARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULDINTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OFDEMOLITION.
4. CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
5. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING REMOVAL ANDCONSTRUCTION INCLUDING ALL STROBES.
6. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESSOTHERWISE NOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
7. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL DEBRIS AND DISCARDED MATERIALS AND/OREQUIPMENT AS INDICATED WITHIN THE SPACE.
8. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
9. CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY THE REMOVAL WORK AND CONSTRUCTION IN "AREA OF WORK".
11. CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TO REMAIN.12. CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS AND
SERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO REMOVAL WORK.13. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER
DEMOLITION AND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.14. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS
STATED IN THE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.15. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL
BE CONTRACTED SEPARATELY, IF REQUIRED.16. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING THE REMOVAL WORK OR AT ANY
STAGE OF THE CONSTRUCTION, SHALL BE REPAIRED BY THE CONTRACTOR AT THEIR OWN EXPENSETO "LIKE NEW" CONDITION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANYPREEXISTING DAMAGE AND NOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING ORBIDDING.
REMOVAL NOTES
EXIST.OFFICE
EXIST.RESTROOM
SCOPE OF WORK
77'-6"
43'-8
"
WEST 9TH STREET
AVEN
UE O
F TH
E AM
ERIC
AS
BLOCK 572LOT 8
PROPERTY LINE
EXISTING EXITS
6'-6"
PROJECT No:
CHECKED BY:
DRAWING BY:DESIGNED BY:
66 WEST 9TH STREETNEW YORK, NY
ISSUE DATES
of 5
00 09-22-2020 INITIAL FILING - ALT 2
200601
SW MANAGEMENTCLIENT:
ADA ACCESS RENOVATION
N
TITLE SHEET &GENERAL NOTES
1
PWRUAS
T-001
PROPOSED ALTERATION TO EXISTING NON-CONFORMING STAIR, TO INCLUDE INSTALLATION OF BARRIER-FREEOPERATORS, AUTOMATIC DOOR CLOSER, AND MOTORIZED INCLINE PLATFORM LIFT TO PROVIDE ADA ACCESS. NOCHANGE TO ZONING, USE, EGRESS, OR OCCUPANCIES.
BMBOT
B/CF
CIPCJP
CLCLRCMU
CONCCY
DET
BEAMBOTTOMBOTTOM OFCUBIC FEETCAST IN PLACE CONCRETECOMPLETE JOINTPENETRATION WELDCENTER LINECLEARCONCRETE MASONRY UNITCONCRETECUBIC YARDDETAIL
DWGEL
EWEXFTK
KSFLDLF
LLHLLV
MAXMINNIS
NTS
DRAWINGELEVATIONEACH WAYEXISTINGFEET, FOOTKIPSKIPS PER SQUARE FOOTDEVELOPMENT LENGTHLINEAR FEETLONG LEG HORIZONTALLONG LEG VERTICALMAXIMUMMINIMUMNOT IN SCOPENOT TO SCALE
PLOC
PSFPSI
REINFSF
SOGT/
T&BTEMP
TYPUNO
VIFWWF
PLATEON CENTERPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHREINFORCEMENTSQUARE FEETSLAB ON GRADETOP OFTOP AND BOTTOMTEMPORARYTYPICALUNLESS NOTED OTHERWISEVERIFY IN FIELDWELDED WIRE FABRIC
SCOPE OF WORK
ABBREVIATIONS
66 West 9th Street - ADA Access Renovation at Convenience Stair
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHERDISCIPLINES AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OFOTHER TRADES AS TO OPENINGS, SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS AND OTHERITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. CONTRACTOR SHALL VERIFY DIMENSIONSAND LOCATIONS OF THESE ITEMS BEFORE WORK IS COMMENCED OR CONCRETE IS PLACED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS ANDREGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION ASTO SAFETY PRECAUTIONS AND PROGRAMS.
3. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTORSHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THESTRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEENCOMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTIONBRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THECONTRACTOR.
4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OFPROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLERESPONSIBILITY OF THE CONTRACTOR.
5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARENOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TOAPPROVAL BY THE ENGINEER.
6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTEDSHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGEAND ERECTION IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONS AND REQUIREMENTS.
7. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOTEXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. DO NOT APPLY ANYCONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER ANDUNTIL ALL TEMPORARY BRACING IS IN PLACE.
8. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS, UNLESSOTHERWISE NOTED.
9. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAYADVERSELY AFFECT THE WORK OR COST THEREOF.
10. THE CONTRACTOR SHALL ADEQUATELY BRACE, SHORE, AND SUPPORT THE STRUCTURE DURING THEENTIRE CONSTRUCTION PERIOD.
11. FIELD MEASUREMENTS SHALL BE TAKEN AT THE SITE BY THE CONTRACTOR TO VERIFY ANDSUPPLEMENT ALL DIMENSIONS AND ADDITIONS AFFECTED BY EXISTING WORK OR NEW WORK THATHAS ALREADY BEEN INSTALLED. ANY DISCREPANCIES FROM THE INFORMATION SHOWN ON PLANSSHALL BE REPORTED TO AND COORDINATED WITH THE ARCHITECT.
1. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF ALL APPLICABLE CODES,INCLUDING THE BUILDING CODE OF THE CITY OF NEW YORK.
2. CONTRACTOR MUST INSPECT PREMISES CAREFULLY BEFORE STARTING WORK. CONTRACTOR SHALLASSUME RESPONSIBILITY FOR ALL EXISTING CONDITIONS AS THEY AFFECT HIS WORK.
3. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWNMEASUREMENTS IN THE FIELD, SHOP DRAWINGS, AND FINAL FITTING OF ALL WORK.
4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE TENANT AND THE BUILDING MANAGEMENT.5. CONTRACTOR SHALL REMOVE ALL RUBBISH LEAVING PREMISES BROOM CLEAN AFTER EACH DAY'S WORK.6. ALL WORK IS SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER.7. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS INCLUDING BUILDING PERMIT FROM DEPARTMENT
OF BUILDINGS.8. CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSURANCE, WITH COVERAGES APPROVED BY OWNER
BEFORE COMMENCING WORK.9. ALL PLUMBING WORK TO BE PERFORMED BY A LICENSED PLUMBER.10. ALL ELECTRICAL WORK TO BE FILED FOR UNDER SEPARATE APPLICATION.11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REMOVAL AND RELOCATION NECESSARY TO COMPLETE
THE WORK. 12. 8'-0" HIGH PLYWOOD EQUIPMENT FENCE TO SURROUND THE AREA OF WORK ON ALL EXPOSED SIDES, AND
TO BE LOCATED WITHIN 3'-0" OF THE PROPERTY LINE. FENCE SHALL MEET THE REQUIREMENTSELABORATED IN THE EQUIPMENT FENCE NOTES, SHEET T-001.
1. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDINGRULES AND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICTARISE BETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERE THEYARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
2. GENERAL CONTRACTOR TO COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THESATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OF DEMOLITION.
3. GENERAL CONTRACTOR TO PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
4. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING DEMOLITION ANDCONSTRUCTION INCLUDING ALL STROBES.
5. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESS OTHERWISENOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
6. SEE ENGINEERING DRAWINGS FOR THE REMOVAL OF EXISTING A/C UNITS, IN ADDITION CONSULT WITHBOTH THE BUILDING MANAGEMENT/LANDLORD AND THE DESIGNER PRIOR TO ITS REMOVAL.
7. SEE ENGINEERING DRAWINGS AND NOTES FOR ADDITIONAL DEMOLITION REQUIREMENTS WHEN REFERRINGTO HVAC, SPRINKLER, PLUMBING, ELECTRICAL, FIRE ALARM AND COMMUNICATION.
8. ANY AND ALL ELECTRICAL/DATA AND TELEPHONE DEVICES, WIRING, CABLES , CONDUITS, ETC. TO BEREMOVE SHALL BE REVIEWED BY BUILDING MANAGEMENT, CLIENT CONSULTING ENGINEER AND ANY OTHERCONSULTANT DEEMED NECESSARY PRIOR TO ANY WORK.
9. ANY REMOVAL OF SUCH ELECTRICAL EQUIPMENT SHALL BE DONE IN SUCH A WAY AS TO ALLOW THEOPERATIONS OF ADJACENT FLOORS TO CONTINUE WITHOUT INTERRUPTION OF ANY SERVICE DURINGDEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NEEDED IN ORDER TOCOMPLY WITH THIS REQUIREMENT.
10. DEMOLITION CONTRACTOR TO CONSULT WITH BUILDING MANAGEMENT WHEN REMAINING CONDUITS ANDCABLES THAT MAYBE ACTIVE. IF SERVICE IS DISRUPTED CONTRACTOR TO INCLUDE ALL REPAIRS ASREQUIRED TO ANY CABLES AND CONDUITS.
11. PRIOR TO DEMOLITION, G.C. TO REVIEW WITH VOICE/DATA CONSULTANT FOR THE REMOVAL OF ANY ANDALL VOICE/DATA CONDUIT, CABLES AND EQUIPMENT.
12. GENERAL CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL DEBRIS AND DISCARDEDMATERIALS AND/OR EQUIPMENT AS INDICATED WITHIN THE SPACE.
13. GENERAL CONTRACTOR TO COORDINATE WITH THE BUILDING MANAGEMENT AND CLIENT AS TO THEPROTECTION AND/OR STORAGE OF ANY ITEMS TO BE SAVED FROM DEMOLITION.
14. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
15. GENERAL CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
16. GENERAL CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY DEMOLITION AND CONSTRUCTION IN "AREA OF WORK".
17. ALL EXISTING WALLS, COLUMNS, & PERIMETER PIERS TO REMAIN IN "AREA OF WORK" ARE TO BE PATCHEDAND REPAIRED TO RECEIVE NEW FINISHES.
18. GENERAL CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TOREMAIN.
19. GENERAL CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS ANDSERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION.
20. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER DEMOLITIONAND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.
21. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS STATED INTHE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.
22. DEMOLITION CONTRACTOR TO REMOVE ANY AND ALL DOORS, FRAMES AND HARDWARE IN THE EFFECTEDAREAS AND CONSULT WITH BUILDING MANAGER FOR ANY DOORS/FRAMES OR HARDWARE THAT THELANDLORD MIGHT WANT TO REUSE.
23. REMOVE AND CAP ALL ELECTRICAL AND DATA NOT BEING REUSED IN AREAS OF WORK. COORDINATE WITHELECTRICAL DRAWINGS.
24. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL BECONTRACTED SEPARATELY, IF REQUIRED.
25. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING DEMOLITION OR ANY STAGE OF THE WORK,SHALL BE REPAIRED BY THE GENERAL CONTRACTOR AT THEIR OWN EXPENSE TO "LIKE NEW" CONDITION. ITSHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANY PREEXISTING DAMAGE ANDNOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING OR BIDDING.
GENERAL NOTES
GENERAL STRUCTURAL NOTES
DEMOLITION NOTES
EQUIPMENT FENCES TO BE 8'-0" ABOVE THE LEVEL OF THE GROUND, CONSTRUCTED OF PLYWOOD, ANDMEET THE FOLLOWING ADDITIONAL REQUIREMENTS PER LL 47 OF 2013:
1. PAINTED HUNTER GREEN.2. INCLUDE VIEWING PANELS, AT A RATE OF ONE FOR EVERY 25 LINEAR FEET OF FRONTAGE, WITH A
MINIMUM OF ONE PER FRONTAGE. VIEWING PANELS MUST BE 12 X 12 INCHES IN SIZE AND MUST BEBLOCKED WITH PLEXIGLASS OR AN EQUIVALENT NON-FRANGIBLE MATERIAL. THE TOP OF THE VIEWINGPANEL MUST BE LOCATED NO MORE THAN 6 FEET ABOVE THE LEVEL OF THE GROUND, AND THEBOTTOM OF THE VIEWING PANEL MUST BE LOCATED NO LESS THAN 3 FEET ABOVE THE GROUND.
3. A PROJECT INFORMATION PANEL MUST BE POSTED ON THE FENCE ON EACH PERIMETER FRONTING APUBLIC THOROUGHFARE. WHERE THE PERIMETER IS MORE THAN 150 FEET IN LENGTH, A PROJECTINFORMATION PANEL MUST BE POSTED AT EACH CORNER. THE PANELS MUST BE POSTED ON THEFENCE AT A HEIGHT OF 4 FEET ABOVE THE GROUND, MEASURED FROM THE GROUND TO THE BOTTOMEDGE OF THE PANEL.
4. EXCEPTION: ONE-, TWO-, OR THREE-FAMILY DWELLINGS.
EQUIPMENT FENCE NOTES
ZONING INFORMATIONADDRESS: 66 WEST 9TH STREET
NEW YORK, NY 10011
BLOCK: 572LOT: 8COMMUNITY BOARD: 102ZONING DISTRICT: C4-5SPECIAL DISTRICT: LC - LIMITED COMMERCIALZONING MAP: 12CLANDMARKS STATUS: L - LANDMARK
BUILDING INFORMATIONBIN: 1009410APPLICABLE CODES: NYC 1968, 2014CONSTRUCTION TYPE: IIBOCCUPANCY: J-2 / R-2 - RESIDENTIAL
C / M - MERCANTILE
SITE PLAN (NTS)
1. EGRESS - CONSTRUCTION OPERATION WILL NOT BLOCK HALLWAYS, STAIRS OR MEANS OFEGRESS FOR TENANTS OF THE BUILDING. AT ALL TIMES IN THE COURSE OFCONSTRUCTION CONTRACTOR SHALL MAKE FOR ADEQUATE EGRESS AS REQUIRED BYTHIS CODE AND THE TENANT PROTECTION PLAN SHALL IDENTIFY THE EGRESS THAT WILLBE PROVIDED. REQUIRED EGRESS SHALL NOT BE OBSTRUCTED AT ANY TIME EXCEPTWHERE APPROVED BY THE COMMISSIONER.
2. FIRE SAFETY - ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECTTO OCCUPIED DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BYTHE CONSTRUCTION SHALL BE STRICTLY OBSERVED BY THE OWNER AND CONTRACTOR.
3. HEALTH REQUIREMENTS - SPECIFICATION OF METHODS TO BE USED FOR CONTROL OFDUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OFSANITARY FACILITIES AND LIMITATION OF NOISE ACCEPTABLE LEVELS SHALL BE INCLUDEDBY THE CONTRACTOR
4. COMPLIANCE WITH HOUSING STANDARDS - THE REQUIREMENTS OF THE NEW YORK CITYHOUSING MAINTENANCE CODE, AND WHERE APPLICABLE, THE NEW YORK STATE MULTIPLEDWELLING LAW SHALL BE STRICTLY OBSERVED.
5. STRUCTURAL SAFETY - CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURINGCONSTRUCTION ACTIVITY TO SAFEGUARD THE PROPERTY OF THE BUILDING AND OTHERTENANTS AND THE OWNER. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGERTHE OCCUPANTS.
6. NOISE RESTRICTIONS - WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICHCONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED PURSUANT TO THE NEW YORKCITY NOISE CONTROL CODE, SUCH LIMITATIONS ON PERMITS SHALL BE POSTED BY THECONTRACTOR AT THE JOB SITE.
7. MAINTAINING ESSENTIAL SERVICES - CONSTRUCTION OPERATION WILL NOT AFFECT THEMAINTENANCE OF HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR OTHER UTILITYSERVICES IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK CITY HOUSINGMAINTENANCE CODE. NO DISRUPTION OF ANY SUCH SERVICE IS ANTICIPATED DURING THECONSTRUCTION OPERATION.
8. OTHER REQUIREMENTS - SEE ITEMS 9 TO 11 BELOW.9. PUBLIC AVAILABILITY OF TENANT PROTECTION PLAN - TENANTS WILL HAVE ACCESS TO THE
TPP UPON SUBMITTING REQUEST DIRECTLY TO THE OWNER.10. COPY OF TENANT PROTECTION PLAN UPON REQUEST - OWNER IS REQUIRED TO PROVIDE
A COPY OF THE TPP TO A TENANT UPON REQUEST.11. NOTICE TO OCCUPANTS - OWNER IS REQUIRED TO DISTRIBUTE A NOTICE ABOUT THE TPP
TO EACH OCCUPIED DWELLING UNIT OR POST A NOTICE REGARDING THE TPP IN THEBUILDING LOBBY, AS WELL AS ON EACH FLOOR WITHIN 10 FEET OF THE ELEVATOR. THENOTICE MUST INCLUDE:
(I) A STATEMENT THAT OCCUPANTS OF THE BUILDING MAY OBTAIN A PAPER COPY OF THETPP FROM THE OWNER AND MAY ACCESS THE TPP ON THE DEPARTMENT’S WEBSITE,
(II) THE NAME AND CONTACT INFORMATION OF THE SITE SAFETY MANAGER, SITE SAFETYCOORDINATOR, OR CONSTRUCTION SUPERINTENDENT, AS APPLICABLE, OR, IF THERE ISNO SITE SAFETY MANAGER, SITE SAFETY COORDINATOR OR SUPERINTENDENT OFCONSTRUCTION, THE NAME AND CONTACT INFORMATION OF THE OWNER OF THEBUILDING OR THE OWNER’S DESIGNEE, ANDTHAT COMPLAINTS CAN BE MADE TO 311 REGARDING THE WORK.
TENANT SAFETY AND PROTECTION NOTES
FEMA / FLOOD ZONE INFORMATIONTHIS SITE IS NOT LOCATED IN A FEMA FLOOD ZONE.
IN ACCORDANCE WITH THE CITY OF NEW YORK BUILDING CODE, THE OWNER WILL BE REQUIRED TO RETAIN ASPECIAL INSPECTOR AND A TESTING AGENCY TO MONITOR CONSTRUCTION OF ALL PHASES OF CONSTRUCTIONOF STRUCTURAL ELEMENTS.
AT A MINIMUM, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FOLLOWING SPECIALINSPECTIONS:
1. CONCRETE - CAST-IN-PLACE BC 1704.42. STRUCTURAL STABILITY - EXISTING BUILDINGS BC 1704.20.13. FINAL INSPECTION BC 110.5
TR2 & TR3 WAIVER:THE TOTAL STRUCTURAL CONCRETE SPECIFIED FOR THE PROJECT IS LESS THAN 50 CUBIC YARDS, THESTRUCTURAL DESIGN OF THE CONCRETE IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH, NO GRATERTHAN 2,500 POUNDS PER SQUARE INCH (PSI) REGARDLESS OF THE COMPRESSIVE STRENGTH SPECIFIED IN THECONSTRUCTION DOCUMENTS OR USED IN THE CONSTRUCTION AND THE CONCRETE TO BE PLACED ISSPECIFIED TO HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4,000 PSI. THE WORK MEETS THE EXEMPTIONCRITERIA OF BUILDING BULLETIN 2009-026, ITEM IV AND I HEREBY ELECT TO WAIVE THE REQUIREMENT OFCONCRETE TESTING AND OF THE TR2 FORM AND /OR TR3 FORMS.
ALL WELDED AND BOLTED CONNECTIONS HAVE BEEN DESIGNED TO WITHSTAND DOUBLE THE IMPOSEDLOADING. CONNECTION INSPECTION IS THEREFORE NOT REQUIRED.
SPECIAL INSPECTIONS & PROGRESS INSPECTIONS
DRAWING LIST
PROVISION
BUILDING MECHANICAL
MECHANICAL SYSTEMS
SCOPE OF WORK
THE SCOPE OF WORK IS LIMITED TO EXTERIOR BUILDING ACCESS COMPONENTS. PER C503.1 THIS IS ANALTERATION OF AN EXISTING BUILDING WITH NO CHANGE TO BUILDING ENVELOPE OR INTERIOR PARTITIONS,LUMINARIES, OR SPACE CONDITIONING WITHIN THE SPACE, IT THEREFORE DOESN'T MEET THE THRESHOLDREQUIRED FOR A FULL NYCECC ENERGY ANALYSIS.
CODE CITATION
NO CHANGE TO EXISTING SYSTEMS
NO CHANGE TO EXISTING SYSTEM
502.1.2, 502.2 (1)
503
ENERGY ANALYSIS(TABULAR ANALYSIS: PRESCRIPTIVE)
ROOF ASSEMBLY
WALLS
FLOORS
BUILDING ENVELOPE
PROPOSED DESIGN VALUE
CONTROLS 505.2
BUILDING LIGHTING
DOORS
NO CHANGE TO EXISTING SYSTEM
FENESTRATION
INTERIOR POWER
502.3, 502.4
EXTERIOR POWER
505.5
505.6
BUILDING SERVICE WATER HEATING
SERVICE WATER HEATING NO CHANGE TO EXISTING SYSTEM 504.2
STATEMENT OF COMPLIANCE
TO THE JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE NEW YORK CITYENERGY CODE. PROPOSED WORK MEETS THE GUIDELINE AND PRESCRIPTION IN THE 2020 NYCECC.
· 3201.7: ALTERATIONS TO EXISTING ENCROACHEMNTS: ALTERATIONS TO EXISTING ENCROACHMENTS BEYOND THEPROPERTY LINE MAY BE PERMITTED IN WHOLE OR IN PART, PROVIDED THAT SUCH ALTERATIONS CONFORM WITHTHE REQUIREMENTS OF THIS CHAPTER.
· 3202.2.2.1 RAMPS: WHEN A BUILDING ERECTED PRIOR TO DECEMBER 6, 1969, IS ALTERED TO PROVIDE ACCESS TOINDIVIDUALS WHO USE WHEELCHAIRS, RAMPS CONSTRUCTED TO PROVIDE SUCH ACCESS MAY, WITH THEAPPROVAL OF THE COMMISSIONER, PROJECT BEYOND THE STREET LINE FOR A DISTANCE OF NOT MORE THAN 44INCHES (1118 MM). RAMPS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 11.
BUILDING CODE NOTES
1. SEE ALL DRAWINGS AND DRAWINGS OF OTHER DISCIPLINES FOR ADDITIONAL NOTES ANDSPECIFICATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDING RULESAND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICT ARISEBETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERETHEY ARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
3. CONTRACTOR SHALL COORDINATE ALL PHASES OF REMOVAL FOR THE PROJECT AND NOTIFY THEARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULDINTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OFDEMOLITION.
4. CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
5. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING REMOVAL ANDCONSTRUCTION INCLUDING ALL STROBES.
6. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESSOTHERWISE NOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
7. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL DEBRIS AND DISCARDED MATERIALS AND/OREQUIPMENT AS INDICATED WITHIN THE SPACE.
8. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
9. CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY THE REMOVAL WORK AND CONSTRUCTION IN "AREA OF WORK".
11. CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TO REMAIN.12. CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS AND
SERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO REMOVAL WORK.13. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER
DEMOLITION AND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.14. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS
STATED IN THE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.15. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL
BE CONTRACTED SEPARATELY, IF REQUIRED.16. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING THE REMOVAL WORK OR AT ANY
STAGE OF THE CONSTRUCTION, SHALL BE REPAIRED BY THE CONTRACTOR AT THEIR OWN EXPENSETO "LIKE NEW" CONDITION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANYPREEXISTING DAMAGE AND NOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING ORBIDDING.
REMOVAL NOTES
4SITE PLAN (not to scale)
Retail B(up)
Bldg. Entry
Retail A
Retail C(down)
DN
IMAGE 1
IMAGE 3
IMAGE 4
IMAGE 5
IMAGE 2
5
Retail A
West 9th St.
Scope of Work
IMAGE 1 - view on West 9th Street
6
Retail A
West 9th St.
Bldg. EntryRetail B
Scope of Work
IMAGE 2 - view on West 9th Street
Retail A
Retail AEgress
7
IMAGE 3 IMAGE 4 IMAGE 5
6th AVENUE VIEWS
Retail A
Retail A
Retail B(below)
Retail B(below)
54” +/-
Retail B(below)
8IMAGES AT EXISTING STAIR
Existing Line of Encroachment
Existing Diamond Plate on Concrete Treads
Existing Diamond Plate at Base of Stone Wall
5 Existing Steps on Concrete Platform
Existing Rail on Vault Wall Existing Diamond Plate on Vault
2” Elevation Change at Threshold
EXIST.OFFICE
EXIST.RESTROOM
SCOPE OF WORK
77'-6"
43'-8
"
WEST 9TH STREET
AVEN
UE O
F TH
E AM
ERIC
AS
BLOCK 572LOT 8
PROPERTY LINE
EXISTING EXITS
6'-6"
PROJECT No:
CHECKED BY:
DRAWING BY:DESIGNED BY:
66 WEST 9TH STREETNEW YORK, NY
ISSUE DATES
of 5
00 09-22-2020 INITIAL FILING - ALT 2
200601
SW MANAGEMENTCLIENT:
ADA ACCESS RENOVATION
N
TITLE SHEET &GENERAL NOTES
1
PWRUAS
T-001
PROPOSED ALTERATION TO EXISTING NON-CONFORMING STAIR, TO INCLUDE INSTALLATION OF BARRIER-FREEOPERATORS, AUTOMATIC DOOR CLOSER, AND MOTORIZED INCLINE PLATFORM LIFT TO PROVIDE ADA ACCESS. NOCHANGE TO ZONING, USE, EGRESS, OR OCCUPANCIES.
BMBOT
B/CF
CIPCJP
CLCLRCMU
CONCCY
DET
BEAMBOTTOMBOTTOM OFCUBIC FEETCAST IN PLACE CONCRETECOMPLETE JOINTPENETRATION WELDCENTER LINECLEARCONCRETE MASONRY UNITCONCRETECUBIC YARDDETAIL
DWGEL
EWEXFTK
KSFLDLF
LLHLLV
MAXMINNIS
NTS
DRAWINGELEVATIONEACH WAYEXISTINGFEET, FOOTKIPSKIPS PER SQUARE FOOTDEVELOPMENT LENGTHLINEAR FEETLONG LEG HORIZONTALLONG LEG VERTICALMAXIMUMMINIMUMNOT IN SCOPENOT TO SCALE
PLOC
PSFPSI
REINFSF
SOGT/
T&BTEMP
TYPUNO
VIFWWF
PLATEON CENTERPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHREINFORCEMENTSQUARE FEETSLAB ON GRADETOP OFTOP AND BOTTOMTEMPORARYTYPICALUNLESS NOTED OTHERWISEVERIFY IN FIELDWELDED WIRE FABRIC
SCOPE OF WORK
ABBREVIATIONS
66 West 9th Street - ADA Access Renovation at Convenience Stair
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHERDISCIPLINES AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OFOTHER TRADES AS TO OPENINGS, SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS AND OTHERITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. CONTRACTOR SHALL VERIFY DIMENSIONSAND LOCATIONS OF THESE ITEMS BEFORE WORK IS COMMENCED OR CONCRETE IS PLACED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS ANDREGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION ASTO SAFETY PRECAUTIONS AND PROGRAMS.
3. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTORSHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THESTRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEENCOMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTIONBRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THECONTRACTOR.
4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OFPROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLERESPONSIBILITY OF THE CONTRACTOR.
5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARENOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TOAPPROVAL BY THE ENGINEER.
6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTEDSHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGEAND ERECTION IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONS AND REQUIREMENTS.
7. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOTEXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. DO NOT APPLY ANYCONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER ANDUNTIL ALL TEMPORARY BRACING IS IN PLACE.
8. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS, UNLESSOTHERWISE NOTED.
9. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAYADVERSELY AFFECT THE WORK OR COST THEREOF.
10. THE CONTRACTOR SHALL ADEQUATELY BRACE, SHORE, AND SUPPORT THE STRUCTURE DURING THEENTIRE CONSTRUCTION PERIOD.
11. FIELD MEASUREMENTS SHALL BE TAKEN AT THE SITE BY THE CONTRACTOR TO VERIFY ANDSUPPLEMENT ALL DIMENSIONS AND ADDITIONS AFFECTED BY EXISTING WORK OR NEW WORK THATHAS ALREADY BEEN INSTALLED. ANY DISCREPANCIES FROM THE INFORMATION SHOWN ON PLANSSHALL BE REPORTED TO AND COORDINATED WITH THE ARCHITECT.
1. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF ALL APPLICABLE CODES,INCLUDING THE BUILDING CODE OF THE CITY OF NEW YORK.
2. CONTRACTOR MUST INSPECT PREMISES CAREFULLY BEFORE STARTING WORK. CONTRACTOR SHALLASSUME RESPONSIBILITY FOR ALL EXISTING CONDITIONS AS THEY AFFECT HIS WORK.
3. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWNMEASUREMENTS IN THE FIELD, SHOP DRAWINGS, AND FINAL FITTING OF ALL WORK.
4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE TENANT AND THE BUILDING MANAGEMENT.5. CONTRACTOR SHALL REMOVE ALL RUBBISH LEAVING PREMISES BROOM CLEAN AFTER EACH DAY'S WORK.6. ALL WORK IS SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER.7. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS INCLUDING BUILDING PERMIT FROM DEPARTMENT
OF BUILDINGS.8. CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSURANCE, WITH COVERAGES APPROVED BY OWNER
BEFORE COMMENCING WORK.9. ALL PLUMBING WORK TO BE PERFORMED BY A LICENSED PLUMBER.10. ALL ELECTRICAL WORK TO BE FILED FOR UNDER SEPARATE APPLICATION.11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REMOVAL AND RELOCATION NECESSARY TO COMPLETE
THE WORK. 12. 8'-0" HIGH PLYWOOD EQUIPMENT FENCE TO SURROUND THE AREA OF WORK ON ALL EXPOSED SIDES, AND
TO BE LOCATED WITHIN 3'-0" OF THE PROPERTY LINE. FENCE SHALL MEET THE REQUIREMENTSELABORATED IN THE EQUIPMENT FENCE NOTES, SHEET T-001.
1. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDINGRULES AND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICTARISE BETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERE THEYARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
2. GENERAL CONTRACTOR TO COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THESATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OF DEMOLITION.
3. GENERAL CONTRACTOR TO PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
4. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING DEMOLITION ANDCONSTRUCTION INCLUDING ALL STROBES.
5. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESS OTHERWISENOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
6. SEE ENGINEERING DRAWINGS FOR THE REMOVAL OF EXISTING A/C UNITS, IN ADDITION CONSULT WITHBOTH THE BUILDING MANAGEMENT/LANDLORD AND THE DESIGNER PRIOR TO ITS REMOVAL.
7. SEE ENGINEERING DRAWINGS AND NOTES FOR ADDITIONAL DEMOLITION REQUIREMENTS WHEN REFERRINGTO HVAC, SPRINKLER, PLUMBING, ELECTRICAL, FIRE ALARM AND COMMUNICATION.
8. ANY AND ALL ELECTRICAL/DATA AND TELEPHONE DEVICES, WIRING, CABLES , CONDUITS, ETC. TO BEREMOVE SHALL BE REVIEWED BY BUILDING MANAGEMENT, CLIENT CONSULTING ENGINEER AND ANY OTHERCONSULTANT DEEMED NECESSARY PRIOR TO ANY WORK.
9. ANY REMOVAL OF SUCH ELECTRICAL EQUIPMENT SHALL BE DONE IN SUCH A WAY AS TO ALLOW THEOPERATIONS OF ADJACENT FLOORS TO CONTINUE WITHOUT INTERRUPTION OF ANY SERVICE DURINGDEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NEEDED IN ORDER TOCOMPLY WITH THIS REQUIREMENT.
10. DEMOLITION CONTRACTOR TO CONSULT WITH BUILDING MANAGEMENT WHEN REMAINING CONDUITS ANDCABLES THAT MAYBE ACTIVE. IF SERVICE IS DISRUPTED CONTRACTOR TO INCLUDE ALL REPAIRS ASREQUIRED TO ANY CABLES AND CONDUITS.
11. PRIOR TO DEMOLITION, G.C. TO REVIEW WITH VOICE/DATA CONSULTANT FOR THE REMOVAL OF ANY ANDALL VOICE/DATA CONDUIT, CABLES AND EQUIPMENT.
12. GENERAL CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL DEBRIS AND DISCARDEDMATERIALS AND/OR EQUIPMENT AS INDICATED WITHIN THE SPACE.
13. GENERAL CONTRACTOR TO COORDINATE WITH THE BUILDING MANAGEMENT AND CLIENT AS TO THEPROTECTION AND/OR STORAGE OF ANY ITEMS TO BE SAVED FROM DEMOLITION.
14. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
15. GENERAL CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
16. GENERAL CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY DEMOLITION AND CONSTRUCTION IN "AREA OF WORK".
17. ALL EXISTING WALLS, COLUMNS, & PERIMETER PIERS TO REMAIN IN "AREA OF WORK" ARE TO BE PATCHEDAND REPAIRED TO RECEIVE NEW FINISHES.
18. GENERAL CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TOREMAIN.
19. GENERAL CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS ANDSERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION.
20. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER DEMOLITIONAND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.
21. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS STATED INTHE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.
22. DEMOLITION CONTRACTOR TO REMOVE ANY AND ALL DOORS, FRAMES AND HARDWARE IN THE EFFECTEDAREAS AND CONSULT WITH BUILDING MANAGER FOR ANY DOORS/FRAMES OR HARDWARE THAT THELANDLORD MIGHT WANT TO REUSE.
23. REMOVE AND CAP ALL ELECTRICAL AND DATA NOT BEING REUSED IN AREAS OF WORK. COORDINATE WITHELECTRICAL DRAWINGS.
24. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL BECONTRACTED SEPARATELY, IF REQUIRED.
25. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING DEMOLITION OR ANY STAGE OF THE WORK,SHALL BE REPAIRED BY THE GENERAL CONTRACTOR AT THEIR OWN EXPENSE TO "LIKE NEW" CONDITION. ITSHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANY PREEXISTING DAMAGE ANDNOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING OR BIDDING.
GENERAL NOTES
GENERAL STRUCTURAL NOTES
DEMOLITION NOTES
EQUIPMENT FENCES TO BE 8'-0" ABOVE THE LEVEL OF THE GROUND, CONSTRUCTED OF PLYWOOD, ANDMEET THE FOLLOWING ADDITIONAL REQUIREMENTS PER LL 47 OF 2013:
1. PAINTED HUNTER GREEN.2. INCLUDE VIEWING PANELS, AT A RATE OF ONE FOR EVERY 25 LINEAR FEET OF FRONTAGE, WITH A
MINIMUM OF ONE PER FRONTAGE. VIEWING PANELS MUST BE 12 X 12 INCHES IN SIZE AND MUST BEBLOCKED WITH PLEXIGLASS OR AN EQUIVALENT NON-FRANGIBLE MATERIAL. THE TOP OF THE VIEWINGPANEL MUST BE LOCATED NO MORE THAN 6 FEET ABOVE THE LEVEL OF THE GROUND, AND THEBOTTOM OF THE VIEWING PANEL MUST BE LOCATED NO LESS THAN 3 FEET ABOVE THE GROUND.
3. A PROJECT INFORMATION PANEL MUST BE POSTED ON THE FENCE ON EACH PERIMETER FRONTING APUBLIC THOROUGHFARE. WHERE THE PERIMETER IS MORE THAN 150 FEET IN LENGTH, A PROJECTINFORMATION PANEL MUST BE POSTED AT EACH CORNER. THE PANELS MUST BE POSTED ON THEFENCE AT A HEIGHT OF 4 FEET ABOVE THE GROUND, MEASURED FROM THE GROUND TO THE BOTTOMEDGE OF THE PANEL.
4. EXCEPTION: ONE-, TWO-, OR THREE-FAMILY DWELLINGS.
EQUIPMENT FENCE NOTES
ZONING INFORMATIONADDRESS: 66 WEST 9TH STREET
NEW YORK, NY 10011
BLOCK: 572LOT: 8COMMUNITY BOARD: 102ZONING DISTRICT: C4-5SPECIAL DISTRICT: LC - LIMITED COMMERCIALZONING MAP: 12CLANDMARKS STATUS: L - LANDMARK
BUILDING INFORMATIONBIN: 1009410APPLICABLE CODES: NYC 1968, 2014CONSTRUCTION TYPE: IIBOCCUPANCY: J-2 / R-2 - RESIDENTIAL
C / M - MERCANTILE
SITE PLAN (NTS)
1. EGRESS - CONSTRUCTION OPERATION WILL NOT BLOCK HALLWAYS, STAIRS OR MEANS OFEGRESS FOR TENANTS OF THE BUILDING. AT ALL TIMES IN THE COURSE OFCONSTRUCTION CONTRACTOR SHALL MAKE FOR ADEQUATE EGRESS AS REQUIRED BYTHIS CODE AND THE TENANT PROTECTION PLAN SHALL IDENTIFY THE EGRESS THAT WILLBE PROVIDED. REQUIRED EGRESS SHALL NOT BE OBSTRUCTED AT ANY TIME EXCEPTWHERE APPROVED BY THE COMMISSIONER.
2. FIRE SAFETY - ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECTTO OCCUPIED DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BYTHE CONSTRUCTION SHALL BE STRICTLY OBSERVED BY THE OWNER AND CONTRACTOR.
3. HEALTH REQUIREMENTS - SPECIFICATION OF METHODS TO BE USED FOR CONTROL OFDUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OFSANITARY FACILITIES AND LIMITATION OF NOISE ACCEPTABLE LEVELS SHALL BE INCLUDEDBY THE CONTRACTOR
4. COMPLIANCE WITH HOUSING STANDARDS - THE REQUIREMENTS OF THE NEW YORK CITYHOUSING MAINTENANCE CODE, AND WHERE APPLICABLE, THE NEW YORK STATE MULTIPLEDWELLING LAW SHALL BE STRICTLY OBSERVED.
5. STRUCTURAL SAFETY - CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURINGCONSTRUCTION ACTIVITY TO SAFEGUARD THE PROPERTY OF THE BUILDING AND OTHERTENANTS AND THE OWNER. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGERTHE OCCUPANTS.
6. NOISE RESTRICTIONS - WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICHCONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED PURSUANT TO THE NEW YORKCITY NOISE CONTROL CODE, SUCH LIMITATIONS ON PERMITS SHALL BE POSTED BY THECONTRACTOR AT THE JOB SITE.
7. MAINTAINING ESSENTIAL SERVICES - CONSTRUCTION OPERATION WILL NOT AFFECT THEMAINTENANCE OF HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR OTHER UTILITYSERVICES IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK CITY HOUSINGMAINTENANCE CODE. NO DISRUPTION OF ANY SUCH SERVICE IS ANTICIPATED DURING THECONSTRUCTION OPERATION.
8. OTHER REQUIREMENTS - SEE ITEMS 9 TO 11 BELOW.9. PUBLIC AVAILABILITY OF TENANT PROTECTION PLAN - TENANTS WILL HAVE ACCESS TO THE
TPP UPON SUBMITTING REQUEST DIRECTLY TO THE OWNER.10. COPY OF TENANT PROTECTION PLAN UPON REQUEST - OWNER IS REQUIRED TO PROVIDE
A COPY OF THE TPP TO A TENANT UPON REQUEST.11. NOTICE TO OCCUPANTS - OWNER IS REQUIRED TO DISTRIBUTE A NOTICE ABOUT THE TPP
TO EACH OCCUPIED DWELLING UNIT OR POST A NOTICE REGARDING THE TPP IN THEBUILDING LOBBY, AS WELL AS ON EACH FLOOR WITHIN 10 FEET OF THE ELEVATOR. THENOTICE MUST INCLUDE:
(I) A STATEMENT THAT OCCUPANTS OF THE BUILDING MAY OBTAIN A PAPER COPY OF THETPP FROM THE OWNER AND MAY ACCESS THE TPP ON THE DEPARTMENT’S WEBSITE,
(II) THE NAME AND CONTACT INFORMATION OF THE SITE SAFETY MANAGER, SITE SAFETYCOORDINATOR, OR CONSTRUCTION SUPERINTENDENT, AS APPLICABLE, OR, IF THERE ISNO SITE SAFETY MANAGER, SITE SAFETY COORDINATOR OR SUPERINTENDENT OFCONSTRUCTION, THE NAME AND CONTACT INFORMATION OF THE OWNER OF THEBUILDING OR THE OWNER’S DESIGNEE, ANDTHAT COMPLAINTS CAN BE MADE TO 311 REGARDING THE WORK.
TENANT SAFETY AND PROTECTION NOTES
FEMA / FLOOD ZONE INFORMATIONTHIS SITE IS NOT LOCATED IN A FEMA FLOOD ZONE.
IN ACCORDANCE WITH THE CITY OF NEW YORK BUILDING CODE, THE OWNER WILL BE REQUIRED TO RETAIN ASPECIAL INSPECTOR AND A TESTING AGENCY TO MONITOR CONSTRUCTION OF ALL PHASES OF CONSTRUCTIONOF STRUCTURAL ELEMENTS.
AT A MINIMUM, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FOLLOWING SPECIALINSPECTIONS:
1. CONCRETE - CAST-IN-PLACE BC 1704.42. STRUCTURAL STABILITY - EXISTING BUILDINGS BC 1704.20.13. FINAL INSPECTION BC 110.5
TR2 & TR3 WAIVER:THE TOTAL STRUCTURAL CONCRETE SPECIFIED FOR THE PROJECT IS LESS THAN 50 CUBIC YARDS, THESTRUCTURAL DESIGN OF THE CONCRETE IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH, NO GRATERTHAN 2,500 POUNDS PER SQUARE INCH (PSI) REGARDLESS OF THE COMPRESSIVE STRENGTH SPECIFIED IN THECONSTRUCTION DOCUMENTS OR USED IN THE CONSTRUCTION AND THE CONCRETE TO BE PLACED ISSPECIFIED TO HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4,000 PSI. THE WORK MEETS THE EXEMPTIONCRITERIA OF BUILDING BULLETIN 2009-026, ITEM IV AND I HEREBY ELECT TO WAIVE THE REQUIREMENT OFCONCRETE TESTING AND OF THE TR2 FORM AND /OR TR3 FORMS.
ALL WELDED AND BOLTED CONNECTIONS HAVE BEEN DESIGNED TO WITHSTAND DOUBLE THE IMPOSEDLOADING. CONNECTION INSPECTION IS THEREFORE NOT REQUIRED.
SPECIAL INSPECTIONS & PROGRESS INSPECTIONS
DRAWING LIST
PROVISION
BUILDING MECHANICAL
MECHANICAL SYSTEMS
SCOPE OF WORK
THE SCOPE OF WORK IS LIMITED TO EXTERIOR BUILDING ACCESS COMPONENTS. PER C503.1 THIS IS ANALTERATION OF AN EXISTING BUILDING WITH NO CHANGE TO BUILDING ENVELOPE OR INTERIOR PARTITIONS,LUMINARIES, OR SPACE CONDITIONING WITHIN THE SPACE, IT THEREFORE DOESN'T MEET THE THRESHOLDREQUIRED FOR A FULL NYCECC ENERGY ANALYSIS.
CODE CITATION
NO CHANGE TO EXISTING SYSTEMS
NO CHANGE TO EXISTING SYSTEM
502.1.2, 502.2 (1)
503
ENERGY ANALYSIS(TABULAR ANALYSIS: PRESCRIPTIVE)
ROOF ASSEMBLY
WALLS
FLOORS
BUILDING ENVELOPE
PROPOSED DESIGN VALUE
CONTROLS 505.2
BUILDING LIGHTING
DOORS
NO CHANGE TO EXISTING SYSTEM
FENESTRATION
INTERIOR POWER
502.3, 502.4
EXTERIOR POWER
505.5
505.6
BUILDING SERVICE WATER HEATING
SERVICE WATER HEATING NO CHANGE TO EXISTING SYSTEM 504.2
STATEMENT OF COMPLIANCE
TO THE JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE NEW YORK CITYENERGY CODE. PROPOSED WORK MEETS THE GUIDELINE AND PRESCRIPTION IN THE 2020 NYCECC.
· 3201.7: ALTERATIONS TO EXISTING ENCROACHEMNTS: ALTERATIONS TO EXISTING ENCROACHMENTS BEYOND THEPROPERTY LINE MAY BE PERMITTED IN WHOLE OR IN PART, PROVIDED THAT SUCH ALTERATIONS CONFORM WITHTHE REQUIREMENTS OF THIS CHAPTER.
· 3202.2.2.1 RAMPS: WHEN A BUILDING ERECTED PRIOR TO DECEMBER 6, 1969, IS ALTERED TO PROVIDE ACCESS TOINDIVIDUALS WHO USE WHEELCHAIRS, RAMPS CONSTRUCTED TO PROVIDE SUCH ACCESS MAY, WITH THEAPPROVAL OF THE COMMISSIONER, PROJECT BEYOND THE STREET LINE FOR A DISTANCE OF NOT MORE THAN 44INCHES (1118 MM). RAMPS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 11.
BUILDING CODE NOTES
1. SEE ALL DRAWINGS AND DRAWINGS OF OTHER DISCIPLINES FOR ADDITIONAL NOTES ANDSPECIFICATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDING RULESAND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICT ARISEBETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERETHEY ARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
3. CONTRACTOR SHALL COORDINATE ALL PHASES OF REMOVAL FOR THE PROJECT AND NOTIFY THEARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULDINTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OFDEMOLITION.
4. CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
5. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING REMOVAL ANDCONSTRUCTION INCLUDING ALL STROBES.
6. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESSOTHERWISE NOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
7. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL DEBRIS AND DISCARDED MATERIALS AND/OREQUIPMENT AS INDICATED WITHIN THE SPACE.
8. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
9. CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY THE REMOVAL WORK AND CONSTRUCTION IN "AREA OF WORK".
11. CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TO REMAIN.12. CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS AND
SERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO REMOVAL WORK.13. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER
DEMOLITION AND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.14. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS
STATED IN THE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.15. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL
BE CONTRACTED SEPARATELY, IF REQUIRED.16. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING THE REMOVAL WORK OR AT ANY
STAGE OF THE CONSTRUCTION, SHALL BE REPAIRED BY THE CONTRACTOR AT THEIR OWN EXPENSETO "LIKE NEW" CONDITION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANYPREEXISTING DAMAGE AND NOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING ORBIDDING.
REMOVAL NOTES
EXIST.OFFICE
EXIST.RESTROOM
SCOPE OF WORK
77'-6"
43'-8
"
WEST 9TH STREET
AVEN
UE O
F TH
E AM
ERIC
AS
BLOCK 572LOT 8
PROPERTY LINE
EXISTING EXITS
6'-6"
PROJECT No:
CHECKED BY:
DRAWING BY:DESIGNED BY:
66 WEST 9TH STREETNEW YORK, NY
ISSUE DATES
of 5
00 09-22-2020 INITIAL FILING - ALT 2
200601
SW MANAGEMENTCLIENT:
ADA ACCESS RENOVATION
N
TITLE SHEET &GENERAL NOTES
1
PWRUAS
T-001
PROPOSED ALTERATION TO EXISTING NON-CONFORMING STAIR, TO INCLUDE INSTALLATION OF BARRIER-FREEOPERATORS, AUTOMATIC DOOR CLOSER, AND MOTORIZED INCLINE PLATFORM LIFT TO PROVIDE ADA ACCESS. NOCHANGE TO ZONING, USE, EGRESS, OR OCCUPANCIES.
BMBOT
B/CF
CIPCJP
CLCLRCMU
CONCCY
DET
BEAMBOTTOMBOTTOM OFCUBIC FEETCAST IN PLACE CONCRETECOMPLETE JOINTPENETRATION WELDCENTER LINECLEARCONCRETE MASONRY UNITCONCRETECUBIC YARDDETAIL
DWGEL
EWEXFTK
KSFLDLF
LLHLLV
MAXMINNIS
NTS
DRAWINGELEVATIONEACH WAYEXISTINGFEET, FOOTKIPSKIPS PER SQUARE FOOTDEVELOPMENT LENGTHLINEAR FEETLONG LEG HORIZONTALLONG LEG VERTICALMAXIMUMMINIMUMNOT IN SCOPENOT TO SCALE
PLOC
PSFPSI
REINFSF
SOGT/
T&BTEMP
TYPUNO
VIFWWF
PLATEON CENTERPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHREINFORCEMENTSQUARE FEETSLAB ON GRADETOP OFTOP AND BOTTOMTEMPORARYTYPICALUNLESS NOTED OTHERWISEVERIFY IN FIELDWELDED WIRE FABRIC
SCOPE OF WORK
ABBREVIATIONS
66 West 9th Street - ADA Access Renovation at Convenience Stair
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHERDISCIPLINES AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OFOTHER TRADES AS TO OPENINGS, SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS AND OTHERITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. CONTRACTOR SHALL VERIFY DIMENSIONSAND LOCATIONS OF THESE ITEMS BEFORE WORK IS COMMENCED OR CONCRETE IS PLACED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS ANDREGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION ASTO SAFETY PRECAUTIONS AND PROGRAMS.
3. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTORSHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THESTRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEENCOMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTIONBRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THECONTRACTOR.
4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OFPROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLERESPONSIBILITY OF THE CONTRACTOR.
5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARENOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TOAPPROVAL BY THE ENGINEER.
6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTEDSHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGEAND ERECTION IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONS AND REQUIREMENTS.
7. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOTEXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. DO NOT APPLY ANYCONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER ANDUNTIL ALL TEMPORARY BRACING IS IN PLACE.
8. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS, UNLESSOTHERWISE NOTED.
9. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAYADVERSELY AFFECT THE WORK OR COST THEREOF.
10. THE CONTRACTOR SHALL ADEQUATELY BRACE, SHORE, AND SUPPORT THE STRUCTURE DURING THEENTIRE CONSTRUCTION PERIOD.
11. FIELD MEASUREMENTS SHALL BE TAKEN AT THE SITE BY THE CONTRACTOR TO VERIFY ANDSUPPLEMENT ALL DIMENSIONS AND ADDITIONS AFFECTED BY EXISTING WORK OR NEW WORK THATHAS ALREADY BEEN INSTALLED. ANY DISCREPANCIES FROM THE INFORMATION SHOWN ON PLANSSHALL BE REPORTED TO AND COORDINATED WITH THE ARCHITECT.
1. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF ALL APPLICABLE CODES,INCLUDING THE BUILDING CODE OF THE CITY OF NEW YORK.
2. CONTRACTOR MUST INSPECT PREMISES CAREFULLY BEFORE STARTING WORK. CONTRACTOR SHALLASSUME RESPONSIBILITY FOR ALL EXISTING CONDITIONS AS THEY AFFECT HIS WORK.
3. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWNMEASUREMENTS IN THE FIELD, SHOP DRAWINGS, AND FINAL FITTING OF ALL WORK.
4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE TENANT AND THE BUILDING MANAGEMENT.5. CONTRACTOR SHALL REMOVE ALL RUBBISH LEAVING PREMISES BROOM CLEAN AFTER EACH DAY'S WORK.6. ALL WORK IS SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER.7. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS INCLUDING BUILDING PERMIT FROM DEPARTMENT
OF BUILDINGS.8. CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSURANCE, WITH COVERAGES APPROVED BY OWNER
BEFORE COMMENCING WORK.9. ALL PLUMBING WORK TO BE PERFORMED BY A LICENSED PLUMBER.10. ALL ELECTRICAL WORK TO BE FILED FOR UNDER SEPARATE APPLICATION.11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REMOVAL AND RELOCATION NECESSARY TO COMPLETE
THE WORK. 12. 8'-0" HIGH PLYWOOD EQUIPMENT FENCE TO SURROUND THE AREA OF WORK ON ALL EXPOSED SIDES, AND
TO BE LOCATED WITHIN 3'-0" OF THE PROPERTY LINE. FENCE SHALL MEET THE REQUIREMENTSELABORATED IN THE EQUIPMENT FENCE NOTES, SHEET T-001.
1. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDINGRULES AND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICTARISE BETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERE THEYARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
2. GENERAL CONTRACTOR TO COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THESATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OF DEMOLITION.
3. GENERAL CONTRACTOR TO PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
4. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING DEMOLITION ANDCONSTRUCTION INCLUDING ALL STROBES.
5. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESS OTHERWISENOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
6. SEE ENGINEERING DRAWINGS FOR THE REMOVAL OF EXISTING A/C UNITS, IN ADDITION CONSULT WITHBOTH THE BUILDING MANAGEMENT/LANDLORD AND THE DESIGNER PRIOR TO ITS REMOVAL.
7. SEE ENGINEERING DRAWINGS AND NOTES FOR ADDITIONAL DEMOLITION REQUIREMENTS WHEN REFERRINGTO HVAC, SPRINKLER, PLUMBING, ELECTRICAL, FIRE ALARM AND COMMUNICATION.
8. ANY AND ALL ELECTRICAL/DATA AND TELEPHONE DEVICES, WIRING, CABLES , CONDUITS, ETC. TO BEREMOVE SHALL BE REVIEWED BY BUILDING MANAGEMENT, CLIENT CONSULTING ENGINEER AND ANY OTHERCONSULTANT DEEMED NECESSARY PRIOR TO ANY WORK.
9. ANY REMOVAL OF SUCH ELECTRICAL EQUIPMENT SHALL BE DONE IN SUCH A WAY AS TO ALLOW THEOPERATIONS OF ADJACENT FLOORS TO CONTINUE WITHOUT INTERRUPTION OF ANY SERVICE DURINGDEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NEEDED IN ORDER TOCOMPLY WITH THIS REQUIREMENT.
10. DEMOLITION CONTRACTOR TO CONSULT WITH BUILDING MANAGEMENT WHEN REMAINING CONDUITS ANDCABLES THAT MAYBE ACTIVE. IF SERVICE IS DISRUPTED CONTRACTOR TO INCLUDE ALL REPAIRS ASREQUIRED TO ANY CABLES AND CONDUITS.
11. PRIOR TO DEMOLITION, G.C. TO REVIEW WITH VOICE/DATA CONSULTANT FOR THE REMOVAL OF ANY ANDALL VOICE/DATA CONDUIT, CABLES AND EQUIPMENT.
12. GENERAL CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL DEBRIS AND DISCARDEDMATERIALS AND/OR EQUIPMENT AS INDICATED WITHIN THE SPACE.
13. GENERAL CONTRACTOR TO COORDINATE WITH THE BUILDING MANAGEMENT AND CLIENT AS TO THEPROTECTION AND/OR STORAGE OF ANY ITEMS TO BE SAVED FROM DEMOLITION.
14. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
15. GENERAL CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
16. GENERAL CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY DEMOLITION AND CONSTRUCTION IN "AREA OF WORK".
17. ALL EXISTING WALLS, COLUMNS, & PERIMETER PIERS TO REMAIN IN "AREA OF WORK" ARE TO BE PATCHEDAND REPAIRED TO RECEIVE NEW FINISHES.
18. GENERAL CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TOREMAIN.
19. GENERAL CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS ANDSERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION.
20. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER DEMOLITIONAND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.
21. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS STATED INTHE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.
22. DEMOLITION CONTRACTOR TO REMOVE ANY AND ALL DOORS, FRAMES AND HARDWARE IN THE EFFECTEDAREAS AND CONSULT WITH BUILDING MANAGER FOR ANY DOORS/FRAMES OR HARDWARE THAT THELANDLORD MIGHT WANT TO REUSE.
23. REMOVE AND CAP ALL ELECTRICAL AND DATA NOT BEING REUSED IN AREAS OF WORK. COORDINATE WITHELECTRICAL DRAWINGS.
24. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL BECONTRACTED SEPARATELY, IF REQUIRED.
25. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING DEMOLITION OR ANY STAGE OF THE WORK,SHALL BE REPAIRED BY THE GENERAL CONTRACTOR AT THEIR OWN EXPENSE TO "LIKE NEW" CONDITION. ITSHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANY PREEXISTING DAMAGE ANDNOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING OR BIDDING.
GENERAL NOTES
GENERAL STRUCTURAL NOTES
DEMOLITION NOTES
EQUIPMENT FENCES TO BE 8'-0" ABOVE THE LEVEL OF THE GROUND, CONSTRUCTED OF PLYWOOD, ANDMEET THE FOLLOWING ADDITIONAL REQUIREMENTS PER LL 47 OF 2013:
1. PAINTED HUNTER GREEN.2. INCLUDE VIEWING PANELS, AT A RATE OF ONE FOR EVERY 25 LINEAR FEET OF FRONTAGE, WITH A
MINIMUM OF ONE PER FRONTAGE. VIEWING PANELS MUST BE 12 X 12 INCHES IN SIZE AND MUST BEBLOCKED WITH PLEXIGLASS OR AN EQUIVALENT NON-FRANGIBLE MATERIAL. THE TOP OF THE VIEWINGPANEL MUST BE LOCATED NO MORE THAN 6 FEET ABOVE THE LEVEL OF THE GROUND, AND THEBOTTOM OF THE VIEWING PANEL MUST BE LOCATED NO LESS THAN 3 FEET ABOVE THE GROUND.
3. A PROJECT INFORMATION PANEL MUST BE POSTED ON THE FENCE ON EACH PERIMETER FRONTING APUBLIC THOROUGHFARE. WHERE THE PERIMETER IS MORE THAN 150 FEET IN LENGTH, A PROJECTINFORMATION PANEL MUST BE POSTED AT EACH CORNER. THE PANELS MUST BE POSTED ON THEFENCE AT A HEIGHT OF 4 FEET ABOVE THE GROUND, MEASURED FROM THE GROUND TO THE BOTTOMEDGE OF THE PANEL.
4. EXCEPTION: ONE-, TWO-, OR THREE-FAMILY DWELLINGS.
EQUIPMENT FENCE NOTES
ZONING INFORMATIONADDRESS: 66 WEST 9TH STREET
NEW YORK, NY 10011
BLOCK: 572LOT: 8COMMUNITY BOARD: 102ZONING DISTRICT: C4-5SPECIAL DISTRICT: LC - LIMITED COMMERCIALZONING MAP: 12CLANDMARKS STATUS: L - LANDMARK
BUILDING INFORMATIONBIN: 1009410APPLICABLE CODES: NYC 1968, 2014CONSTRUCTION TYPE: IIBOCCUPANCY: J-2 / R-2 - RESIDENTIAL
C / M - MERCANTILE
SITE PLAN (NTS)
1. EGRESS - CONSTRUCTION OPERATION WILL NOT BLOCK HALLWAYS, STAIRS OR MEANS OFEGRESS FOR TENANTS OF THE BUILDING. AT ALL TIMES IN THE COURSE OFCONSTRUCTION CONTRACTOR SHALL MAKE FOR ADEQUATE EGRESS AS REQUIRED BYTHIS CODE AND THE TENANT PROTECTION PLAN SHALL IDENTIFY THE EGRESS THAT WILLBE PROVIDED. REQUIRED EGRESS SHALL NOT BE OBSTRUCTED AT ANY TIME EXCEPTWHERE APPROVED BY THE COMMISSIONER.
2. FIRE SAFETY - ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECTTO OCCUPIED DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BYTHE CONSTRUCTION SHALL BE STRICTLY OBSERVED BY THE OWNER AND CONTRACTOR.
3. HEALTH REQUIREMENTS - SPECIFICATION OF METHODS TO BE USED FOR CONTROL OFDUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OFSANITARY FACILITIES AND LIMITATION OF NOISE ACCEPTABLE LEVELS SHALL BE INCLUDEDBY THE CONTRACTOR
4. COMPLIANCE WITH HOUSING STANDARDS - THE REQUIREMENTS OF THE NEW YORK CITYHOUSING MAINTENANCE CODE, AND WHERE APPLICABLE, THE NEW YORK STATE MULTIPLEDWELLING LAW SHALL BE STRICTLY OBSERVED.
5. STRUCTURAL SAFETY - CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURINGCONSTRUCTION ACTIVITY TO SAFEGUARD THE PROPERTY OF THE BUILDING AND OTHERTENANTS AND THE OWNER. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGERTHE OCCUPANTS.
6. NOISE RESTRICTIONS - WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICHCONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED PURSUANT TO THE NEW YORKCITY NOISE CONTROL CODE, SUCH LIMITATIONS ON PERMITS SHALL BE POSTED BY THECONTRACTOR AT THE JOB SITE.
7. MAINTAINING ESSENTIAL SERVICES - CONSTRUCTION OPERATION WILL NOT AFFECT THEMAINTENANCE OF HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR OTHER UTILITYSERVICES IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK CITY HOUSINGMAINTENANCE CODE. NO DISRUPTION OF ANY SUCH SERVICE IS ANTICIPATED DURING THECONSTRUCTION OPERATION.
8. OTHER REQUIREMENTS - SEE ITEMS 9 TO 11 BELOW.9. PUBLIC AVAILABILITY OF TENANT PROTECTION PLAN - TENANTS WILL HAVE ACCESS TO THE
TPP UPON SUBMITTING REQUEST DIRECTLY TO THE OWNER.10. COPY OF TENANT PROTECTION PLAN UPON REQUEST - OWNER IS REQUIRED TO PROVIDE
A COPY OF THE TPP TO A TENANT UPON REQUEST.11. NOTICE TO OCCUPANTS - OWNER IS REQUIRED TO DISTRIBUTE A NOTICE ABOUT THE TPP
TO EACH OCCUPIED DWELLING UNIT OR POST A NOTICE REGARDING THE TPP IN THEBUILDING LOBBY, AS WELL AS ON EACH FLOOR WITHIN 10 FEET OF THE ELEVATOR. THENOTICE MUST INCLUDE:
(I) A STATEMENT THAT OCCUPANTS OF THE BUILDING MAY OBTAIN A PAPER COPY OF THETPP FROM THE OWNER AND MAY ACCESS THE TPP ON THE DEPARTMENT’S WEBSITE,
(II) THE NAME AND CONTACT INFORMATION OF THE SITE SAFETY MANAGER, SITE SAFETYCOORDINATOR, OR CONSTRUCTION SUPERINTENDENT, AS APPLICABLE, OR, IF THERE ISNO SITE SAFETY MANAGER, SITE SAFETY COORDINATOR OR SUPERINTENDENT OFCONSTRUCTION, THE NAME AND CONTACT INFORMATION OF THE OWNER OF THEBUILDING OR THE OWNER’S DESIGNEE, ANDTHAT COMPLAINTS CAN BE MADE TO 311 REGARDING THE WORK.
TENANT SAFETY AND PROTECTION NOTES
FEMA / FLOOD ZONE INFORMATIONTHIS SITE IS NOT LOCATED IN A FEMA FLOOD ZONE.
IN ACCORDANCE WITH THE CITY OF NEW YORK BUILDING CODE, THE OWNER WILL BE REQUIRED TO RETAIN ASPECIAL INSPECTOR AND A TESTING AGENCY TO MONITOR CONSTRUCTION OF ALL PHASES OF CONSTRUCTIONOF STRUCTURAL ELEMENTS.
AT A MINIMUM, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FOLLOWING SPECIALINSPECTIONS:
1. CONCRETE - CAST-IN-PLACE BC 1704.42. STRUCTURAL STABILITY - EXISTING BUILDINGS BC 1704.20.13. FINAL INSPECTION BC 110.5
TR2 & TR3 WAIVER:THE TOTAL STRUCTURAL CONCRETE SPECIFIED FOR THE PROJECT IS LESS THAN 50 CUBIC YARDS, THESTRUCTURAL DESIGN OF THE CONCRETE IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH, NO GRATERTHAN 2,500 POUNDS PER SQUARE INCH (PSI) REGARDLESS OF THE COMPRESSIVE STRENGTH SPECIFIED IN THECONSTRUCTION DOCUMENTS OR USED IN THE CONSTRUCTION AND THE CONCRETE TO BE PLACED ISSPECIFIED TO HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4,000 PSI. THE WORK MEETS THE EXEMPTIONCRITERIA OF BUILDING BULLETIN 2009-026, ITEM IV AND I HEREBY ELECT TO WAIVE THE REQUIREMENT OFCONCRETE TESTING AND OF THE TR2 FORM AND /OR TR3 FORMS.
ALL WELDED AND BOLTED CONNECTIONS HAVE BEEN DESIGNED TO WITHSTAND DOUBLE THE IMPOSEDLOADING. CONNECTION INSPECTION IS THEREFORE NOT REQUIRED.
SPECIAL INSPECTIONS & PROGRESS INSPECTIONS
DRAWING LIST
PROVISION
BUILDING MECHANICAL
MECHANICAL SYSTEMS
SCOPE OF WORK
THE SCOPE OF WORK IS LIMITED TO EXTERIOR BUILDING ACCESS COMPONENTS. PER C503.1 THIS IS ANALTERATION OF AN EXISTING BUILDING WITH NO CHANGE TO BUILDING ENVELOPE OR INTERIOR PARTITIONS,LUMINARIES, OR SPACE CONDITIONING WITHIN THE SPACE, IT THEREFORE DOESN'T MEET THE THRESHOLDREQUIRED FOR A FULL NYCECC ENERGY ANALYSIS.
CODE CITATION
NO CHANGE TO EXISTING SYSTEMS
NO CHANGE TO EXISTING SYSTEM
502.1.2, 502.2 (1)
503
ENERGY ANALYSIS(TABULAR ANALYSIS: PRESCRIPTIVE)
ROOF ASSEMBLY
WALLS
FLOORS
BUILDING ENVELOPE
PROPOSED DESIGN VALUE
CONTROLS 505.2
BUILDING LIGHTING
DOORS
NO CHANGE TO EXISTING SYSTEM
FENESTRATION
INTERIOR POWER
502.3, 502.4
EXTERIOR POWER
505.5
505.6
BUILDING SERVICE WATER HEATING
SERVICE WATER HEATING NO CHANGE TO EXISTING SYSTEM 504.2
STATEMENT OF COMPLIANCE
TO THE JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE NEW YORK CITYENERGY CODE. PROPOSED WORK MEETS THE GUIDELINE AND PRESCRIPTION IN THE 2020 NYCECC.
· 3201.7: ALTERATIONS TO EXISTING ENCROACHEMNTS: ALTERATIONS TO EXISTING ENCROACHMENTS BEYOND THEPROPERTY LINE MAY BE PERMITTED IN WHOLE OR IN PART, PROVIDED THAT SUCH ALTERATIONS CONFORM WITHTHE REQUIREMENTS OF THIS CHAPTER.
· 3202.2.2.1 RAMPS: WHEN A BUILDING ERECTED PRIOR TO DECEMBER 6, 1969, IS ALTERED TO PROVIDE ACCESS TOINDIVIDUALS WHO USE WHEELCHAIRS, RAMPS CONSTRUCTED TO PROVIDE SUCH ACCESS MAY, WITH THEAPPROVAL OF THE COMMISSIONER, PROJECT BEYOND THE STREET LINE FOR A DISTANCE OF NOT MORE THAN 44INCHES (1118 MM). RAMPS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 11.
BUILDING CODE NOTES
1. SEE ALL DRAWINGS AND DRAWINGS OF OTHER DISCIPLINES FOR ADDITIONAL NOTES ANDSPECIFICATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDING RULESAND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICT ARISEBETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERETHEY ARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
3. CONTRACTOR SHALL COORDINATE ALL PHASES OF REMOVAL FOR THE PROJECT AND NOTIFY THEARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULDINTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OFDEMOLITION.
4. CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
5. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING REMOVAL ANDCONSTRUCTION INCLUDING ALL STROBES.
6. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESSOTHERWISE NOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
7. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL DEBRIS AND DISCARDED MATERIALS AND/OREQUIPMENT AS INDICATED WITHIN THE SPACE.
8. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
9. CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY THE REMOVAL WORK AND CONSTRUCTION IN "AREA OF WORK".
11. CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TO REMAIN.12. CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS AND
SERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO REMOVAL WORK.13. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER
DEMOLITION AND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.14. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS
STATED IN THE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.15. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL
BE CONTRACTED SEPARATELY, IF REQUIRED.16. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING THE REMOVAL WORK OR AT ANY
STAGE OF THE CONSTRUCTION, SHALL BE REPAIRED BY THE CONTRACTOR AT THEIR OWN EXPENSETO "LIKE NEW" CONDITION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANYPREEXISTING DAMAGE AND NOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING ORBIDDING.
REMOVAL NOTES
EXIST.OFFICE
EXIST.RESTROOM
SCOPE OF WORK
77'-6"
43'-8
"
WEST 9TH STREET
AVEN
UE O
F TH
E AM
ERIC
AS
BLOCK 572LOT 8
PROPERTY LINE
EXISTING EXITS
6'-6"
PROJECT No:
CHECKED BY:
DRAWING BY:DESIGNED BY:
66 WEST 9TH STREETNEW YORK, NY
ISSUE DATES
of 5
00 09-22-2020 INITIAL FILING - ALT 2
200601
SW MANAGEMENTCLIENT:
ADA ACCESS RENOVATION
N
TITLE SHEET &GENERAL NOTES
1
PWRUAS
T-001
PROPOSED ALTERATION TO EXISTING NON-CONFORMING STAIR, TO INCLUDE INSTALLATION OF BARRIER-FREEOPERATORS, AUTOMATIC DOOR CLOSER, AND MOTORIZED INCLINE PLATFORM LIFT TO PROVIDE ADA ACCESS. NOCHANGE TO ZONING, USE, EGRESS, OR OCCUPANCIES.
BMBOT
B/CF
CIPCJP
CLCLRCMU
CONCCY
DET
BEAMBOTTOMBOTTOM OFCUBIC FEETCAST IN PLACE CONCRETECOMPLETE JOINTPENETRATION WELDCENTER LINECLEARCONCRETE MASONRY UNITCONCRETECUBIC YARDDETAIL
DWGEL
EWEXFTK
KSFLDLF
LLHLLV
MAXMINNIS
NTS
DRAWINGELEVATIONEACH WAYEXISTINGFEET, FOOTKIPSKIPS PER SQUARE FOOTDEVELOPMENT LENGTHLINEAR FEETLONG LEG HORIZONTALLONG LEG VERTICALMAXIMUMMINIMUMNOT IN SCOPENOT TO SCALE
PLOC
PSFPSI
REINFSF
SOGT/
T&BTEMP
TYPUNO
VIFWWF
PLATEON CENTERPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHREINFORCEMENTSQUARE FEETSLAB ON GRADETOP OFTOP AND BOTTOMTEMPORARYTYPICALUNLESS NOTED OTHERWISEVERIFY IN FIELDWELDED WIRE FABRIC
SCOPE OF WORK
ABBREVIATIONS
66 West 9th Street - ADA Access Renovation at Convenience Stair
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHERDISCIPLINES AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OFOTHER TRADES AS TO OPENINGS, SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS AND OTHERITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. CONTRACTOR SHALL VERIFY DIMENSIONSAND LOCATIONS OF THESE ITEMS BEFORE WORK IS COMMENCED OR CONCRETE IS PLACED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS ANDREGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION ASTO SAFETY PRECAUTIONS AND PROGRAMS.
3. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTORSHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THESTRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEENCOMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTIONBRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THECONTRACTOR.
4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OFPROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLERESPONSIBILITY OF THE CONTRACTOR.
5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARENOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TOAPPROVAL BY THE ENGINEER.
6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTEDSHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGEAND ERECTION IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONS AND REQUIREMENTS.
7. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOTEXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. DO NOT APPLY ANYCONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER ANDUNTIL ALL TEMPORARY BRACING IS IN PLACE.
8. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS, UNLESSOTHERWISE NOTED.
9. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAYADVERSELY AFFECT THE WORK OR COST THEREOF.
10. THE CONTRACTOR SHALL ADEQUATELY BRACE, SHORE, AND SUPPORT THE STRUCTURE DURING THEENTIRE CONSTRUCTION PERIOD.
11. FIELD MEASUREMENTS SHALL BE TAKEN AT THE SITE BY THE CONTRACTOR TO VERIFY ANDSUPPLEMENT ALL DIMENSIONS AND ADDITIONS AFFECTED BY EXISTING WORK OR NEW WORK THATHAS ALREADY BEEN INSTALLED. ANY DISCREPANCIES FROM THE INFORMATION SHOWN ON PLANSSHALL BE REPORTED TO AND COORDINATED WITH THE ARCHITECT.
1. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF ALL APPLICABLE CODES,INCLUDING THE BUILDING CODE OF THE CITY OF NEW YORK.
2. CONTRACTOR MUST INSPECT PREMISES CAREFULLY BEFORE STARTING WORK. CONTRACTOR SHALLASSUME RESPONSIBILITY FOR ALL EXISTING CONDITIONS AS THEY AFFECT HIS WORK.
3. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWNMEASUREMENTS IN THE FIELD, SHOP DRAWINGS, AND FINAL FITTING OF ALL WORK.
4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE TENANT AND THE BUILDING MANAGEMENT.5. CONTRACTOR SHALL REMOVE ALL RUBBISH LEAVING PREMISES BROOM CLEAN AFTER EACH DAY'S WORK.6. ALL WORK IS SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER.7. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS INCLUDING BUILDING PERMIT FROM DEPARTMENT
OF BUILDINGS.8. CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSURANCE, WITH COVERAGES APPROVED BY OWNER
BEFORE COMMENCING WORK.9. ALL PLUMBING WORK TO BE PERFORMED BY A LICENSED PLUMBER.10. ALL ELECTRICAL WORK TO BE FILED FOR UNDER SEPARATE APPLICATION.11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REMOVAL AND RELOCATION NECESSARY TO COMPLETE
THE WORK. 12. 8'-0" HIGH PLYWOOD EQUIPMENT FENCE TO SURROUND THE AREA OF WORK ON ALL EXPOSED SIDES, AND
TO BE LOCATED WITHIN 3'-0" OF THE PROPERTY LINE. FENCE SHALL MEET THE REQUIREMENTSELABORATED IN THE EQUIPMENT FENCE NOTES, SHEET T-001.
1. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDINGRULES AND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICTARISE BETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERE THEYARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
2. GENERAL CONTRACTOR TO COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THESATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OF DEMOLITION.
3. GENERAL CONTRACTOR TO PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
4. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING DEMOLITION ANDCONSTRUCTION INCLUDING ALL STROBES.
5. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESS OTHERWISENOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
6. SEE ENGINEERING DRAWINGS FOR THE REMOVAL OF EXISTING A/C UNITS, IN ADDITION CONSULT WITHBOTH THE BUILDING MANAGEMENT/LANDLORD AND THE DESIGNER PRIOR TO ITS REMOVAL.
7. SEE ENGINEERING DRAWINGS AND NOTES FOR ADDITIONAL DEMOLITION REQUIREMENTS WHEN REFERRINGTO HVAC, SPRINKLER, PLUMBING, ELECTRICAL, FIRE ALARM AND COMMUNICATION.
8. ANY AND ALL ELECTRICAL/DATA AND TELEPHONE DEVICES, WIRING, CABLES , CONDUITS, ETC. TO BEREMOVE SHALL BE REVIEWED BY BUILDING MANAGEMENT, CLIENT CONSULTING ENGINEER AND ANY OTHERCONSULTANT DEEMED NECESSARY PRIOR TO ANY WORK.
9. ANY REMOVAL OF SUCH ELECTRICAL EQUIPMENT SHALL BE DONE IN SUCH A WAY AS TO ALLOW THEOPERATIONS OF ADJACENT FLOORS TO CONTINUE WITHOUT INTERRUPTION OF ANY SERVICE DURINGDEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NEEDED IN ORDER TOCOMPLY WITH THIS REQUIREMENT.
10. DEMOLITION CONTRACTOR TO CONSULT WITH BUILDING MANAGEMENT WHEN REMAINING CONDUITS ANDCABLES THAT MAYBE ACTIVE. IF SERVICE IS DISRUPTED CONTRACTOR TO INCLUDE ALL REPAIRS ASREQUIRED TO ANY CABLES AND CONDUITS.
11. PRIOR TO DEMOLITION, G.C. TO REVIEW WITH VOICE/DATA CONSULTANT FOR THE REMOVAL OF ANY ANDALL VOICE/DATA CONDUIT, CABLES AND EQUIPMENT.
12. GENERAL CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL DEBRIS AND DISCARDEDMATERIALS AND/OR EQUIPMENT AS INDICATED WITHIN THE SPACE.
13. GENERAL CONTRACTOR TO COORDINATE WITH THE BUILDING MANAGEMENT AND CLIENT AS TO THEPROTECTION AND/OR STORAGE OF ANY ITEMS TO BE SAVED FROM DEMOLITION.
14. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
15. GENERAL CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
16. GENERAL CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY DEMOLITION AND CONSTRUCTION IN "AREA OF WORK".
17. ALL EXISTING WALLS, COLUMNS, & PERIMETER PIERS TO REMAIN IN "AREA OF WORK" ARE TO BE PATCHEDAND REPAIRED TO RECEIVE NEW FINISHES.
18. GENERAL CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TOREMAIN.
19. GENERAL CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS ANDSERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION.
20. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER DEMOLITIONAND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.
21. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS STATED INTHE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.
22. DEMOLITION CONTRACTOR TO REMOVE ANY AND ALL DOORS, FRAMES AND HARDWARE IN THE EFFECTEDAREAS AND CONSULT WITH BUILDING MANAGER FOR ANY DOORS/FRAMES OR HARDWARE THAT THELANDLORD MIGHT WANT TO REUSE.
23. REMOVE AND CAP ALL ELECTRICAL AND DATA NOT BEING REUSED IN AREAS OF WORK. COORDINATE WITHELECTRICAL DRAWINGS.
24. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL BECONTRACTED SEPARATELY, IF REQUIRED.
25. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING DEMOLITION OR ANY STAGE OF THE WORK,SHALL BE REPAIRED BY THE GENERAL CONTRACTOR AT THEIR OWN EXPENSE TO "LIKE NEW" CONDITION. ITSHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANY PREEXISTING DAMAGE ANDNOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING OR BIDDING.
GENERAL NOTES
GENERAL STRUCTURAL NOTES
DEMOLITION NOTES
EQUIPMENT FENCES TO BE 8'-0" ABOVE THE LEVEL OF THE GROUND, CONSTRUCTED OF PLYWOOD, ANDMEET THE FOLLOWING ADDITIONAL REQUIREMENTS PER LL 47 OF 2013:
1. PAINTED HUNTER GREEN.2. INCLUDE VIEWING PANELS, AT A RATE OF ONE FOR EVERY 25 LINEAR FEET OF FRONTAGE, WITH A
MINIMUM OF ONE PER FRONTAGE. VIEWING PANELS MUST BE 12 X 12 INCHES IN SIZE AND MUST BEBLOCKED WITH PLEXIGLASS OR AN EQUIVALENT NON-FRANGIBLE MATERIAL. THE TOP OF THE VIEWINGPANEL MUST BE LOCATED NO MORE THAN 6 FEET ABOVE THE LEVEL OF THE GROUND, AND THEBOTTOM OF THE VIEWING PANEL MUST BE LOCATED NO LESS THAN 3 FEET ABOVE THE GROUND.
3. A PROJECT INFORMATION PANEL MUST BE POSTED ON THE FENCE ON EACH PERIMETER FRONTING APUBLIC THOROUGHFARE. WHERE THE PERIMETER IS MORE THAN 150 FEET IN LENGTH, A PROJECTINFORMATION PANEL MUST BE POSTED AT EACH CORNER. THE PANELS MUST BE POSTED ON THEFENCE AT A HEIGHT OF 4 FEET ABOVE THE GROUND, MEASURED FROM THE GROUND TO THE BOTTOMEDGE OF THE PANEL.
4. EXCEPTION: ONE-, TWO-, OR THREE-FAMILY DWELLINGS.
EQUIPMENT FENCE NOTES
ZONING INFORMATIONADDRESS: 66 WEST 9TH STREET
NEW YORK, NY 10011
BLOCK: 572LOT: 8COMMUNITY BOARD: 102ZONING DISTRICT: C4-5SPECIAL DISTRICT: LC - LIMITED COMMERCIALZONING MAP: 12CLANDMARKS STATUS: L - LANDMARK
BUILDING INFORMATIONBIN: 1009410APPLICABLE CODES: NYC 1968, 2014CONSTRUCTION TYPE: IIBOCCUPANCY: J-2 / R-2 - RESIDENTIAL
C / M - MERCANTILE
SITE PLAN (NTS)
1. EGRESS - CONSTRUCTION OPERATION WILL NOT BLOCK HALLWAYS, STAIRS OR MEANS OFEGRESS FOR TENANTS OF THE BUILDING. AT ALL TIMES IN THE COURSE OFCONSTRUCTION CONTRACTOR SHALL MAKE FOR ADEQUATE EGRESS AS REQUIRED BYTHIS CODE AND THE TENANT PROTECTION PLAN SHALL IDENTIFY THE EGRESS THAT WILLBE PROVIDED. REQUIRED EGRESS SHALL NOT BE OBSTRUCTED AT ANY TIME EXCEPTWHERE APPROVED BY THE COMMISSIONER.
2. FIRE SAFETY - ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECTTO OCCUPIED DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BYTHE CONSTRUCTION SHALL BE STRICTLY OBSERVED BY THE OWNER AND CONTRACTOR.
3. HEALTH REQUIREMENTS - SPECIFICATION OF METHODS TO BE USED FOR CONTROL OFDUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OFSANITARY FACILITIES AND LIMITATION OF NOISE ACCEPTABLE LEVELS SHALL BE INCLUDEDBY THE CONTRACTOR
4. COMPLIANCE WITH HOUSING STANDARDS - THE REQUIREMENTS OF THE NEW YORK CITYHOUSING MAINTENANCE CODE, AND WHERE APPLICABLE, THE NEW YORK STATE MULTIPLEDWELLING LAW SHALL BE STRICTLY OBSERVED.
5. STRUCTURAL SAFETY - CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURINGCONSTRUCTION ACTIVITY TO SAFEGUARD THE PROPERTY OF THE BUILDING AND OTHERTENANTS AND THE OWNER. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGERTHE OCCUPANTS.
6. NOISE RESTRICTIONS - WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICHCONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED PURSUANT TO THE NEW YORKCITY NOISE CONTROL CODE, SUCH LIMITATIONS ON PERMITS SHALL BE POSTED BY THECONTRACTOR AT THE JOB SITE.
7. MAINTAINING ESSENTIAL SERVICES - CONSTRUCTION OPERATION WILL NOT AFFECT THEMAINTENANCE OF HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR OTHER UTILITYSERVICES IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK CITY HOUSINGMAINTENANCE CODE. NO DISRUPTION OF ANY SUCH SERVICE IS ANTICIPATED DURING THECONSTRUCTION OPERATION.
8. OTHER REQUIREMENTS - SEE ITEMS 9 TO 11 BELOW.9. PUBLIC AVAILABILITY OF TENANT PROTECTION PLAN - TENANTS WILL HAVE ACCESS TO THE
TPP UPON SUBMITTING REQUEST DIRECTLY TO THE OWNER.10. COPY OF TENANT PROTECTION PLAN UPON REQUEST - OWNER IS REQUIRED TO PROVIDE
A COPY OF THE TPP TO A TENANT UPON REQUEST.11. NOTICE TO OCCUPANTS - OWNER IS REQUIRED TO DISTRIBUTE A NOTICE ABOUT THE TPP
TO EACH OCCUPIED DWELLING UNIT OR POST A NOTICE REGARDING THE TPP IN THEBUILDING LOBBY, AS WELL AS ON EACH FLOOR WITHIN 10 FEET OF THE ELEVATOR. THENOTICE MUST INCLUDE:
(I) A STATEMENT THAT OCCUPANTS OF THE BUILDING MAY OBTAIN A PAPER COPY OF THETPP FROM THE OWNER AND MAY ACCESS THE TPP ON THE DEPARTMENT’S WEBSITE,
(II) THE NAME AND CONTACT INFORMATION OF THE SITE SAFETY MANAGER, SITE SAFETYCOORDINATOR, OR CONSTRUCTION SUPERINTENDENT, AS APPLICABLE, OR, IF THERE ISNO SITE SAFETY MANAGER, SITE SAFETY COORDINATOR OR SUPERINTENDENT OFCONSTRUCTION, THE NAME AND CONTACT INFORMATION OF THE OWNER OF THEBUILDING OR THE OWNER’S DESIGNEE, ANDTHAT COMPLAINTS CAN BE MADE TO 311 REGARDING THE WORK.
TENANT SAFETY AND PROTECTION NOTES
FEMA / FLOOD ZONE INFORMATIONTHIS SITE IS NOT LOCATED IN A FEMA FLOOD ZONE.
IN ACCORDANCE WITH THE CITY OF NEW YORK BUILDING CODE, THE OWNER WILL BE REQUIRED TO RETAIN ASPECIAL INSPECTOR AND A TESTING AGENCY TO MONITOR CONSTRUCTION OF ALL PHASES OF CONSTRUCTIONOF STRUCTURAL ELEMENTS.
AT A MINIMUM, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FOLLOWING SPECIALINSPECTIONS:
1. CONCRETE - CAST-IN-PLACE BC 1704.42. STRUCTURAL STABILITY - EXISTING BUILDINGS BC 1704.20.13. FINAL INSPECTION BC 110.5
TR2 & TR3 WAIVER:THE TOTAL STRUCTURAL CONCRETE SPECIFIED FOR THE PROJECT IS LESS THAN 50 CUBIC YARDS, THESTRUCTURAL DESIGN OF THE CONCRETE IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH, NO GRATERTHAN 2,500 POUNDS PER SQUARE INCH (PSI) REGARDLESS OF THE COMPRESSIVE STRENGTH SPECIFIED IN THECONSTRUCTION DOCUMENTS OR USED IN THE CONSTRUCTION AND THE CONCRETE TO BE PLACED ISSPECIFIED TO HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4,000 PSI. THE WORK MEETS THE EXEMPTIONCRITERIA OF BUILDING BULLETIN 2009-026, ITEM IV AND I HEREBY ELECT TO WAIVE THE REQUIREMENT OFCONCRETE TESTING AND OF THE TR2 FORM AND /OR TR3 FORMS.
ALL WELDED AND BOLTED CONNECTIONS HAVE BEEN DESIGNED TO WITHSTAND DOUBLE THE IMPOSEDLOADING. CONNECTION INSPECTION IS THEREFORE NOT REQUIRED.
SPECIAL INSPECTIONS & PROGRESS INSPECTIONS
DRAWING LIST
PROVISION
BUILDING MECHANICAL
MECHANICAL SYSTEMS
SCOPE OF WORK
THE SCOPE OF WORK IS LIMITED TO EXTERIOR BUILDING ACCESS COMPONENTS. PER C503.1 THIS IS ANALTERATION OF AN EXISTING BUILDING WITH NO CHANGE TO BUILDING ENVELOPE OR INTERIOR PARTITIONS,LUMINARIES, OR SPACE CONDITIONING WITHIN THE SPACE, IT THEREFORE DOESN'T MEET THE THRESHOLDREQUIRED FOR A FULL NYCECC ENERGY ANALYSIS.
CODE CITATION
NO CHANGE TO EXISTING SYSTEMS
NO CHANGE TO EXISTING SYSTEM
502.1.2, 502.2 (1)
503
ENERGY ANALYSIS(TABULAR ANALYSIS: PRESCRIPTIVE)
ROOF ASSEMBLY
WALLS
FLOORS
BUILDING ENVELOPE
PROPOSED DESIGN VALUE
CONTROLS 505.2
BUILDING LIGHTING
DOORS
NO CHANGE TO EXISTING SYSTEM
FENESTRATION
INTERIOR POWER
502.3, 502.4
EXTERIOR POWER
505.5
505.6
BUILDING SERVICE WATER HEATING
SERVICE WATER HEATING NO CHANGE TO EXISTING SYSTEM 504.2
STATEMENT OF COMPLIANCE
TO THE JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE NEW YORK CITYENERGY CODE. PROPOSED WORK MEETS THE GUIDELINE AND PRESCRIPTION IN THE 2020 NYCECC.
· 3201.7: ALTERATIONS TO EXISTING ENCROACHEMNTS: ALTERATIONS TO EXISTING ENCROACHMENTS BEYOND THEPROPERTY LINE MAY BE PERMITTED IN WHOLE OR IN PART, PROVIDED THAT SUCH ALTERATIONS CONFORM WITHTHE REQUIREMENTS OF THIS CHAPTER.
· 3202.2.2.1 RAMPS: WHEN A BUILDING ERECTED PRIOR TO DECEMBER 6, 1969, IS ALTERED TO PROVIDE ACCESS TOINDIVIDUALS WHO USE WHEELCHAIRS, RAMPS CONSTRUCTED TO PROVIDE SUCH ACCESS MAY, WITH THEAPPROVAL OF THE COMMISSIONER, PROJECT BEYOND THE STREET LINE FOR A DISTANCE OF NOT MORE THAN 44INCHES (1118 MM). RAMPS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 11.
BUILDING CODE NOTES
1. SEE ALL DRAWINGS AND DRAWINGS OF OTHER DISCIPLINES FOR ADDITIONAL NOTES ANDSPECIFICATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDING RULESAND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICT ARISEBETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERETHEY ARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
3. CONTRACTOR SHALL COORDINATE ALL PHASES OF REMOVAL FOR THE PROJECT AND NOTIFY THEARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULDINTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OFDEMOLITION.
4. CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
5. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING REMOVAL ANDCONSTRUCTION INCLUDING ALL STROBES.
6. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESSOTHERWISE NOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
7. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL DEBRIS AND DISCARDED MATERIALS AND/OREQUIPMENT AS INDICATED WITHIN THE SPACE.
8. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
9. CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY THE REMOVAL WORK AND CONSTRUCTION IN "AREA OF WORK".
11. CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TO REMAIN.12. CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS AND
SERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO REMOVAL WORK.13. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER
DEMOLITION AND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.14. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS
STATED IN THE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.15. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL
BE CONTRACTED SEPARATELY, IF REQUIRED.16. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING THE REMOVAL WORK OR AT ANY
STAGE OF THE CONSTRUCTION, SHALL BE REPAIRED BY THE CONTRACTOR AT THEIR OWN EXPENSETO "LIKE NEW" CONDITION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANYPREEXISTING DAMAGE AND NOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING ORBIDDING.
REMOVAL NOTES
9SITE PLAN - ADA Turning Options/Ramp
Retail A
Edge of Existing Stiars
Turnaround required for ADA
* Ramp length range required 45’ to 58’
50’-0”
Lower level: Retail A exit/ Retail C entry/exit
3'-0"
5'-8"
3'-6"
2'-4"
2'-11
"4'-
1"4'-
3"
PROPERTY LINE
WEST 9TH STREET
6'-6"
6'-0"
1
2
3
4
5
UP
EXIST.OFFICE
EXIST.RESTROOM
SCOPE OF WORK
77'-6"
43'-8
"
WEST 9TH STREET
AVEN
UE O
F TH
E AM
ERIC
AS
BLOCK 572LOT 8
PROPERTY LINE
EXISTING EXITS
6'-6"
PROJECT No:
CHECKED BY:
DRAWING BY:DESIGNED BY:
66 WEST 9TH STREETNEW YORK, NY
ISSUE DATES
of 5
00 09-22-2020 INITIAL FILING - ALT 2
200601
SW MANAGEMENTCLIENT:
ADA ACCESS RENOVATION
N
TITLE SHEET &GENERAL NOTES
1
PWRUAS
T-001
PROPOSED ALTERATION TO EXISTING NON-CONFORMING STAIR, TO INCLUDE INSTALLATION OF BARRIER-FREEOPERATORS, AUTOMATIC DOOR CLOSER, AND MOTORIZED INCLINE PLATFORM LIFT TO PROVIDE ADA ACCESS. NOCHANGE TO ZONING, USE, EGRESS, OR OCCUPANCIES.
BMBOT
B/CF
CIPCJP
CLCLRCMU
CONCCY
DET
BEAMBOTTOMBOTTOM OFCUBIC FEETCAST IN PLACE CONCRETECOMPLETE JOINTPENETRATION WELDCENTER LINECLEARCONCRETE MASONRY UNITCONCRETECUBIC YARDDETAIL
DWGEL
EWEXFTK
KSFLDLF
LLHLLV
MAXMINNIS
NTS
DRAWINGELEVATIONEACH WAYEXISTINGFEET, FOOTKIPSKIPS PER SQUARE FOOTDEVELOPMENT LENGTHLINEAR FEETLONG LEG HORIZONTALLONG LEG VERTICALMAXIMUMMINIMUMNOT IN SCOPENOT TO SCALE
PLOC
PSFPSI
REINFSF
SOGT/
T&BTEMP
TYPUNO
VIFWWF
PLATEON CENTERPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHREINFORCEMENTSQUARE FEETSLAB ON GRADETOP OFTOP AND BOTTOMTEMPORARYTYPICALUNLESS NOTED OTHERWISEVERIFY IN FIELDWELDED WIRE FABRIC
SCOPE OF WORK
ABBREVIATIONS
66 West 9th Street - ADA Access Renovation at Convenience Stair
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHERDISCIPLINES AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OFOTHER TRADES AS TO OPENINGS, SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS AND OTHERITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. CONTRACTOR SHALL VERIFY DIMENSIONSAND LOCATIONS OF THESE ITEMS BEFORE WORK IS COMMENCED OR CONCRETE IS PLACED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS ANDREGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION ASTO SAFETY PRECAUTIONS AND PROGRAMS.
3. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTORSHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THESTRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEENCOMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTIONBRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THECONTRACTOR.
4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OFPROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLERESPONSIBILITY OF THE CONTRACTOR.
5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARENOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TOAPPROVAL BY THE ENGINEER.
6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTEDSHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGEAND ERECTION IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONS AND REQUIREMENTS.
7. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOTEXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. DO NOT APPLY ANYCONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER ANDUNTIL ALL TEMPORARY BRACING IS IN PLACE.
8. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS, UNLESSOTHERWISE NOTED.
9. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAYADVERSELY AFFECT THE WORK OR COST THEREOF.
10. THE CONTRACTOR SHALL ADEQUATELY BRACE, SHORE, AND SUPPORT THE STRUCTURE DURING THEENTIRE CONSTRUCTION PERIOD.
11. FIELD MEASUREMENTS SHALL BE TAKEN AT THE SITE BY THE CONTRACTOR TO VERIFY ANDSUPPLEMENT ALL DIMENSIONS AND ADDITIONS AFFECTED BY EXISTING WORK OR NEW WORK THATHAS ALREADY BEEN INSTALLED. ANY DISCREPANCIES FROM THE INFORMATION SHOWN ON PLANSSHALL BE REPORTED TO AND COORDINATED WITH THE ARCHITECT.
1. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF ALL APPLICABLE CODES,INCLUDING THE BUILDING CODE OF THE CITY OF NEW YORK.
2. CONTRACTOR MUST INSPECT PREMISES CAREFULLY BEFORE STARTING WORK. CONTRACTOR SHALLASSUME RESPONSIBILITY FOR ALL EXISTING CONDITIONS AS THEY AFFECT HIS WORK.
3. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWNMEASUREMENTS IN THE FIELD, SHOP DRAWINGS, AND FINAL FITTING OF ALL WORK.
4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE TENANT AND THE BUILDING MANAGEMENT.5. CONTRACTOR SHALL REMOVE ALL RUBBISH LEAVING PREMISES BROOM CLEAN AFTER EACH DAY'S WORK.6. ALL WORK IS SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER.7. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS INCLUDING BUILDING PERMIT FROM DEPARTMENT
OF BUILDINGS.8. CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSURANCE, WITH COVERAGES APPROVED BY OWNER
BEFORE COMMENCING WORK.9. ALL PLUMBING WORK TO BE PERFORMED BY A LICENSED PLUMBER.10. ALL ELECTRICAL WORK TO BE FILED FOR UNDER SEPARATE APPLICATION.11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REMOVAL AND RELOCATION NECESSARY TO COMPLETE
THE WORK. 12. 8'-0" HIGH PLYWOOD EQUIPMENT FENCE TO SURROUND THE AREA OF WORK ON ALL EXPOSED SIDES, AND
TO BE LOCATED WITHIN 3'-0" OF THE PROPERTY LINE. FENCE SHALL MEET THE REQUIREMENTSELABORATED IN THE EQUIPMENT FENCE NOTES, SHEET T-001.
1. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDINGRULES AND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICTARISE BETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERE THEYARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
2. GENERAL CONTRACTOR TO COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THESATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OF DEMOLITION.
3. GENERAL CONTRACTOR TO PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
4. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING DEMOLITION ANDCONSTRUCTION INCLUDING ALL STROBES.
5. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESS OTHERWISENOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
6. SEE ENGINEERING DRAWINGS FOR THE REMOVAL OF EXISTING A/C UNITS, IN ADDITION CONSULT WITHBOTH THE BUILDING MANAGEMENT/LANDLORD AND THE DESIGNER PRIOR TO ITS REMOVAL.
7. SEE ENGINEERING DRAWINGS AND NOTES FOR ADDITIONAL DEMOLITION REQUIREMENTS WHEN REFERRINGTO HVAC, SPRINKLER, PLUMBING, ELECTRICAL, FIRE ALARM AND COMMUNICATION.
8. ANY AND ALL ELECTRICAL/DATA AND TELEPHONE DEVICES, WIRING, CABLES , CONDUITS, ETC. TO BEREMOVE SHALL BE REVIEWED BY BUILDING MANAGEMENT, CLIENT CONSULTING ENGINEER AND ANY OTHERCONSULTANT DEEMED NECESSARY PRIOR TO ANY WORK.
9. ANY REMOVAL OF SUCH ELECTRICAL EQUIPMENT SHALL BE DONE IN SUCH A WAY AS TO ALLOW THEOPERATIONS OF ADJACENT FLOORS TO CONTINUE WITHOUT INTERRUPTION OF ANY SERVICE DURINGDEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NEEDED IN ORDER TOCOMPLY WITH THIS REQUIREMENT.
10. DEMOLITION CONTRACTOR TO CONSULT WITH BUILDING MANAGEMENT WHEN REMAINING CONDUITS ANDCABLES THAT MAYBE ACTIVE. IF SERVICE IS DISRUPTED CONTRACTOR TO INCLUDE ALL REPAIRS ASREQUIRED TO ANY CABLES AND CONDUITS.
11. PRIOR TO DEMOLITION, G.C. TO REVIEW WITH VOICE/DATA CONSULTANT FOR THE REMOVAL OF ANY ANDALL VOICE/DATA CONDUIT, CABLES AND EQUIPMENT.
12. GENERAL CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL DEBRIS AND DISCARDEDMATERIALS AND/OR EQUIPMENT AS INDICATED WITHIN THE SPACE.
13. GENERAL CONTRACTOR TO COORDINATE WITH THE BUILDING MANAGEMENT AND CLIENT AS TO THEPROTECTION AND/OR STORAGE OF ANY ITEMS TO BE SAVED FROM DEMOLITION.
14. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
15. GENERAL CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
16. GENERAL CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY DEMOLITION AND CONSTRUCTION IN "AREA OF WORK".
17. ALL EXISTING WALLS, COLUMNS, & PERIMETER PIERS TO REMAIN IN "AREA OF WORK" ARE TO BE PATCHEDAND REPAIRED TO RECEIVE NEW FINISHES.
18. GENERAL CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TOREMAIN.
19. GENERAL CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS ANDSERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION.
20. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER DEMOLITIONAND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.
21. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS STATED INTHE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.
22. DEMOLITION CONTRACTOR TO REMOVE ANY AND ALL DOORS, FRAMES AND HARDWARE IN THE EFFECTEDAREAS AND CONSULT WITH BUILDING MANAGER FOR ANY DOORS/FRAMES OR HARDWARE THAT THELANDLORD MIGHT WANT TO REUSE.
23. REMOVE AND CAP ALL ELECTRICAL AND DATA NOT BEING REUSED IN AREAS OF WORK. COORDINATE WITHELECTRICAL DRAWINGS.
24. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL BECONTRACTED SEPARATELY, IF REQUIRED.
25. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING DEMOLITION OR ANY STAGE OF THE WORK,SHALL BE REPAIRED BY THE GENERAL CONTRACTOR AT THEIR OWN EXPENSE TO "LIKE NEW" CONDITION. ITSHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANY PREEXISTING DAMAGE ANDNOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING OR BIDDING.
GENERAL NOTES
GENERAL STRUCTURAL NOTES
DEMOLITION NOTES
EQUIPMENT FENCES TO BE 8'-0" ABOVE THE LEVEL OF THE GROUND, CONSTRUCTED OF PLYWOOD, ANDMEET THE FOLLOWING ADDITIONAL REQUIREMENTS PER LL 47 OF 2013:
1. PAINTED HUNTER GREEN.2. INCLUDE VIEWING PANELS, AT A RATE OF ONE FOR EVERY 25 LINEAR FEET OF FRONTAGE, WITH A
MINIMUM OF ONE PER FRONTAGE. VIEWING PANELS MUST BE 12 X 12 INCHES IN SIZE AND MUST BEBLOCKED WITH PLEXIGLASS OR AN EQUIVALENT NON-FRANGIBLE MATERIAL. THE TOP OF THE VIEWINGPANEL MUST BE LOCATED NO MORE THAN 6 FEET ABOVE THE LEVEL OF THE GROUND, AND THEBOTTOM OF THE VIEWING PANEL MUST BE LOCATED NO LESS THAN 3 FEET ABOVE THE GROUND.
3. A PROJECT INFORMATION PANEL MUST BE POSTED ON THE FENCE ON EACH PERIMETER FRONTING APUBLIC THOROUGHFARE. WHERE THE PERIMETER IS MORE THAN 150 FEET IN LENGTH, A PROJECTINFORMATION PANEL MUST BE POSTED AT EACH CORNER. THE PANELS MUST BE POSTED ON THEFENCE AT A HEIGHT OF 4 FEET ABOVE THE GROUND, MEASURED FROM THE GROUND TO THE BOTTOMEDGE OF THE PANEL.
4. EXCEPTION: ONE-, TWO-, OR THREE-FAMILY DWELLINGS.
EQUIPMENT FENCE NOTES
ZONING INFORMATIONADDRESS: 66 WEST 9TH STREET
NEW YORK, NY 10011
BLOCK: 572LOT: 8COMMUNITY BOARD: 102ZONING DISTRICT: C4-5SPECIAL DISTRICT: LC - LIMITED COMMERCIALZONING MAP: 12CLANDMARKS STATUS: L - LANDMARK
BUILDING INFORMATIONBIN: 1009410APPLICABLE CODES: NYC 1968, 2014CONSTRUCTION TYPE: IIBOCCUPANCY: J-2 / R-2 - RESIDENTIAL
C / M - MERCANTILE
SITE PLAN (NTS)
1. EGRESS - CONSTRUCTION OPERATION WILL NOT BLOCK HALLWAYS, STAIRS OR MEANS OFEGRESS FOR TENANTS OF THE BUILDING. AT ALL TIMES IN THE COURSE OFCONSTRUCTION CONTRACTOR SHALL MAKE FOR ADEQUATE EGRESS AS REQUIRED BYTHIS CODE AND THE TENANT PROTECTION PLAN SHALL IDENTIFY THE EGRESS THAT WILLBE PROVIDED. REQUIRED EGRESS SHALL NOT BE OBSTRUCTED AT ANY TIME EXCEPTWHERE APPROVED BY THE COMMISSIONER.
2. FIRE SAFETY - ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECTTO OCCUPIED DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BYTHE CONSTRUCTION SHALL BE STRICTLY OBSERVED BY THE OWNER AND CONTRACTOR.
3. HEALTH REQUIREMENTS - SPECIFICATION OF METHODS TO BE USED FOR CONTROL OFDUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OFSANITARY FACILITIES AND LIMITATION OF NOISE ACCEPTABLE LEVELS SHALL BE INCLUDEDBY THE CONTRACTOR
4. COMPLIANCE WITH HOUSING STANDARDS - THE REQUIREMENTS OF THE NEW YORK CITYHOUSING MAINTENANCE CODE, AND WHERE APPLICABLE, THE NEW YORK STATE MULTIPLEDWELLING LAW SHALL BE STRICTLY OBSERVED.
5. STRUCTURAL SAFETY - CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURINGCONSTRUCTION ACTIVITY TO SAFEGUARD THE PROPERTY OF THE BUILDING AND OTHERTENANTS AND THE OWNER. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGERTHE OCCUPANTS.
6. NOISE RESTRICTIONS - WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICHCONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED PURSUANT TO THE NEW YORKCITY NOISE CONTROL CODE, SUCH LIMITATIONS ON PERMITS SHALL BE POSTED BY THECONTRACTOR AT THE JOB SITE.
7. MAINTAINING ESSENTIAL SERVICES - CONSTRUCTION OPERATION WILL NOT AFFECT THEMAINTENANCE OF HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR OTHER UTILITYSERVICES IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK CITY HOUSINGMAINTENANCE CODE. NO DISRUPTION OF ANY SUCH SERVICE IS ANTICIPATED DURING THECONSTRUCTION OPERATION.
8. OTHER REQUIREMENTS - SEE ITEMS 9 TO 11 BELOW.9. PUBLIC AVAILABILITY OF TENANT PROTECTION PLAN - TENANTS WILL HAVE ACCESS TO THE
TPP UPON SUBMITTING REQUEST DIRECTLY TO THE OWNER.10. COPY OF TENANT PROTECTION PLAN UPON REQUEST - OWNER IS REQUIRED TO PROVIDE
A COPY OF THE TPP TO A TENANT UPON REQUEST.11. NOTICE TO OCCUPANTS - OWNER IS REQUIRED TO DISTRIBUTE A NOTICE ABOUT THE TPP
TO EACH OCCUPIED DWELLING UNIT OR POST A NOTICE REGARDING THE TPP IN THEBUILDING LOBBY, AS WELL AS ON EACH FLOOR WITHIN 10 FEET OF THE ELEVATOR. THENOTICE MUST INCLUDE:
(I) A STATEMENT THAT OCCUPANTS OF THE BUILDING MAY OBTAIN A PAPER COPY OF THETPP FROM THE OWNER AND MAY ACCESS THE TPP ON THE DEPARTMENT’S WEBSITE,
(II) THE NAME AND CONTACT INFORMATION OF THE SITE SAFETY MANAGER, SITE SAFETYCOORDINATOR, OR CONSTRUCTION SUPERINTENDENT, AS APPLICABLE, OR, IF THERE ISNO SITE SAFETY MANAGER, SITE SAFETY COORDINATOR OR SUPERINTENDENT OFCONSTRUCTION, THE NAME AND CONTACT INFORMATION OF THE OWNER OF THEBUILDING OR THE OWNER’S DESIGNEE, ANDTHAT COMPLAINTS CAN BE MADE TO 311 REGARDING THE WORK.
TENANT SAFETY AND PROTECTION NOTES
FEMA / FLOOD ZONE INFORMATIONTHIS SITE IS NOT LOCATED IN A FEMA FLOOD ZONE.
IN ACCORDANCE WITH THE CITY OF NEW YORK BUILDING CODE, THE OWNER WILL BE REQUIRED TO RETAIN ASPECIAL INSPECTOR AND A TESTING AGENCY TO MONITOR CONSTRUCTION OF ALL PHASES OF CONSTRUCTIONOF STRUCTURAL ELEMENTS.
AT A MINIMUM, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FOLLOWING SPECIALINSPECTIONS:
1. CONCRETE - CAST-IN-PLACE BC 1704.42. STRUCTURAL STABILITY - EXISTING BUILDINGS BC 1704.20.13. FINAL INSPECTION BC 110.5
TR2 & TR3 WAIVER:THE TOTAL STRUCTURAL CONCRETE SPECIFIED FOR THE PROJECT IS LESS THAN 50 CUBIC YARDS, THESTRUCTURAL DESIGN OF THE CONCRETE IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH, NO GRATERTHAN 2,500 POUNDS PER SQUARE INCH (PSI) REGARDLESS OF THE COMPRESSIVE STRENGTH SPECIFIED IN THECONSTRUCTION DOCUMENTS OR USED IN THE CONSTRUCTION AND THE CONCRETE TO BE PLACED ISSPECIFIED TO HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4,000 PSI. THE WORK MEETS THE EXEMPTIONCRITERIA OF BUILDING BULLETIN 2009-026, ITEM IV AND I HEREBY ELECT TO WAIVE THE REQUIREMENT OFCONCRETE TESTING AND OF THE TR2 FORM AND /OR TR3 FORMS.
ALL WELDED AND BOLTED CONNECTIONS HAVE BEEN DESIGNED TO WITHSTAND DOUBLE THE IMPOSEDLOADING. CONNECTION INSPECTION IS THEREFORE NOT REQUIRED.
SPECIAL INSPECTIONS & PROGRESS INSPECTIONS
DRAWING LIST
PROVISION
BUILDING MECHANICAL
MECHANICAL SYSTEMS
SCOPE OF WORK
THE SCOPE OF WORK IS LIMITED TO EXTERIOR BUILDING ACCESS COMPONENTS. PER C503.1 THIS IS ANALTERATION OF AN EXISTING BUILDING WITH NO CHANGE TO BUILDING ENVELOPE OR INTERIOR PARTITIONS,LUMINARIES, OR SPACE CONDITIONING WITHIN THE SPACE, IT THEREFORE DOESN'T MEET THE THRESHOLDREQUIRED FOR A FULL NYCECC ENERGY ANALYSIS.
CODE CITATION
NO CHANGE TO EXISTING SYSTEMS
NO CHANGE TO EXISTING SYSTEM
502.1.2, 502.2 (1)
503
ENERGY ANALYSIS(TABULAR ANALYSIS: PRESCRIPTIVE)
ROOF ASSEMBLY
WALLS
FLOORS
BUILDING ENVELOPE
PROPOSED DESIGN VALUE
CONTROLS 505.2
BUILDING LIGHTING
DOORS
NO CHANGE TO EXISTING SYSTEM
FENESTRATION
INTERIOR POWER
502.3, 502.4
EXTERIOR POWER
505.5
505.6
BUILDING SERVICE WATER HEATING
SERVICE WATER HEATING NO CHANGE TO EXISTING SYSTEM 504.2
STATEMENT OF COMPLIANCE
TO THE JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE NEW YORK CITYENERGY CODE. PROPOSED WORK MEETS THE GUIDELINE AND PRESCRIPTION IN THE 2020 NYCECC.
· 3201.7: ALTERATIONS TO EXISTING ENCROACHEMNTS: ALTERATIONS TO EXISTING ENCROACHMENTS BEYOND THEPROPERTY LINE MAY BE PERMITTED IN WHOLE OR IN PART, PROVIDED THAT SUCH ALTERATIONS CONFORM WITHTHE REQUIREMENTS OF THIS CHAPTER.
· 3202.2.2.1 RAMPS: WHEN A BUILDING ERECTED PRIOR TO DECEMBER 6, 1969, IS ALTERED TO PROVIDE ACCESS TOINDIVIDUALS WHO USE WHEELCHAIRS, RAMPS CONSTRUCTED TO PROVIDE SUCH ACCESS MAY, WITH THEAPPROVAL OF THE COMMISSIONER, PROJECT BEYOND THE STREET LINE FOR A DISTANCE OF NOT MORE THAN 44INCHES (1118 MM). RAMPS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 11.
BUILDING CODE NOTES
1. SEE ALL DRAWINGS AND DRAWINGS OF OTHER DISCIPLINES FOR ADDITIONAL NOTES ANDSPECIFICATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDING RULESAND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICT ARISEBETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERETHEY ARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
3. CONTRACTOR SHALL COORDINATE ALL PHASES OF REMOVAL FOR THE PROJECT AND NOTIFY THEARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULDINTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OFDEMOLITION.
4. CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
5. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING REMOVAL ANDCONSTRUCTION INCLUDING ALL STROBES.
6. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESSOTHERWISE NOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
7. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL DEBRIS AND DISCARDED MATERIALS AND/OREQUIPMENT AS INDICATED WITHIN THE SPACE.
8. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
9. CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY THE REMOVAL WORK AND CONSTRUCTION IN "AREA OF WORK".
11. CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TO REMAIN.12. CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS AND
SERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO REMOVAL WORK.13. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER
DEMOLITION AND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.14. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS
STATED IN THE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.15. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL
BE CONTRACTED SEPARATELY, IF REQUIRED.16. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING THE REMOVAL WORK OR AT ANY
STAGE OF THE CONSTRUCTION, SHALL BE REPAIRED BY THE CONTRACTOR AT THEIR OWN EXPENSETO "LIKE NEW" CONDITION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANYPREEXISTING DAMAGE AND NOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING ORBIDDING.
REMOVAL NOTES 10EXISTING PLAN - Investigation with ADA Lift Options 1 & 2
Existing Refuse Area Existing Stair
Curb Edge
Line of Existing Encroachment
Existing Fire Escape Platform
Existing Tree Surround
Retail A
Lift Option 1
Lift Option 2
11
Raised Landing for Lift Options 1 & 2(Stair cut off - Landing needs 60”minfor ADA turnaround)
Lift Footprint
82”
40”
EXISTING LANDING with LIFT OPTIONS
WEST 9TH STREET
2 Proposed Plan
BARRIER-FREE OPERATORS INSIDE & OUT
FLUSH THRESHOLD CONDITION
6'-6"
VIF
6'-0" CLEAR
3'-8"UP
4'-1"
3'-7"
SCOPE OF WORK
6'-0"
123456
EXIST.OFFICE
EXIST.RESTROOM
SCOPE OF WORK
77'-6"
43'-8
"
WEST 9TH STREET
AVEN
UE O
F TH
E AM
ERIC
AS
BLOCK 572LOT 8
PROPERTY LINE
EXISTING EXITS
6'-6"
PROJECT No:
CHECKED BY:
DRAWING BY:DESIGNED BY:
66 WEST 9TH STREETNEW YORK, NY
ISSUE DATES
of 5
00 09-22-2020 INITIAL FILING - ALT 2
200601
SW MANAGEMENTCLIENT:
ADA ACCESS RENOVATION
N
TITLE SHEET &GENERAL NOTES
1
PWRUAS
T-001
PROPOSED ALTERATION TO EXISTING NON-CONFORMING STAIR, TO INCLUDE INSTALLATION OF BARRIER-FREEOPERATORS, AUTOMATIC DOOR CLOSER, AND MOTORIZED INCLINE PLATFORM LIFT TO PROVIDE ADA ACCESS. NOCHANGE TO ZONING, USE, EGRESS, OR OCCUPANCIES.
BMBOT
B/CF
CIPCJP
CLCLRCMU
CONCCY
DET
BEAMBOTTOMBOTTOM OFCUBIC FEETCAST IN PLACE CONCRETECOMPLETE JOINTPENETRATION WELDCENTER LINECLEARCONCRETE MASONRY UNITCONCRETECUBIC YARDDETAIL
DWGEL
EWEXFTK
KSFLDLF
LLHLLV
MAXMINNIS
NTS
DRAWINGELEVATIONEACH WAYEXISTINGFEET, FOOTKIPSKIPS PER SQUARE FOOTDEVELOPMENT LENGTHLINEAR FEETLONG LEG HORIZONTALLONG LEG VERTICALMAXIMUMMINIMUMNOT IN SCOPENOT TO SCALE
PLOC
PSFPSI
REINFSF
SOGT/
T&BTEMP
TYPUNO
VIFWWF
PLATEON CENTERPOUNDS PER SQUARE FOOTPOUNDS PER SQUARE INCHREINFORCEMENTSQUARE FEETSLAB ON GRADETOP OFTOP AND BOTTOMTEMPORARYTYPICALUNLESS NOTED OTHERWISEVERIFY IN FIELDWELDED WIRE FABRIC
SCOPE OF WORK
ABBREVIATIONS
66 West 9th Street - ADA Access Renovation at Convenience Stair
1. THE STRUCTURAL DRAWINGS SHALL BE USED IN CONJUNCTION WITH THE DRAWINGS OF ALL OTHERDISCIPLINES AND THE SPECIFICATIONS. THE CONTRACTOR SHALL VERIFY THE REQUIREMENTS OFOTHER TRADES AS TO OPENINGS, SLEEVES, CHASES, HANGERS, INSERTS, ANCHORS AND OTHERITEMS TO BE PLACED OR SET IN THE STRUCTURAL WORK. CONTRACTOR SHALL VERIFY DIMENSIONSAND LOCATIONS OF THESE ITEMS BEFORE WORK IS COMMENCED OR CONCRETE IS PLACED.
2. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPLYING WITH ALL SAFETY PRECAUTIONS ANDREGULATIONS DURING THE WORK. THE ENGINEER WILL NOT ADVISE ON NOR ISSUE DIRECTION ASTO SAFETY PRECAUTIONS AND PROGRAMS.
3. THE STRUCTURAL DRAWINGS HEREIN REPRESENT THE FINISHED STRUCTURE. THE CONTRACTORSHALL PROVIDE ALL TEMPORARY GUYING AND BRACING REQUIRED TO ERECT AND HOLD THESTRUCTURE IN PROPER ALIGNMENT UNTIL ALL STRUCTURAL WORK AND CONNECTIONS HAVE BEENCOMPLETED. THE INVESTIGATION, DESIGN, SAFETY, ADEQUACY AND INSPECTION OF ERECTIONBRACING, SHORING, TEMPORARY SUPPORTS, ETC. IS THE SOLE RESPONSIBILITY OF THECONTRACTOR.
4. THE ENGINEER SHALL NOT BE RESPONSIBLE FOR THE METHODS, TECHNIQUES AND SEQUENCES OFPROCEDURES TO PERFORM THE WORK. THE SUPERVISION OF THE WORK IS THE SOLERESPONSIBILITY OF THE CONTRACTOR.
5. DRAWINGS INDICATE GENERAL AND TYPICAL DETAILS OF CONSTRUCTION. WHERE CONDITIONS ARENOT SPECIFICALLY SHOWN, SIMILAR DETAILS OF CONSTRUCTION SHALL BE USED, SUBJECT TOAPPROVAL BY THE ENGINEER.
6. ALL STRUCTURAL SYSTEMS WHICH ARE TO BE COMPOSED OF COMPONENTS TO BE FIELD ERECTEDSHALL BE SUPERVISED BY THE SUPPLIER DURING MANUFACTURING, DELIVERY, HANDLING, STORAGEAND ERECTION IN ACCORDANCE WITH THE SUPPLIER'S INSTRUCTIONS AND REQUIREMENTS.
7. LOADING APPLIED TO THE STRUCTURE DURING THE PROCESS OF CONSTRUCTION SHALL NOTEXCEED THE SAFE LOAD-CARRYING CAPACITY OF THE STRUCTURAL MEMBERS. DO NOT APPLY ANYCONSTRUCTION LOADS UNTIL STRUCTURAL FRAMING IS PROPERLY CONNECTED TOGETHER ANDUNTIL ALL TEMPORARY BRACING IS IN PLACE.
8. ALL ASTM AND OTHER REFERENCES ARE PER THE LATEST EDITIONS OF THESE STANDARDS, UNLESSOTHERWISE NOTED.
9. CONTRACTORS SHALL VISIT THE SITE PRIOR TO BID TO ASCERTAIN CONDITIONS WHICH MAYADVERSELY AFFECT THE WORK OR COST THEREOF.
10. THE CONTRACTOR SHALL ADEQUATELY BRACE, SHORE, AND SUPPORT THE STRUCTURE DURING THEENTIRE CONSTRUCTION PERIOD.
11. FIELD MEASUREMENTS SHALL BE TAKEN AT THE SITE BY THE CONTRACTOR TO VERIFY ANDSUPPLEMENT ALL DIMENSIONS AND ADDITIONS AFFECTED BY EXISTING WORK OR NEW WORK THATHAS ALREADY BEEN INSTALLED. ANY DISCREPANCIES FROM THE INFORMATION SHOWN ON PLANSSHALL BE REPORTED TO AND COORDINATED WITH THE ARCHITECT.
1. ALL WORK TO BE IN ACCORDANCE WITH THE RULES AND REGULATIONS OF ALL APPLICABLE CODES,INCLUDING THE BUILDING CODE OF THE CITY OF NEW YORK.
2. CONTRACTOR MUST INSPECT PREMISES CAREFULLY BEFORE STARTING WORK. CONTRACTOR SHALLASSUME RESPONSIBILITY FOR ALL EXISTING CONDITIONS AS THEY AFFECT HIS WORK.
3. ALL DIMENSIONS SHOWN ARE APPROXIMATE. CONTRACTOR IS RESPONSIBLE FOR MAKING HIS OWNMEASUREMENTS IN THE FIELD, SHOP DRAWINGS, AND FINAL FITTING OF ALL WORK.
4. CONTRACTOR SHALL COORDINATE HIS WORK WITH THE TENANT AND THE BUILDING MANAGEMENT.5. CONTRACTOR SHALL REMOVE ALL RUBBISH LEAVING PREMISES BROOM CLEAN AFTER EACH DAY'S WORK.6. ALL WORK IS SUBJECT TO INSPECTION AND ACCEPTANCE BY THE ENGINEER.7. CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS INCLUDING BUILDING PERMIT FROM DEPARTMENT
OF BUILDINGS.8. CONTRACTOR SHALL SUBMIT CERTIFICATES OF INSURANCE, WITH COVERAGES APPROVED BY OWNER
BEFORE COMMENCING WORK.9. ALL PLUMBING WORK TO BE PERFORMED BY A LICENSED PLUMBER.10. ALL ELECTRICAL WORK TO BE FILED FOR UNDER SEPARATE APPLICATION.11. CONTRACTOR SHALL BE RESPONSIBLE FOR ANY REMOVAL AND RELOCATION NECESSARY TO COMPLETE
THE WORK. 12. 8'-0" HIGH PLYWOOD EQUIPMENT FENCE TO SURROUND THE AREA OF WORK ON ALL EXPOSED SIDES, AND
TO BE LOCATED WITHIN 3'-0" OF THE PROPERTY LINE. FENCE SHALL MEET THE REQUIREMENTSELABORATED IN THE EQUIPMENT FENCE NOTES, SHEET T-001.
1. THE DEMOLITION CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDINGRULES AND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICTARISE BETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERE THEYARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
2. GENERAL CONTRACTOR TO COORDINATE ALL PHASES OF DEMOLITION FOR PROJECT AND NOTIFY THEARCHITECT OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULD INTERFERE WITH THESATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OF DEMOLITION.
3. GENERAL CONTRACTOR TO PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
4. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING DEMOLITION ANDCONSTRUCTION INCLUDING ALL STROBES.
5. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESS OTHERWISENOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
6. SEE ENGINEERING DRAWINGS FOR THE REMOVAL OF EXISTING A/C UNITS, IN ADDITION CONSULT WITHBOTH THE BUILDING MANAGEMENT/LANDLORD AND THE DESIGNER PRIOR TO ITS REMOVAL.
7. SEE ENGINEERING DRAWINGS AND NOTES FOR ADDITIONAL DEMOLITION REQUIREMENTS WHEN REFERRINGTO HVAC, SPRINKLER, PLUMBING, ELECTRICAL, FIRE ALARM AND COMMUNICATION.
8. ANY AND ALL ELECTRICAL/DATA AND TELEPHONE DEVICES, WIRING, CABLES , CONDUITS, ETC. TO BEREMOVE SHALL BE REVIEWED BY BUILDING MANAGEMENT, CLIENT CONSULTING ENGINEER AND ANY OTHERCONSULTANT DEEMED NECESSARY PRIOR TO ANY WORK.
9. ANY REMOVAL OF SUCH ELECTRICAL EQUIPMENT SHALL BE DONE IN SUCH A WAY AS TO ALLOW THEOPERATIONS OF ADJACENT FLOORS TO CONTINUE WITHOUT INTERRUPTION OF ANY SERVICE DURINGDEMOLITION AND CONSTRUCTION. THE CONTRACTOR SHALL TAKE ALL PRECAUTIONS NEEDED IN ORDER TOCOMPLY WITH THIS REQUIREMENT.
10. DEMOLITION CONTRACTOR TO CONSULT WITH BUILDING MANAGEMENT WHEN REMAINING CONDUITS ANDCABLES THAT MAYBE ACTIVE. IF SERVICE IS DISRUPTED CONTRACTOR TO INCLUDE ALL REPAIRS ASREQUIRED TO ANY CABLES AND CONDUITS.
11. PRIOR TO DEMOLITION, G.C. TO REVIEW WITH VOICE/DATA CONSULTANT FOR THE REMOVAL OF ANY ANDALL VOICE/DATA CONDUIT, CABLES AND EQUIPMENT.
12. GENERAL CONTRACTOR IS RESPONSIBLE FOR DEMOLITION AND REMOVAL OF ALL DEBRIS AND DISCARDEDMATERIALS AND/OR EQUIPMENT AS INDICATED WITHIN THE SPACE.
13. GENERAL CONTRACTOR TO COORDINATE WITH THE BUILDING MANAGEMENT AND CLIENT AS TO THEPROTECTION AND/OR STORAGE OF ANY ITEMS TO BE SAVED FROM DEMOLITION.
14. GENERAL CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
15. GENERAL CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
16. GENERAL CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY DEMOLITION AND CONSTRUCTION IN "AREA OF WORK".
17. ALL EXISTING WALLS, COLUMNS, & PERIMETER PIERS TO REMAIN IN "AREA OF WORK" ARE TO BE PATCHEDAND REPAIRED TO RECEIVE NEW FINISHES.
18. GENERAL CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TOREMAIN.
19. GENERAL CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS ANDSERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO DEMOLITION.
20. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER DEMOLITIONAND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.
21. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS STATED INTHE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.
22. DEMOLITION CONTRACTOR TO REMOVE ANY AND ALL DOORS, FRAMES AND HARDWARE IN THE EFFECTEDAREAS AND CONSULT WITH BUILDING MANAGER FOR ANY DOORS/FRAMES OR HARDWARE THAT THELANDLORD MIGHT WANT TO REUSE.
23. REMOVE AND CAP ALL ELECTRICAL AND DATA NOT BEING REUSED IN AREAS OF WORK. COORDINATE WITHELECTRICAL DRAWINGS.
24. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL BECONTRACTED SEPARATELY, IF REQUIRED.
25. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING DEMOLITION OR ANY STAGE OF THE WORK,SHALL BE REPAIRED BY THE GENERAL CONTRACTOR AT THEIR OWN EXPENSE TO "LIKE NEW" CONDITION. ITSHALL BE THE GENERAL CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANY PREEXISTING DAMAGE ANDNOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING OR BIDDING.
GENERAL NOTES
GENERAL STRUCTURAL NOTES
DEMOLITION NOTES
EQUIPMENT FENCES TO BE 8'-0" ABOVE THE LEVEL OF THE GROUND, CONSTRUCTED OF PLYWOOD, ANDMEET THE FOLLOWING ADDITIONAL REQUIREMENTS PER LL 47 OF 2013:
1. PAINTED HUNTER GREEN.2. INCLUDE VIEWING PANELS, AT A RATE OF ONE FOR EVERY 25 LINEAR FEET OF FRONTAGE, WITH A
MINIMUM OF ONE PER FRONTAGE. VIEWING PANELS MUST BE 12 X 12 INCHES IN SIZE AND MUST BEBLOCKED WITH PLEXIGLASS OR AN EQUIVALENT NON-FRANGIBLE MATERIAL. THE TOP OF THE VIEWINGPANEL MUST BE LOCATED NO MORE THAN 6 FEET ABOVE THE LEVEL OF THE GROUND, AND THEBOTTOM OF THE VIEWING PANEL MUST BE LOCATED NO LESS THAN 3 FEET ABOVE THE GROUND.
3. A PROJECT INFORMATION PANEL MUST BE POSTED ON THE FENCE ON EACH PERIMETER FRONTING APUBLIC THOROUGHFARE. WHERE THE PERIMETER IS MORE THAN 150 FEET IN LENGTH, A PROJECTINFORMATION PANEL MUST BE POSTED AT EACH CORNER. THE PANELS MUST BE POSTED ON THEFENCE AT A HEIGHT OF 4 FEET ABOVE THE GROUND, MEASURED FROM THE GROUND TO THE BOTTOMEDGE OF THE PANEL.
4. EXCEPTION: ONE-, TWO-, OR THREE-FAMILY DWELLINGS.
EQUIPMENT FENCE NOTES
ZONING INFORMATIONADDRESS: 66 WEST 9TH STREET
NEW YORK, NY 10011
BLOCK: 572LOT: 8COMMUNITY BOARD: 102ZONING DISTRICT: C4-5SPECIAL DISTRICT: LC - LIMITED COMMERCIALZONING MAP: 12CLANDMARKS STATUS: L - LANDMARK
BUILDING INFORMATIONBIN: 1009410APPLICABLE CODES: NYC 1968, 2014CONSTRUCTION TYPE: IIBOCCUPANCY: J-2 / R-2 - RESIDENTIAL
C / M - MERCANTILE
SITE PLAN (NTS)
1. EGRESS - CONSTRUCTION OPERATION WILL NOT BLOCK HALLWAYS, STAIRS OR MEANS OFEGRESS FOR TENANTS OF THE BUILDING. AT ALL TIMES IN THE COURSE OFCONSTRUCTION CONTRACTOR SHALL MAKE FOR ADEQUATE EGRESS AS REQUIRED BYTHIS CODE AND THE TENANT PROTECTION PLAN SHALL IDENTIFY THE EGRESS THAT WILLBE PROVIDED. REQUIRED EGRESS SHALL NOT BE OBSTRUCTED AT ANY TIME EXCEPTWHERE APPROVED BY THE COMMISSIONER.
2. FIRE SAFETY - ALL NECESSARY LAWS AND CONTROLS, INCLUDING THOSE WITH RESPECTTO OCCUPIED DWELLINGS, AS WELL AS ADDITIONAL SAFETY MEASURES NECESSITATED BYTHE CONSTRUCTION SHALL BE STRICTLY OBSERVED BY THE OWNER AND CONTRACTOR.
3. HEALTH REQUIREMENTS - SPECIFICATION OF METHODS TO BE USED FOR CONTROL OFDUST, DISPOSAL OF CONSTRUCTION DEBRIS, PEST CONTROL AND MAINTENANCE OFSANITARY FACILITIES AND LIMITATION OF NOISE ACCEPTABLE LEVELS SHALL BE INCLUDEDBY THE CONTRACTOR
4. COMPLIANCE WITH HOUSING STANDARDS - THE REQUIREMENTS OF THE NEW YORK CITYHOUSING MAINTENANCE CODE, AND WHERE APPLICABLE, THE NEW YORK STATE MULTIPLEDWELLING LAW SHALL BE STRICTLY OBSERVED.
5. STRUCTURAL SAFETY - CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS DURINGCONSTRUCTION ACTIVITY TO SAFEGUARD THE PROPERTY OF THE BUILDING AND OTHERTENANTS AND THE OWNER. NO STRUCTURAL WORK SHALL BE DONE THAT MAY ENDANGERTHE OCCUPANTS.
6. NOISE RESTRICTIONS - WHERE HOURS OF THE DAY OR THE DAYS OF THE WEEK IN WHICHCONSTRUCTION WORK MAY BE UNDERTAKEN ARE LIMITED PURSUANT TO THE NEW YORKCITY NOISE CONTROL CODE, SUCH LIMITATIONS ON PERMITS SHALL BE POSTED BY THECONTRACTOR AT THE JOB SITE.
7. MAINTAINING ESSENTIAL SERVICES - CONSTRUCTION OPERATION WILL NOT AFFECT THEMAINTENANCE OF HEAT, HOT WATER, COLD WATER, GAS, ELECTRICITY, OR OTHER UTILITYSERVICES IN ACCORDANCE WITH THE REQUIREMENTS OF THE NEW YORK CITY HOUSINGMAINTENANCE CODE. NO DISRUPTION OF ANY SUCH SERVICE IS ANTICIPATED DURING THECONSTRUCTION OPERATION.
8. OTHER REQUIREMENTS - SEE ITEMS 9 TO 11 BELOW.9. PUBLIC AVAILABILITY OF TENANT PROTECTION PLAN - TENANTS WILL HAVE ACCESS TO THE
TPP UPON SUBMITTING REQUEST DIRECTLY TO THE OWNER.10. COPY OF TENANT PROTECTION PLAN UPON REQUEST - OWNER IS REQUIRED TO PROVIDE
A COPY OF THE TPP TO A TENANT UPON REQUEST.11. NOTICE TO OCCUPANTS - OWNER IS REQUIRED TO DISTRIBUTE A NOTICE ABOUT THE TPP
TO EACH OCCUPIED DWELLING UNIT OR POST A NOTICE REGARDING THE TPP IN THEBUILDING LOBBY, AS WELL AS ON EACH FLOOR WITHIN 10 FEET OF THE ELEVATOR. THENOTICE MUST INCLUDE:
(I) A STATEMENT THAT OCCUPANTS OF THE BUILDING MAY OBTAIN A PAPER COPY OF THETPP FROM THE OWNER AND MAY ACCESS THE TPP ON THE DEPARTMENT’S WEBSITE,
(II) THE NAME AND CONTACT INFORMATION OF THE SITE SAFETY MANAGER, SITE SAFETYCOORDINATOR, OR CONSTRUCTION SUPERINTENDENT, AS APPLICABLE, OR, IF THERE ISNO SITE SAFETY MANAGER, SITE SAFETY COORDINATOR OR SUPERINTENDENT OFCONSTRUCTION, THE NAME AND CONTACT INFORMATION OF THE OWNER OF THEBUILDING OR THE OWNER’S DESIGNEE, ANDTHAT COMPLAINTS CAN BE MADE TO 311 REGARDING THE WORK.
TENANT SAFETY AND PROTECTION NOTES
FEMA / FLOOD ZONE INFORMATIONTHIS SITE IS NOT LOCATED IN A FEMA FLOOD ZONE.
IN ACCORDANCE WITH THE CITY OF NEW YORK BUILDING CODE, THE OWNER WILL BE REQUIRED TO RETAIN ASPECIAL INSPECTOR AND A TESTING AGENCY TO MONITOR CONSTRUCTION OF ALL PHASES OF CONSTRUCTIONOF STRUCTURAL ELEMENTS.
AT A MINIMUM, THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATING THE FOLLOWING SPECIALINSPECTIONS:
1. CONCRETE - CAST-IN-PLACE BC 1704.42. STRUCTURAL STABILITY - EXISTING BUILDINGS BC 1704.20.13. FINAL INSPECTION BC 110.5
TR2 & TR3 WAIVER:THE TOTAL STRUCTURAL CONCRETE SPECIFIED FOR THE PROJECT IS LESS THAN 50 CUBIC YARDS, THESTRUCTURAL DESIGN OF THE CONCRETE IS BASED ON A SPECIFIED COMPRESSIVE STRENGTH, NO GRATERTHAN 2,500 POUNDS PER SQUARE INCH (PSI) REGARDLESS OF THE COMPRESSIVE STRENGTH SPECIFIED IN THECONSTRUCTION DOCUMENTS OR USED IN THE CONSTRUCTION AND THE CONCRETE TO BE PLACED ISSPECIFIED TO HAVE A COMPRESSIVE STRENGTH OF AT LEAST 4,000 PSI. THE WORK MEETS THE EXEMPTIONCRITERIA OF BUILDING BULLETIN 2009-026, ITEM IV AND I HEREBY ELECT TO WAIVE THE REQUIREMENT OFCONCRETE TESTING AND OF THE TR2 FORM AND /OR TR3 FORMS.
ALL WELDED AND BOLTED CONNECTIONS HAVE BEEN DESIGNED TO WITHSTAND DOUBLE THE IMPOSEDLOADING. CONNECTION INSPECTION IS THEREFORE NOT REQUIRED.
SPECIAL INSPECTIONS & PROGRESS INSPECTIONS
DRAWING LIST
PROVISION
BUILDING MECHANICAL
MECHANICAL SYSTEMS
SCOPE OF WORK
THE SCOPE OF WORK IS LIMITED TO EXTERIOR BUILDING ACCESS COMPONENTS. PER C503.1 THIS IS ANALTERATION OF AN EXISTING BUILDING WITH NO CHANGE TO BUILDING ENVELOPE OR INTERIOR PARTITIONS,LUMINARIES, OR SPACE CONDITIONING WITHIN THE SPACE, IT THEREFORE DOESN'T MEET THE THRESHOLDREQUIRED FOR A FULL NYCECC ENERGY ANALYSIS.
CODE CITATION
NO CHANGE TO EXISTING SYSTEMS
NO CHANGE TO EXISTING SYSTEM
502.1.2, 502.2 (1)
503
ENERGY ANALYSIS(TABULAR ANALYSIS: PRESCRIPTIVE)
ROOF ASSEMBLY
WALLS
FLOORS
BUILDING ENVELOPE
PROPOSED DESIGN VALUE
CONTROLS 505.2
BUILDING LIGHTING
DOORS
NO CHANGE TO EXISTING SYSTEM
FENESTRATION
INTERIOR POWER
502.3, 502.4
EXTERIOR POWER
505.5
505.6
BUILDING SERVICE WATER HEATING
SERVICE WATER HEATING NO CHANGE TO EXISTING SYSTEM 504.2
STATEMENT OF COMPLIANCE
TO THE JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE NEW YORK CITYENERGY CODE. PROPOSED WORK MEETS THE GUIDELINE AND PRESCRIPTION IN THE 2020 NYCECC.
· 3201.7: ALTERATIONS TO EXISTING ENCROACHEMNTS: ALTERATIONS TO EXISTING ENCROACHMENTS BEYOND THEPROPERTY LINE MAY BE PERMITTED IN WHOLE OR IN PART, PROVIDED THAT SUCH ALTERATIONS CONFORM WITHTHE REQUIREMENTS OF THIS CHAPTER.
· 3202.2.2.1 RAMPS: WHEN A BUILDING ERECTED PRIOR TO DECEMBER 6, 1969, IS ALTERED TO PROVIDE ACCESS TOINDIVIDUALS WHO USE WHEELCHAIRS, RAMPS CONSTRUCTED TO PROVIDE SUCH ACCESS MAY, WITH THEAPPROVAL OF THE COMMISSIONER, PROJECT BEYOND THE STREET LINE FOR A DISTANCE OF NOT MORE THAN 44INCHES (1118 MM). RAMPS SHALL COMPLY WITH THE APPLICABLE PROVISIONS OF CHAPTER 11.
BUILDING CODE NOTES
1. SEE ALL DRAWINGS AND DRAWINGS OF OTHER DISCIPLINES FOR ADDITIONAL NOTES ANDSPECIFICATIONS.
2. THE CONTRACTOR IS RESPONSIBLE FOR FAMILIARIZING THEMSELVES WITH THE BUILDING RULESAND REGULATIONS BEFORE AND DURING THE COURSE OF THIS PROJECT. SHOULD A CONFLICT ARISEBETWEEN THE CONTRACT DOCUMENTS AND THE BUILDING RULES, THE CONTRACTOR IS TO NOTIFYTHE DESIGNER IMMEDIATELY. BUILDING RULES AND REGULATIONS SHALL GOVERN EXCEPT WHERETHEY ARE IN CONFLICT WITH APPLICABLE CODES AND ORDINANCES.
3. CONTRACTOR SHALL COORDINATE ALL PHASES OF REMOVAL FOR THE PROJECT AND NOTIFY THEARCHITECT/ENGINEER OF ANY DISCREPANCIES OR CONFLICTING CONDITIONS WHICH WOULDINTERFERE WITH THE SATISFACTORY COMPLETION OF THE WORK, PRIOR TO THE START OFDEMOLITION.
4. CONTRACTOR SHALL PROVIDE TEMPORARY POWER AND LIGHTING THROUGHOUT COURSE OF JOBWHERE REQUIRED.
5. FIRE AND SMOKE DETECTION SYSTEM (EXISTING) TO REMAIN IN OPERATION DURING REMOVAL ANDCONSTRUCTION INCLUDING ALL STROBES.
6. DO NOT REMOVE ANY BUILDING CLASS "E" FIRE PROTECTION SIGNALS OR EQUIPMENT, UNLESSOTHERWISE NOTED. PROTECT AS REQUIRED FOR DURATION OF THE JOB.
7. CONTRACTOR IS RESPONSIBLE FOR REMOVAL OF ALL DEBRIS AND DISCARDED MATERIALS AND/OREQUIPMENT AS INDICATED WITHIN THE SPACE.
8. CONTRACTOR IS RESPONSIBLE TO PROTECT ALL EXISTING ITEMS TO REMAIN (I.E. PLUMBINGFIXTURES, WINDOWS, CONVECTOR COVERS, ETC.) THROUGHOUT THE COURSE OF THE JOB.
9. CONTRACTOR MUST PROVIDE ALL REQUIRED PROTECTION TO ALL SURROUNDING AREASTHROUGHOUT COURSE OF THE DEMOLITION AND CONSTRUCTION.
10. CONTRACTOR IS RESPONSIBLE TO REPAIR AND/OR REPLACE ANY DAMAGE IN THE SURROUNDINGAREAS CAUSED BY THE REMOVAL WORK AND CONSTRUCTION IN "AREA OF WORK".
11. CONTRACTOR TO PATCH ALL SCAR JOINTS AS REQUIRED ON EXISTING CONSTRUCTION TO REMAIN.12. CONTRACTOR IS TO COORDINATE WITH BUILDING MANAGEMENT THE USE OF ELEVATORS AND
SERVICES, AND TO CONFORM TO ALL BUILDING REGULATIONS WITH REGARD TO REMOVAL WORK.13. IMMEDIATELY CLEAN AND REMOVE ALL DEBRIS FROM PUBLIC CORRIDORS AND LOBBIES AFTER
DEMOLITION AND BEFORE COMMENCEMENT OF THE NORMAL WORK DAY.14. ALL ABANDONED POKE THROUGHS IN THE SLAB SHALL BE PATCH AND FILLED PER STANDARD AS
STATED IN THE BUILDING RULES AND REGULATIONS, AND PER ALL LOCAL CODES.15. ASBESTOS: THE ABATEMENT OF ASBESTOS MATERIAL IS EXCLUDED FROM THIS PROJECT AND WILL
BE CONTRACTED SEPARATELY, IF REQUIRED.16. ALL SURFACES OR FINISHES TO REMAIN, IF DAMAGED DURING THE REMOVAL WORK OR AT ANY
STAGE OF THE CONSTRUCTION, SHALL BE REPAIRED BY THE CONTRACTOR AT THEIR OWN EXPENSETO "LIKE NEW" CONDITION. IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO DOCUMENT ANYPREEXISTING DAMAGE AND NOTIFY THE DESIGNER OF ANY SUCH DAMAGE PRIOR TO PRICING ORBIDDING.
REMOVAL NOTES 12PROPOSED PLAN
Retail A
New Landing(footprint of existing stair)
New Stair(within limit ofallowable encroachment)
New ADA Lift(color to matchexisting building)
13
Proposed Relief on Landing/Stair Face to Mimic Extant Ornament
Precast Tread to MatchExisting Building Stone
ADA Lift and Supports (beyond) to Color Match Existing Building
Guardrail with Decorative Upper Band to Mimic Building Ornamental Rails
Lower Band Waterproofing to Match Building Color
PROPOSED ELEVATION
14RAILING PRECEDENTS
66 West 9th St.66 West 9th St.
60 West 9th St.43 West 9th St.
15EXISTING BUILDING IMAGE
16PROPOSED RENDERING