Professional Work in New York 2 by Jun Yan

PROJECT LOCATION:

2050 BARTOW AVENUE

BRONX, NY 10475

PLOT PLAN

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

NYC ENERGY CONSERVATION CODE TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE NYCECC.

ENERGY ANALYSIS - CLIMATE ZONE 4A - 2050 BARTOW AVENUE RENOVATIONS

250'-0" DISTANCE TO STREET

184'-7 5/8"

NUE W AV E ITEM DESCRIPTION

57'-3 5/8"

230'-4

SECTION C402.1.1 REPLACE OPAQUE EXTERIOR SWINGING DOORS

500'-0"

2050 BARTOW AVENUE

PROPOSED DESIGN VALUE

U-0.61 MAX.

CODE PRESCRIPTIVE VALUE

U-0.61 MAX. (TABLE C402.2)

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

SUPPORTING DOCUMENTATION

A-101 (FLOOR PLAN AND DOOR TYPES) A-312 (DOOR DETAILS 13,14,15,16,17,18)

SECTION C402.2.1 REPLACE EXISTING BULKHEAD ROOFING

R-25 MIN. CONTINUOUS XPS INSULATION ABOVE DECK INITIAL SRI: 82 MIN.

R-25ci MIN. INITIAL SRI: 82 MIN. (TABLE C402.2) (TABLE C402.2.1.1)

A-301, A-302 (ROOF DETAILS)

SECTION C402.3 INSTALL NEW WINDOWS TO REPLACE EXISTING

U-0.45 MAX @ OPERABLE FENESTRATION U-0.38 MAX. @ FIXED FENESTRATION AIR LEAKAGE 0.2 CFM/SF MAX. SHGC 0.40 MAX.

U-0.38 MAX. SHGC 0.40 MAX. (TABLE C402.3) (TABLE C402.4.3)

A-311 (WINDOW DETAILS)

SECTION C402.3 REPLACE EXISTING GLASS DOOR WITH NEW GLASS DOOR

U-0.77 MAX. SHGC 0.40 MAX. AIR LEAKAGE 0.2 CFM/SF MAX.

U-0.77 MAX. SHGC 0.40 MAX. (TABLE C402.3) (TABLE C402.4.3)

A-101 (FLOOR PLAN AND DOOR TYPES) A-312 (DOOR DETAILS 4,5,6)

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

301'-4"

CO O

ITY

BL V

125'-4"

BARTO

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

220'-0"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

SCALE: 1:2000

PROJECT INFORMATION PROJECT:

HOPE SENIOR HOUSING

LOCATION:

2050 BARTOW AVENUE, BRONX, NY 10475

BLOCK NO:

5141

LOT NO:

1085

ZONING MAP:

ZONING DISTRICT:

C4-3 (R6 EQUIVALENT )

CONSTRUCTION CLASS:

1A (2014 CODE) 1-B (1968 CODE)

OCCUPANCY CLASS:

R2 (2014 CODE) J2 (1968 CODE)

BUILDING HEIGHT:

67 FT

DWELLING UNITS:

100

PROGRESS INSPECTIONS 1.

ENERGY CODE COMPLIANCE INSPECTIONS (BC 110.3.5)

FINAL (28-116.2.4.2, BC 110.5, DIRECTIVE 14 OF 1975, AND 1 RCNY

GENERAL DEMOLITION NOTES

BUILDING DEPARTMENT NOTES

THE WORK SHALL INCLUDE ALL REMOVALS NOT SPECIFICALLY INDICATED ON DRAWINGS BUT NECESSARY FOR THE COMPLETION OF WORK.

*** THERE IS NO CHANGE TO BULK, EGRESS, FLOOR AREA OR OCCUPANCY PROPOSED UNDER THIS APPLICATION. ***

THE CONTRACTOR SHALL SUBMIT DEMOLITION PROCEDURES AND OPERATIONAL SEQUENCE FOR THE APPROVAL OF THE ARCHITECT AND STRUCTURAL ENGINEER PRIOR TO START OF WORK.

AS PER CODE SECTION 28-101.4.3, ALL ARCHITECTURAL WORK SHALL BE PERFORMED AND DESIGNED IN COMPLIANCE WITH THE 1968 NYC BUILDING CODE.

ACCESSIBILITY PROVISIONS WILL COMPLY WITH THE 2014 CODE.

THE CONTRACTOR SHALL ADHERE TO ALL APPLICABLE CODES, LAWS, REGULATIONS, AND COMMON TRADE PRACTICES.

MECHANICAL, PLUMBING, SPRINKLER AND FIRE ALARM WORK SHALL BE PERFORMED AND DESIGNED IN ACCORDANCE WITH THE 2014 CODE.

WORK SHALL BE EXECUTED IN FULL COMPLIANCE WITH THE APPLICABLE PROVISIONS OF ALL LAWS, BY-LAWS, STATUTES, ORDINANCES, CODES, RULES, REGULATIONS AND LAWFUL ORDERS OF PUBLIC AUTHORITIES BEARING ON THE PERFORMANCE AND EXECUTION OF THE WORK. WORK SHALL BE IN CONFORMANCE WITH THE NEW YORK CITY BUILDING CODES.

DEMOLITION DEBRIS TO BE LEGALLY DISPOSED OF OFF-SITE.

PROVIDE STORAGE FOR REMOVED ITEMS AS INDICATED. THE GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING FROM THE BUILDING AND THE CONSTRUCTION SITE ALL CONSTRUCTION DEBRIS AND/OR ITEMS NOT RETAINED BY THE OWNER.

THE GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY BARRICADES AND OTHER FORMS OF PROTECTION AS REQUIRED TO PROTECT PERSONNEL AND CONSTRUCTION WORK.

PROVIDE PROTECTIVE MEASURES AS REQUIRED TO PROVIDE FREE AND SAFE PASSAGE OF CONSTRUCTION PERSONNEL TO AND FROM PORTIONS OF THE BUILDING. KEEP ALL EXITS OPEN AT TIMES DURING DEMOLITION AND CONSTRUCTION EXCEPT FOR WHEN EXIT AREA IS UNDERGOING DEMOLITION REMOVAL.

THE CONTRACTOR SHALL PROMPTLY NOTIFY THE AUTHORITY OF ANY PORTIONS OF THE WORK, IN THE CONTRACT DOCUMENTS THAT ARE AT VARIANCE WITH THE ABOVE.

ALL MATERIALS, ASSEMBLIES, FORMS OF CONSTRUCTION AND SERVICE EQUIPMENT REGULATED BY CODE SHALL MEET THE FOLLOWING REQUIREMENTS: 6.1. 6.2.

PROTECT FROM DAMAGE EXISTING FINISH WORK THAT IS TO REMAIN IN PLACE & BECOMES EXPOSED DURING DEMOLITION OPERATIONS.

6.3. 6.4.

PROTECT FLOORS TO REMAIN WITH SUITABLE COVERINGS WHEN NECESSARY.

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

REVISIONS REV NO. 100% CDs REVIEW SET

THEY SHALL HAVE BEEN ACCEPTABLE PRIOR TO THE EFFECTIVE DATE OF THE CODE BY THE BOARD OF STANDARDS AND APPEALS OR MEA. THEY SHALL HAVE BEEN ACCEPTED FOR THE USE UNDER THE PRESCRIBED TEST METHODS BY THE COMMISSIONER (OR) APPROVED BY THE OFFICE OF TECHNICAL CERTIFICATION AND RESEARCH (OTCR) SHALL BE LISTED AND LABELED BY DOB RECOGNIZED AGENCY TO MEET REQUIRED STANDARD.

ASC H

SPECIAL INSPECTIONS

THE WORK MEETS THE CRITERIA OR SECTION BC 1704.4 FOR THE EXEMPTION FROM THE REQUIREMENT OF SPECIAL INSPECTION OF 'CONCRETE CAST IN PLACE' AND I HEREBY ELECT

INSULATION PLACEMENT AND R VALUES (IIA2)

FENESTRATION THERMAL VALUES AND RATINGS (IIA3)

FENESTRATION RATINGS FOR AIR LEAKAGE (IIA4)

AIR SEALING AND INSULATION-VISUAL (IIA6)

SHUTOFF DAMPERS (IIB2)

HVAC & SERVICE WATER HEATING EQUIPMENT (IIB3)

HVAC & SERVICE WATER SYSTEM CONTROLS (IIB4)

HVAC INSULATION AND SEALING (IIB5)

ELECTRICAL ENERGY CONSUMPTION (IICI)

10.

LIGHTING IN DWELLING UNITS (IIC2)

11.

INTERIOR LIGHTING POWER (IIC3)

12.

EXTERIOR LIGHTING POWER (IIC4)

13.

LIGHTING CONTROLS (IIC5)

14.

MAINTENANCE INFORMATION (IID1)

VD BARTOW

TOW

BAR

ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE BUREAU OF ELECTRICAL CONTROL ALL REQUIRED PERMITS, INSPECTIONS, AND SIGNOFFS.

1. AS 28-104.8.4 TENANT PROTECTION PLAN, EGRESS: REQUIRED EGRESS SHALL NOT BE OBSTRUCTED AT ANY TIME. EGRESS AT EXISTING CORRIDORS, FIRE STAIRS, ETC. MUST BE MAINTAINED AT ALL TIMES.

14.

PERFORM SELECTIVE DEMOLITION WORK IN A SYSTEMATIC MANNER. USE SUCH METHODS AS REQUIRED TO COMPLETE WORK AS INDICATED ON DRAWINGS IN ACCORDANCE WITH DEMOLITION SCHEDULE AND GOVERNING REGULATIONS.

2. EXISTING FIRE SAFETY FOR ALL OCCUPIED DWELLING UNITS SHALL BE MAINTAINED AND NOT DIMINISHED. ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA AND/OR IN ANY AREA OF THE BUILDING ARE TO BE SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS IS TO BE CONTROLLED BY THE BUILDING OWNER AND/OR GENERAL CONTRACTOR.

15.

IF UNANTICIPATED MECHANICAL, ELECTRICAL, OR STRUCTURAL ELEMENTS WHICH CONFLICT WITH INTENDED FUNCTION OR DESIGN ARE ENCOUNTERED , INVESTIGATE AND MEASURE BOTH NATURE AND EXTENT OF CONFLICT. SUBMIT REPORT IN WRITTEN, ACCURATE DETAIL. PENDING RECEIPT OF DIRECTIVE, REARRANGE DEMOLITION SCHEDULES AS NECESSARY TO CONTINUE OVERALL JOB PROGRESS WITHOUT DELAY. ALL OPENINGS, PENETRATIONS AND VOIDS LEFT BY THE REMOVAL OF EXISTING CONSTRUCTION SHALL BE PROPERLY PATCHED AND CLOSED OFF TO MEET PROPER FIRE RATINGS. FINISH AS SCHEDULED.

17.

UPON COMPLETION OF DEMOLITION WORK, REMOVE TOOLS, EQUIPMENT, AND DEMOLISHED MATERIALS FROM SITE. REMOVE PROTECTIONS AS DIRECTED AND LEAVE ALL AREAS BROOM CLEAN.

18.

REPAIR DEMOLITION PERFORMED IN EXCESS OF THAT REQUIRED. RETURN STRUCTURES AND SURFACES TO REMAIN TO CONDITION EXISTING PRIOR TO COMMENCEMENT OF SELECTIVE DEMOLITION WORK. REPAIR ADJACENT CONSTRUCTION OR SURFACES SOILED OR DAMAGED BY SELECTIVE DEMOLITION WORK, AT NO ADDITIONAL COST TO THE OWNER.

AVENUE

2050 BARTOW AVENUE

TENANT SAFETY NOTES / TENANT PROTECTION PLAN

USE TEMPORARY ENCLOSURES AND OTHER SUITABLE METHODS TO LIMIT DUST AND DIRT FROM RISING AND SCATTERING IN AIR TO LOWEST PRACTICAL LEVELS THAT COMPLY WITH GOVERNING REGULATIONS PERTAINING TO ENVIRONMENTAL PROTECTION.

16.

BARTOW

NUE

13.

THE CONTRACTOR SHALL EMPLOY MEANS AND METHODS THAT MINIMIZE VIBRATIONS, NOISE, DUST, POLLUTANTS, & OTHER DISTURBANCES TO ADJACENT BUILDING OPERATIONS.

AVENUE

AVE

R AV STE CHE BAY

12.

Y BL

PLUMBING WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES WHO SHALL ARRANGE FOR AND OBTAIN THROUGH THE DEPARTMENT OF BUILDINGS ALL REQUIRED PERMITS, INSPECTIONS, AND REQUIRED SIGNOFFS.

SUCH AN EXEMPTION.

ENERGY CODE INSPECTIONS

P CIT

POST INSTALLED ANCHORS (BC 1704.32)

CONDUCT DEMOLITION OPERATIONS AND DEBRIS REMOVAL IN A MANNER TO ENSURE MINIMUM INTERFERENCE WITH ROADS, STREETS, WALKS AND OTHER ADJACENT OCCUPIED OR USED STRUCTURES. DO NOT CLOSE, BLOCK, OR OTHERWISE OBSTRUCT STREETS, WALKS, OR OTHER OCCUPIED OR USED FACILITIES WITHOUT WRITTEN PERMISSION FROM AUTHORITIES HAVING JURISDICTION. PROVIDE ALTERNATE ROUTES AROUND CLOSED OR OBSTRUCTED TRAFFIC WAYS IF REQUIRED BY GOVERNING REGULATION.

CO O

8. 11.

SPRINKLER SYSTEMS (BC 1704.23)

BLV

ITY

FIRE-RESISTANT PENETRATIONS AND JOINTS (BC 1704.27)

H ALDRIC

CO O

MECHANICAL SYSTEMS (BC 1704.16)

THE CONTRACTOR'S LICENSED PROFESSIONAL IS RESPONSIBLE FOR FILING APPLICATION AND OBTAINING PERMITS FOR SCAFFOLDING, SIDEWALK BRIDGING, ANY OTHER CONSTRUCTION EQUIPMENT OR PUBLIC PROTECTIVES REQUIRED TO ENSURE SAFETY OF OPERATION AND THE PUBLIC AS PER NYC CONSTRUCTION CODE.

H LO

MASONRY (BC 1704.5)

THE CONTRACTOR SHALL PROVIDE AND BE RESPONSIBLE FOR ADJACENT STRUCTURES AND SPACES WITHIN THE AREA OF OPERATION UNDER THIS CONTRACT. ANY DAMAGE OR DISTURBANCE RESULTING FROM WORK DONE UNDER THIS CONTRACT SHALL BE PROMPTLY RESTORED, REPLACED OR REPAIRED AT NO EXTRA COST TO THE OWNER.

ASC

10. 1.

LOO

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

3. THE GENERAL CONTRACTOR SHALL ENSURE THAT DUST IS CONTROLLED, AND THAT DISPOSAL OF CONSTRUCTION DEBRIS IS PERFORMED IN SUCH A MANNER AS TO NOT INTERFERE WITH OCCUPIED DWELLING UNITS. DEBRIS, DIRT AND DUST ARE TO BE KEPT TO A MINIMUM AND BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA, AND BE CLEANED UP AND CLEARED FROM THE BUILDING PERIODICALLY TO AVOID ANY EXCESSIVE ACCUMULATION. THE WORK SHALL COMPLY WITH ALL APPLICABLE PROVISIONS OF LAW PERTAINING TO LEAD AND ASBESTOS. 4. THERE WILL BE NOBODY OCCUPYING THE PROPOSED CONSTRUCTION AREA TO BE RENOVATED DURING THE COURSE OF CONSTRUCTION WORK. ALL EXISTING MEANS OF EGRESS MAY NOT BE USED TO STORE MATERIAL, EQUIPMENT AND DEBRIS. TRANSPORTATION OF ALL MATERIALS, EQUIPMENT AND DEBRIS MUST BE COORDINATED WITH THE BUILDING SUPERINTENDENT.

BUILDING DEPARTMENT NOTES, PLOT PLAN, NOTES

5. NO STRUCTURAL WORK IS PROPOSED THEREFORE STRUCTURAL SAFETY OF THE DWELLING UNITS WILL NOT BE AFFECTED.

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

6. THE GENERAL CONTRACTOR SHALL ENSURE THAT NOISE IS LIMITED TO ACCEPTABLE LEVELS IN ACCORDANCE WITH THE NEW YORK CITY NOISE CONTROL CODE. 7. CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS 9AM TO 5PM, MONDAYS THRU FRIDAYS, EXCEPT LEGAL HOLIDAYS, UNLESS AN AFTER-HOURS WORK PERMIT IS ISSUED.

G-001.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

24" MAX.

36" MIN.

30"

60" MIN.

PARALLEL

FORWARD

NOTE: IF x < 24", ONLY 30" CLEAR NEED BE PROVIDED IN ALCOVE

NOTE: IF x < 15", ONLY 48" CLEAR NEED BE PROVIDED IN ALCOVE

FORWARD APPROACH

PARALLEL APPROACH

MAXIMUM SIDE REACH OVER OBSTRUCTION

24" MIN.

48" MIN. (54" MIN. IF CLOSER IS PROVIDED)

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

FRONT APPROACH

HINGE APPROACH

CLOSET

SIDE REACH

CLEAR FLOOR SPACE IN ALCOVES

CLEAR FLOOR SPACE

LATCH APPROACH

SHELVES

54"

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

21" MAX.

UNOBSTRUCTED

LATCH APPROACH

12" MIN. WITH BOTH CLOSER AND LATCH

22" MIN.

42" MIN.

48" MIN.

48" MAX.

34" MAX.

46"

9" MIN

54" MAX.

9" MIN

54" MAX.

X > 15"

30" MIN.

X > 24"

30" MIN.

48" MIN.

30" x 48" CLEAR FLOOR SPACE

30" MIN.

60" MIN.

48" MAX.

54"

30" MIN.

10" MAX

TURNS AROUND AN OBSTRUCTION

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

24" MIN.

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

42" MIN.

WHEELCHAIR TURNING SPACE

FORWARD REACH

FRONT APPROACH

48" MIN.

42" MIN (X<48") 36" MIN (X>48")

T-SHAPED

X = 42" IF Y= 54" X = 36" IF Y= 60"

HINGE APPROACH

UNOBSTRUCTED

48" MIN.

CIRCULAR

OBSTRUCTED

12" MIN.

24" MIN.

20" MAX.

42" MIN. (48" MIN. W/ CLOSER)

36" MIN.

12" MIN.

20" - 25"

18" MIN. X

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

42" MIN. (48" MIN. WITH BOTH CLOSER AND LATCH)

24" MIN.

60" MIN.

36" MIN.

60" MIN.

44" MAX.

48" MIN (X<48") 36" MIN (X>48)

60" MIN.

BRONX, NY 10475

DOOR CLEARANCES

X > 15"

REACH RANGES

PATH OF TRAVEL

2050 BARTOW AVENUE

COMMERCIAL BATHROOM PLAN

PROTRUDING OBJECTS > 12"

POCKET OR HINGE APPROACH

CANE DETECTION AREA

FRONT APPROACH

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

STOP OR LATCH APPROACH

X<80"

MANEUVERING CLEARANCES @ DOORS

ANY AMOUNT

78" 32"

24" MAX.

DOOR WIDTH

MAXIMUM DOORWAY DEPTH

> 12"

60" MIN.

18" MIN.

60" MIN.

39" MIN.

38" MIN.

2'-2"

36" MAX.

42" MIN.

32" MAX.

18" MAX.

12" 36" MIN. MIN.

56" MIN

56"X60" CLEAR FLOOR SPACE

30" X 48" CLEAR FLOOR SPACE

5'-0" /

74"

CANE RANGE < 27"

< 27"

80" MIN.

ANY AMOUNT

32" MIN.

FREE STANDING OVERHANGING OBJECTS - PLAN

27" MAX

OVERHEAD HAZARDS

4" MAX.

27" MAX.

CLEAR WIDTH

REVISIONS

REV NO. 100% CDs REVIEW SET

WALKING PARALLEL TO WALL

WALKING PERPENDICULAR TO WALL

FREE STANDING OVERHANGING OBJECTS - ELEVATION

48" MIN.

H ALDRIC

ASC

H LO

CO O

TWO HINGED DOORS IN SERIES

LOO

Y BL

ASC H

P CIT

2 MIN.

60" MIN.

DOOR WIDTH

0- 1/2" MAX.

48" MIN.

1/4" MAX.

DOOR WIDTH

FLOOR SURFACES

BARTOW

TOW

BAR

BARTOW

AVENUE

NUE

AVE

2050 BARTOW AVENUE

ITY

BLV

ADAPTABLE BATHROOMS

ACCESSIBILITY

AVENUE

E R AV STE CHE BAY

THIS BUILDING WILL BE DESIGNED TO BE IN COMPLIANCE WITH THE NYC 2014 CODE AND SECTION 504 OF THE UNIFORM ACCESSIBILITY STANDARDS (UFAS)

ACCESSIBLE BUILDING ENTRANCE ON AN ACCESSIBLE ROUTE

36"MIN

ACCESSIBLE ROUTE INTO AND THROUGH THE UNIT

12" MIN

12" MAX

24" MIN 38" MIN

4'-0" 6" MAX

24" MIN

6" MAX 32" MAX 6" MIN

32" 6" MIN MAX

15" 18"

32" MAX 6" MIN

30" X 48" CLEAR FLOOR SPACE

30" MIN 33" MIN

24"MIN (42" PREFERRED)

12" MIN 32" MAX 6" MIN

24"MIN (42" PREFERRED)

32" MAX 38" MIN

IN ADDITION TO OTHER REQUIREMENTS FOR DOORS, DOORS IN COMMON AREAS SHALL BE MINIMUM 32" IN WIDTH, HAVE ACCESSIBLE THRESHOLDS AND SHALL HAVE MANEUVERING CLEARANCES AS REQUIRED BY LAW.

36"

USABLE DOORS

30" X 48" CLEAR FLOOR SPACE

12" MAX 48" MIN

15" 18"

33" MIN

PUBLIC AND COMMON AREAS, INCLUDING POOL, FITNESS , AND OTHER AMENITY SPACES, SHALL BE ACCESSIBLE.

56" MIN

32" MAX 6" MIN

THERE SHALL BE, FROM THE PUBLIC STREET AND INTO THE MAIN ENTRANCE LOBBY, A PATH OF TRAVEL THAT MEETS THE REQUIREMENTS OF SECTION 4.14. DOORS PROVIDING TRANSITION BETWEEN THE EXTERIOR AND INTERIOR SHALL MEET THE REQUIREMENTS OF SECTION 4.13.

ACCESSIBLE PUBLIC AND COMMON AREAS

CO O

COMPLIANCE STATEMENT

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

60" MIN

A 36" WIDE ACCESSIBLE ROUTE SHALL PROVIDE ACCESS TO ALL AREAS OF THE UNIT. LEVEL CHANGES SHALL COMPLY WITH FIGURE 7-c AND 7-d. FLOOR LEVELS ON EACH SIDE OF THE PRIMARY ENTRANCE DOOR SHALL BE WITHIN 1/2" OF EACH OTHER. CHANGE IN LEVEL AT SECONDARY ENTRANCE DOORS MAY BE UP TO 1/2" AT PERVIOUS EXTERIOR MATERIAL AND UP TO 4" AT IMPERVIOUS EXTERIOR MATERIAL. EXTERIOR THRESHOLDS SHALL NOT EXCEED 3/4" IN HEIGHT.

LIGHT SWITCHES, ELECTRICAL OUTLETS, THERMOSTATS AND OTHER ENVIRONMENTAL CONTROLS OUTLETS AND ENVIRONMENTAL CONTROLS SHALL BE WITHIN THE REACH RANGES AS SPECIFIED IN ANSI 117.1-2009.

REINFORCED WALLS FOR GRAB BARS BATHROOM WALLS SHALL BE REINFORCED FOR FUTURE INSTALLATION OF GRAB BARS AT THE WATER CLOSET, BATHTUB AND SHOWER AT THE LOCATIONS SPECIFIED IN ANSI 117.1-2009 6.

ADAPTABLE UNITS ALL ADAPTABLE RESIDENTIAL APARTMENTS TO BE TYPE B+ UNITS

ACCESSIBILITY PROVISIONS

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

G-002.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

BOHLER ENGINEERING, PLLC IS NOT RESPONSIBLE OR RETAINED BY ANY PARTY FOR JOB SITE SAFETY OR CONSTRUCTION SUPERVISION, NOR IS THE ENGINEER OF RECORD FOR SAME. CONTRACTOR SHALL PERFORM ALL ITS ACTIVITIES IN A SYSTEMATIC AND SAFE MANNER IN ACCORDANCE WITH OSHA REQUIREMENTS, AND ANY CODES, RULES, REGULATIONS, AND OR LAWS OF THE APPLICABLE GOVERNING JURISDICTIONS TO ENSURE THE PROTECTION AND SAFETY OF THE PUBLIC AND THE JOB SITE.

SITE MODIFICATION PLANS

THE ENGINEER OF RECORD SHALL NOT BE RESPONSIBLE FOR ANY ACTS OR OMISSIONS OF THE CONTRACTOR, SUBCONTRACTOR, AND ANY ENTITY PERFORMING ANY PORTIONS OF THE WORK, OR ANY AGENTS OR EMPLOYEES OF ANY OF THEM. THE ENGINEER OF RECORD DOES NOT GUARANTEE THE PERFORMANCE OF THE CONTRACTOR AND SHALL NOT BE RESPONSIBLE FOR THE CONTRACTOR'S FAILURE TO PERFORM ITS WORK IN ACCORDANCE WITH THE CONTRACT DOCUMENTS OR ANY APPLICABLE LAWS, CODES, RULES OR REGULATIONS.

PROPOSED

PRIOR TO THE COMMENCEMENT OF CONSTRUCTION, CONTRACTOR MUST INSPECT THE SITE, SATISFY ITSELF AS TO THE CONDITION OF THE SITE INCLUDING, BUT NOT LIMITED TO, ALL STRUCTURAL, SURFACE AND SUBSURFACE CONDITIONS, FAMILIARIZE ITSELF WITH THE SITE AND THE LOCAL CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED, AND CORRELATE ITS OBSERVATIONS WITH THE REQUIREMENTS OF THE CONTRACT DOCUMENTS. CONTRACTOR IS AWARE THAT THE CONTRACT DOCUMENTS FOR THIS PROJECT INCLUDE VARIOUS RESOURCES, WHICH MAY BE IN A FORMAT OTHER THAN DRAWING DOCUMENTS. SUCH RESOURCES MAY INCLUDE, BUT ARE NOT LIMITED TO, SOIL MECHANICS STUDIES; ENVIRONMENTALLY RELATED INVESTIGATIONS, STUDIES, MAPPING, RECOMMENDATIONS; LAND SURVEYS; TITLE REPORTS; ARCHITECTURAL DOCUMENTS INCLUDING STRUCTURAL, MECHANICAL, ELECTRICAL AND PLUMBING; TESTING REPORTS; ET AL. CONTRACTOR SHALL FAMILIARIZE HIMSELF WITH ALL SUCH ITEMS PRIOR TO COMMENCEMENT OF CONSTRUCTION RELATED ACTIVITIES. ANY REQUIRED CLARIFICATION BY THE CONTRACTOR SHALL BE IN WRITING TO THE OWNER AND BOHLER ENGINEERING, PLLC PRIOR TO COMMENCING CONSTRUCTION RELATED ACTIVITIES.

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

CONTACT INFORMATION

HELPERN ARCHITECTS, P.C.

REFERENCES

UTILITIES

¨BOUNDARY & TOPOGRAPHIC SURVEY:

¨ELECTRIC

CONTROL POINT ASSOCIATES, INC. 14 PENN PLAZA, 225 W. 34TH ST. NEW YORK, NY 10122 DATED: 02/14/17

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

CON EDISON BRIAN DEVLIN, DISTRICT MANAGER 1775 GRAND CONCOURSE (BETWEEN 174TH AND 175TH ST.)

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

(914) 789-0711 (P)

GOVERNING AGENCIES

PRIOR TO STARTING ANY CONSTRUCTION RELATED ACTIVITIES, THE CONTRACTOR SHALL ENSURE THAT ANY AND ALL PERMITS AND APPROVALS HAVE BEEN OBTAINED, AND/OR WILL OBTAIN THOSE THAT ARE TO BE OBTAINED DURING CONSTRUCTION, BY AND OR FROM THE APPROPRIATE GOVERNING JURISDICTIONS' LEGAL REQUIREMENTS. CONTRACTOR WILL ALSO RENEW ANY SUCH PERMITS. THE CONTRACTOR ASSUMES ALL RISK ASSOCIATED WITH THE COMMENCEMENT OF CONSTRUCTION WITHOUT SATISFYING ALL OF THE LEGAL REQUIREMENTS. CONTRACTOR SHALL BE LIABLE FOR ANY COSTS, DAMAGES, LOSSES AND EXPENSES ARISING OUT OF THE VIOLATION OF ANY SUCH LEGAL REQUIREMENTS BY THE CONTRACTOR, ANY SUBCONTRACTORS OR ANYONE FOR WHOM THE CONTRACTOR IS RESPONSIBLE. THE CONTRACTOR SHALL INDEMNIFY, DEFEND AND SAVE HARMLESS THE OWNER AND BOHLER ENGINEERING, PLLC FROM AND AGAINST ANY SUCH COSTS, DAMAGES, LOSSES AND EXPENSES, INCLUDING REASONABLE ATTORNEY FEES AND DISBURSEMENTS, ATTRIBUTABLE TO ANY SUCH VIOLATION OR NONCOMPLIANCE BY CONTRACTOR OR ANY SUBCONTRACTOR, AS WELL AS ANY DELAY IN THE COMPLETION OF THE WORK. NO CONSTRUCTION RELATED ACTIVITIES SHOULD COMMENCE UNTIL THE CONTRACTOR HAS THOROUGHLY REVIEWED THE ENTIRE CONTRACT DOCUMENTS AND THOROUGHLY REVIEWED THE APPROVALS AND PERMITS OBTAINED FROM THE APPROPRIATE GOVERNING JURISDICTIONS. CONTRACTOR SHALL MAINTAIN ALL SUCH PERMITS AND APPROVALS AT THE JOB SITE AT ALL TIMES AND MAKE SAME AVAILABLE UPON REQUEST.

BRONX, NY 10475

FOR:

DO NOT SCALE PLANS. COPYING, PRINTING, SOFTWARE AND OTHER PROCESSES REQUIRED TO PREPARE THE DESIGN PLANS CAN STRETCH OR SHRINK THE ACTUAL PAPER THEREFORE AFFECTING THE LAYOUT. THEREFORE, SCALING OF THE DESIGN PLANS MAY RESULT IN INACCURACIES. CONTACT THE ENGINEER OF RECORD WITH ANY NEED FOR ADDITIONAL DIMENSIONS OR CLARIFICATIONS. THE ENGINEER OF RECORD SHALL NOT SUPERVISE, DIRECT OR HAVE CONTROL OVER THE CONTRACTOR'S WORK NOR HAVE ANY RESPONSIBILITY FOR THE CONSTRUCTION MEANS, METHODS, TECHNIQUES, SEQUENCES OR PROCEDURES SELECTED NEITHER BY THE CONTRACTOR NOR FOR THE CONTRACTOR'S SAFETY PRECAUTIONS OR PROGRAMS IN CONNECTION WITH THE WORK. THESE RIGHTS AND RESPONSIBILITIES ARE SOLELY THOSE OF THE CONTRACTOR IN ACCORDANCE WITH THE CONTRACT DOCUMENTS.

2050 BARTOW AVENUE

¨NYCDOB WERNER R. DEFOE, RA BOROUGH COMMISSIONER 1932 ARTHUR AVENUE, 5TH FLOOR BRONX, NY 10457 (718) 960-4700 (P)

LOCATION OF SITE:

2050 BARTOW AVENUE, BOROUGH OF BRONX BRONX COUNTY, NEW YORK

ROW JURISDICTION NIVARDO LOPEZ BOROUGH COMMISSIONER 315 E. 149TH STREET BRONX, NY 10451 (212) 748-6680

SHEET TITLE

ALL CONSTRUCTION RELATED ACTIVITIES SHALL BE PERFORMED IN ACCORDANCE WITH THE CONTRACT DOCUMENTS AS WELL AS IN ACCORDANCE WITH ALL THE REQUIREMENTS OF THE APPROPRIATE GOVERNING JURISDICTIONS. THE CONTRACTOR SHALL PROMPTLY REPORT TO THE OWNER AND BOHLER ENGINEERING, PLLC ANY ERROR, OMISSION, INCONSISTENCY, CONFLICT, AMBIGUITY OR SIMILAR DEFECT THAT MAY BE APPARENT FROM CONTRACTOR'S REVIEW OF THE CONSTRUCTION DOCUMENTS, THE CONTRACT DOCUMENTS, AND/OR EXISTING CONDITIONS AT THE PROJECT SITE. CONTRACTOR SHALL IMMEDIATELY UPON DISCOVERY BRING SUCH ERROR, OMISSION, INCONSISTENCY, CONFLICT, AMBIGUITY OR SIMILAR DEFECT TO THE ATTENTION OF THE OWNER AND BOHLER ENGINEERING, PLLC FOR RESOLUTION. IT IS EXPRESSLY UNDERSTOOD AND AGREED THAT OWNER, IN CONSULTATION WITH BOHLER ENGINEERING, PLLC AND THE ARCHITECT, SHALL BE THE INTERPRETER OF THE CONTRACT DOCUMENTS AND SHALL RESOLVE ANY SUCH CONFLICTS AND AMBIGUITIES. IN THE EVENT THERE IS ANY SUCH ERROR, OMISSION, INCONSISTENCY, CONFLICT, AMBIGUITY OR SIMILAR DEFECT, THEN THE MORE STRINGENT PROVISION SHALL APPLY. IN ADDITION, IN THE EVENT THERE IS ANY SUCH ERROR, OMISSION, INCONSISTENCY, CONFLICT, AMBIGUITY OR SIMILAR DEFECT, WHICH RESULT IN A CHOICE BETWEEN DIFFERENT MEANS AND METHODS TO PERFORM THE WORK AFTER THE RESOLUTION OF THE CONFLICT OR AMBIGUITY, CONTRACTOR SHALL BE RESPONSIBLE TO PERFORM THE WORK WITHOUT ADDITIONAL COMPENSATION FOR USING THE COSTLIER MEANS AND METHODS. IF CONTRACTOR PERFORMS ANY SUCH WORK BEFORE THE OWNER AND BOHLER ENGINEERING, PLLC HAVE HAD A REASONABLE TIME TO RESPOND, THE CONTRACTOR SHALL SOLELY BEAR THE RISK OF PERFORMING SUCH WORK CONTRARY TO THE RESOLUTION THEREOF BY OWNER.

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

SHEET NUMBER

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

PAGE

COVER SHEET

C-001.00

1 OF 6

REMOVALS PLAN

C-002.00

2 OF 6

SITE LAYOUT PLAN

C-003.00

3 OF 6

GRADING PLAN

C-004.00

4 OF 6

LANDSCAPE PLAN

C-005.00

5 OF 6

DETAIL SHEET

C-006.00

6 OF 6

V-001.00

1 OF 1

PARTIAL TOPOGRAPHIC SURVEY (BY OTHERS)

BARTOW AVENUE

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

SHEET INDEX

WHEN WORK IS INDICATED ON THE DRAWINGS BUT IS NOT CALLED FOR IN THE OTHER CONTRACT DOCUMENTS, OR IS CALLED FOR IN THE OTHER CONTRACT DOCUMENTS BUT IS NOT INDICATED ON THE DRAWINGS, AND THE NATURE OF THE WORK IS SUCH THAT IT SHOULD BE PERFORMED BY WORKERS EMPLOYED BY THIS CONTRACTOR, OR IF STANDARD BUILDING PRACTICES IN THE LOCALE OF THE PROJECT WOULD REQUIRE SUCH WORK TO BE PERFORMED BY THIS CONTRACTOR, THEN SUCH WORK SHALL BE DEEMED A PART OF THE WORK COVERED BY THIS CONTRACT AND SHALL BE PERFORMED BY THIS CONTRACTOR WITHOUT ADDITIONAL COMPENSATION.

THE CONTRACTOR IS RESPONSIBLE FOR COORDINATION OF THE CIVIL DESIGN DOCUMENTS AND THE ARCHITECTURAL DOCUMENTS FOR REFERENCE TO EXACT BUILDING UTILITY CONNECTION LOCATIONS, GREASE TRAP REQUIREMENTS AND DETAILS, ENTRY AND EXIT LOCATIONS, FINISHED FLOOR ELEVATIONS AND EXTERIOR GRADING, ETC. THE UTILITY SERVICE SIZES SHALL BE DETERMINED BY THE ARCHITECT.

VERIZON 1 CROSS ISLAND PLAZA, SUITE 225 ROSEDALE, NY 11422 (718) 977-7025 (P) (718) 977-7987 (F)

¨NYCDOT

BLOCK 5141, LOT 1085

THE CONTRACTOR SHALL BE FAMILIAR WITH AND SHALL BE RESPONSIBLE FOR THE PROCUREMENT AND SCHEDULING OF ANY AND ALL CERTIFICATIONS, TESTING, INSPECTIONS, ETC., INCLUDING THOSE THAT SHALL BE PERFORMED BY THIRD PARTIES, REQUIRED BY THE APPROPRIATE GOVERNING JURISDICTIONS DURING THE COURSE OF CONSTRUCTION OR FOR THE PURPOSES OF PROCURING SIGNOFFS, CERTIFICATE OF COMPLETIONS OR CERTIFICATE OF OCCUPANCY. IF THE CONTRACT DOCUMENTS OR ANY LAWS, RULES, ORDINANCES OR REGULATIONS OF ANY FEDERAL, STATE OR LOCAL GOVERNMENTAL AUTHORITIES HAVING JURISDICTION OVER THE WORK REQUIRE THAT ANY WORK BE INSPECTED OR TESTED, CONTRACTOR SHALL GIVE SUCH GOVERNING ENTITIES TIMELY NOTICE OF READINESS OF THE WORK FOR INSPECTION OR TESTING, COORDINATE AND FIX THE DATE FOR SUCH INSPECTION OR TESTING BY SUCH JURISDICTIONAL ENTITIES AND PROCURE THE NECESSARY MEANS TO HAVE SUCH INSPECTION OR TESTING PERFORMED TO THE SATISFACTION OF THE GOVERNING JURISDICTIONAL ENTITIES.

¨TELEPHONE

REVISIONS REV NO.

DATE

REV S O INS

09 2-2-017

100% CDs REVIEW SET

BARTOW AVENUE & CO OP CITY BLVD.

ASC

ALL CONCRETE SHALL HAVE THE MINIMUM COMPRESSIVE STRENGTH AT TWENTY-EIGHT (28) DAYS UNLESS OTHERWISE INDICATED IN THE CONSTRUCTION DOCUMENTS. UNSUITABLE MATERIALS, CONSTRUCTION DEBRIS, EXCESS SOIL, ETC., SHALL BE PROPERLY REMOVED AND DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL CODES, ORDINANCES, AND LAWS OF THE APPLICABLE GOVERNING JURISDICTIONS. ALL FILL, COMPACTION AND BACKFILL MATERIALS AND PLACEMENT METHODS REQUIRED FOR THE CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE RECOMMENDATIONS PROVIDED IN THE SOIL MECHANICS STUDIES. THE CONTRACTOR SHALL PLACE ASPHALT WITH SUITABLE GRADES TO PREVENT PONDING.

H ST

ALDRIC

OO P

P CIT Y BL VD

THESE GENERAL NOTES PROVIDED HEREIN ARE INTENDED TO SUPPLEMENT THE NOTES AND OR SPECIFICATIONS PROVIDED ELSEWHERE IN THESE CONTRACT DOCUMENTS AND ANY CODES, RULES, REGULATIONS, AND OR LAWS PROMULGATED BY APPLICABLE GOVERNING JURISDICTIONS. CONTRACTORS ARE MADE FULLY AWARE THAT THIS GENERAL NOTES SHEET IS PART OF THE ENTIRE CONTRACT DOCUMENTS AND SHALL NOT BE OMITTED IN ANY PARTIAL TRANSMISSIONS OF THE CONTRACT DOCUMENTS. CONTRACTOR SHALL BE RESPONSIBLE TO ENSURE ANY PARTIAL TRANSMISSION OR RECEIPT OF THE CONTRACT DOCUMENTS INCLUDES THIS GENERAL NOTES SHEET.

ASC

H LO

CO O

GENERAL NOTES

PROJECT LOCATION:

CO OP CITY BLVD.

THE CONTRACTOR SHALL BE RESPONSIBLE TO USE APPROPRIATE DUST CONTROL AND EROSION CONTROL MEASURES IN ACCORDANCE WITH FEDERAL, STATE AND OR LOCAL STANDARDS, RULES, REGULATIONS OF THE APPROPRIATE GOVERNING JURISDICTIONS. AFTER CONSTRUCTION IS COMPLETE, ADJACENT STRUCTURES AND AREAS SHALL BE CLEANED OF ALL DUST AND DEBRIS CAUSED BY THE CONSTRUCTION OPERATIONS. THE CONTRACTOR IS RESPONSIBLE FOR RETURNING ALL ADJACENT AREAS TO THEIR PRE-CONSTRUCTION CONDITIONS.

BARTOW

BAR

TOW

AVENUE

BARTOW

AVENUE

NUE

AVE

LVD

2050 BARTOW AVENUE

VE ER A ST CHE BAY

THE CONTRACTOR SHALL NOT USE AREAS OUTSIDE THE PROPERTY LINE AND OR WORK LIMITS WITHOUT WRITTEN PERMISSION FROM THE OWNER AND OR THE APPROPRIATE GOVERNING JURISDICTIONS, WHICH MAY BE IN THE FORM OF PERMITS. DURING ALL CONSTRUCTION RELATED OPERATIONS, THE CONTRACTOR SHALL PROTECT AND MAINTAIN THE OPERATION, IN A MANNER SATISFACTORY TO OWNER, OF ALL ACTIVE SYSTEMS THAT ARE NOT TO BE REMOVED.

CONSTRUCTION DOCUMENTS

PROPOSED WATER SERVICE MATERIALS, BURIAL DEPTH AND COVER REQUIREMENT SHALL BE IN ACCORDANCE WITH THE LOCAL UTILITY COMPANIES' REQUIREMENTS. CONTRACTOR SHALL INCLUDE ALL FEES AND APPURTENANCES REQUIRED BY THE LOCAL UTILITY COMPANIES TO PROVIDE THE OWNER WITH A COMPLETE WORKING WATER SERVICE. ALL TOPOGRAPHY SHOWN IN THESE CONSTRUCTION DOCUMENTS DEPICT THE EXISTING CONDITIONS AT THE TIME OF THE CONTRACT DOCUMENTS' PREPARATION. CONTRACTOR SHALL OBSERVE THE CONDITIONS OF THE PROJECT PRIOR TO COMMENCING CONSTRUCTION RELATED ACTIVITIES AND NOTIFY THE OWNER AND THE ENGINEER OF RECORD IN WRITING IF ANY DEVIATIONS FROM THE CONSTRUCTION DOCUMENTS ARE OBSERVED. CONTRACTOR MUST CARRY STATUTORY WORKERS' COMPENSATION INSURANCE, EMPLOYERS LIABILITY INSURANCE AND APPROPRIATE LIMITS OF COMMERCIAL GENERAL LIABILITY INSURANCE (CGL). CONTRACTOR MUST HAVE THEIR CGL POLICY ENDORSED NAMING BOHLER ENGINEERING, PLLC AND ITS AFFILIATES AS ADDITIONAL INSURED AND TO PROVIDE CONTRACTUAL LIABILITY COVERAGE SUFFICIENT TO ENSURE THE HOLD HARMLESS AND INDEMNITY OBLIGATIONS ASSUMED BY THE CONTRACTOR. THE CONTRACT SHALL FURNISH CERTIFICATES TO BOHLER ENGINEERING, PLLC AS EVIDENCE OF THE REQUIRED INSURANCE PRIOR TO COMMENCING WORK AND WITHIN THIRTY (30) DAYS UPON RENEWAL OF EACH POLICY DURING THE ENTIRE PERIOD OF CONSTRUCTION. CONTRACTOR MUST HAVE ITS INSURANCES IN FULL FORCE THROUGHOUT THE CONSTRUCTION. IN ADDITION, THE CONTRACTOR WILL, TO THE FULLEST EXTENT PERMITTED BY LAW, INDEMNIFY AND HOLD HARMLESS BOHLER ENGINEERING, PLLC AND ITS AFFILIATES FROM AND AGAINST ANY DAMAGES, LIABILITIES OR COSTS, INCLUDING REASONABLE ATTORNEY FEES AND DEFENSE COSTS, ARISING OUT OF OR IN ANY WAY CONNECTED WITH THE PROJECT, INCLUDING ALL CLAIMS BY EMPLOYEES OF THE CONTRACTOR.

CIT

THE CONTRACTOR SHALL SAFEGUARD THE PROJECT SITE IN ACCORDANCE WITH THE GOVERNING JURISDICTIONAL CODES AS NECESSARY TO PERFORM THE CONSTRUCTION IN SUCH A MANNER AS TO PREVENT ENTRY BY UNAUTHORIZED PERSONS AT ANY AND ALL TIMES.

- REVIEW SET - NOT FOR CONSTRUCTION

HELPERN ARCHITECTS

AERIAL MAP

LOCATION MAP

SCALE: N.T.S. Google Image

COVER SHEET

UNLESS OTHERWISE AGREED TO IN WRITING SIGNED BY AN OFFICER OF BOHLER ENGINEERING, PLLC, UNDER NO CIRCUMSTANCE IS ANY PERSON A THIRD PARTY BENEFICIARY OF THE AGREEMENT BETWEEN BOHLER ENGINEERING, PLLC AND THE OWNER.

ACCESSIBILITY NOTE ALL ACCESSIBLE PARKING STALLS, SIDEWALKS, RAMPS AND ALL OTHER ACCESS PROVISIONS TO, INTO AND FROM BUILDINGS AND TO AND FROM PARKING AREAS AND PUBLIC WAYS SHALL BE CONSTRUCTED IN SUBSTANTIAL COMPLIANCE WITH ADA REQUIREMENTS. THE OWNER AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR ADA COMPLIANCE WITH ANY PROPOSED SIDEWALK CONSTRUCTION AND OTHER SITE WORK ELEMENTS (WHETHER ON OR OFF SITE). IT IS THE OWNER'S RESPONSIBILITY TO MAINTAIN CONTINUED ADA COMPLIANCE AT THE PROJECT SITE REGARDING ACCESS, PARKING AND DIMENSIONAL REQUIREMENTS.

JOSEPH A. DEAL

PREPARED BY

PROFESSIONAL ENGINEER NEW YORK LICENSE No. 087122 NEW JERSEY LICENSE No. 24GE04919900 CONNECTICUT LICENSE No. 27585 PENNSYLVANIA LICENSE No. PE077709

DATE: 09/22/2017 PROJECT NO.: NM17030 DRAWING BY: BS KS CHK BY: DWG NO.:

C-001.00 DRAWING NO.

PROGRESS SET — NOT FOR CONSTRUCTION

01 OF 06

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

LEGEND EXISTING

REMOVALS BUILDING

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

FLOOD ZONE LINE SAWCUT LINE/ LIMIT OF REMOVAL CONCRETE CURB

SITE LOCATION MAP N.T.S.

UE N E V A W BARTO Y TWO WA

REMOVALS PLAN NOTES

TRAFFIC AY) T ROADW (ASPHAL

THE GENERAL NOTES ON THE COVER SHEET SHALL BE PART OF THIS ENTIRE DOCUMENT PACKAGE AND ARE PART OF THE CONTRACT DOCUMENTS. THE GENERAL NOTES ON THE COVER SHEET ARE REFERENCED HEREIN AND ARE TO BE REFERRED TO BY THE CONTRACTOR. THE CONTRACTOR IS TO FAMILIARIZE HIMSELF AND ACKNOWLEDGES HIS FAMILIARITY WITH ALL THE GENERAL NOTES AS WELL AS ANY AND ALL DRAWING SHEET SPECIFIC NOTES BELOW.

WATER VALVE

CABLE LINE

EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEAN, SUITABLE MATERIAL. THE CONTRACTOR SHALL REFER TO THE GEOTECHNICAL REPORT OR CONSULT WITH THE GEOTECHNICAL ENGINEER FOR INSPECTION AND CERTIFICATION.

REMOVAL INCLUDES, BUT IS NOT LIMITED TO SIGNS, CURBING, AND PAVEMENT. QUESTIONABLE ITEMS ENCOUNTERED (ABOVE AND/OR BELOW GRADE) SHALL BE BROUGHT TO THE ATTENTION OF THE OWNER AND ENGINEER OF RECORD IMMEDIATELY IN WRITING BEFORE REMOVAL OR DISTURBANCE.

THE CONTRACTOR SHALL EXERCISE EXTREME CARE WHEN PERFORMING ANY WORK ACTIVITIES ADJACENT TO STRUCTURES TO REMAIN. CONTRACTOR SHALL BE RESPONSIBLE FOR TAKING THE APPROPRIATE MEASURES AS NECESSARY TO ENSURE THE STRUCTURAL STABILITY OF EXPOSED AND/OR BELOW GRADE FOUNDATIONS/ WALLS/ SIDEWALKS AND PAVEMENT TO REMAIN, AND SHALL PROVIDE A SAFE WORK AREA. ANY DAMAGE OR DISTURBANCE DUE TO SUBJECT WORKSCOPE SHALL BE REPAIRED TO LIKE-KIND CONDITIONS AT THE CONTRACTOR'S EXPENSE.

THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO PROTECT PEDESTRIANS AND VEHICULAR TRAFFIC DURING REMOVAL ACTIVITIES. ANY TRAFFIC CONTROL, ACCESS, SAFETY PROVISIONS WITHIN THE R.O.W. (E.G. ACCESSIBLE RAMPS, PEDESTRIAN CROSSWALKS, SIDEWALKS, PAVEMENT STRIPING, ETC.) SHALL BE THE CONTRACTOR'S RESPONSIBILITY. THE CONTRACTOR SHALL DETERMINE APPROPRIATENESS OF REMOVAL ACTIVITIES AND PROVIDE TEMPORARY MEASURES FOR THE PROTECTION AND SAFETY OF THE PUBLIC UNTIL PERMANENT COMPONENTS/REPLACEMENTS CAN BE INSTALLED.

RA (TYP.)(988 SF)

SIGN

LIMIT OF SIDEWALK REMOVAL

RC RN

RJ (TYP.)

REMOVE 52 SF OF EXIST. FENCE

RA (TYP.)(988 SF)

RC STORM LINE FENCE 7.1'

ELECTRIC BOX

LIMIT OF SIDEWALK REMOVAL

STEEL FACED CONCRETE CURB LANDSCAPED AREA SOLID YELLOW/BLUE LINE

REMOVE 45 SF OF CONC. SIDEWALK

EXIST. LANDSCAPE BEDS TO BE REMOVED. REFER TO LANDSCAPE PLAN

AIR CONDITIONER

BLOCK 5141 LOT 1085 EXIST. LANDSCAPE BEDS TO BE REMOVED. REFER TO LANDSCAPE PLAN

NO VISIBLE PIPE TOP OF DEBRIS BOTTOM OF STRUCTURE

BLOCK 5141 LOT 1130

THE CONTRACTOR SHALL TAKE APPROPRIATE MEASURES TO ENSURE THE SAFETY OF ITS EMPLOYEES, THE GENERAL PUBLIC, STRUCTURES TO REMAIN, ADJACENT PROPERTIES, PUBLIC R.O.W.'S, ETC. DURING ALL CONSTRUCTION AND REMOVAL ACTIVITIES IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS. THE OWNER AND ENGINEER ASSUME NO RESPONSIBILITIES FOR THE CONTRACTOR'S SAFETY PROGRAMS & PROCEDURES IN CONNECTION WITH THE WORK.

THE CONTRACTOR SHALL INSTALL A TEMPORARY PROTECTIVE FENCE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL CODES AND REGULATIONS (NYS INDUSTRIAL CODE PART 23 ) AT LOCATIONS WHERE HAZARDOUS CONDITIONS EXIST AS A RESULT OF REMOVAL ACTIVITIES.

10.

THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE EXACT LOCATION, SIZE, TYPE, AND DEPTH OF UTILITIES, PIPING, DRYWELLS, ETC. PRIOR TO THE START OF ANY WORK. THE CONTRACTOR MUST CONTACT THE APPROPRIATE LOCAL "ONE CALL" SYSTEM TO ENSURE THAT ALL UTILITIES ARE PROPERLY AND COMPLETELY MARKED OUT IN THE FIELD PRIOR TO ANY WORK AT THE SITE. ANY DISCREPANCIES BETWEEN THE FIELD LOCATIONS AND THE PLANS SHALL BE REPORTED TO THE ENGINEER IN WRITING IMMEDIATELY. THE CONTRACTOR IS ADVISED THAT UTILITY INFORMATION SHOWN ON THE PLAN IS A COMPILATION OF FIELD LOCATIONS, ABOVEGROUND STRUCTURES THAT WERE VISIBLE AND ACCESSIBLE IN THE FIELD, AND RECORD DRAWINGS AVAILABLE AT THE TIME OF THE SURVEY AND MUST BE CONFIRMED ACCORDINGLY. THE CONTRACTOR SHALL COORDINATE UTILITY DISCONNECTION WITH THE APPLICABLE UTILITY COMPANIES PRIOR TO REMOVAL ACTIVITIES. THE CONTRACTOR IS ALSO ADVISED THAT ALL SUCH FACILITIES DISTURBED DURING CONSTRUCTION MUST BE REPAIRED OR REPLACED AT THE CONTRACTOR'S EXPENSE.

APPROX. LOCATION OF DOORS (TYP.) 5.7'

4.3'

GRATE

12'

3.9'

20'

4.2'

DOOR SILL ELEVATION FINISHED FLOOR ELEVATION

18'

5.7'

RIM/INV. NAVD 88 (BOROUGH SEWER DATUM)

3.9'

CATCH BASIN

REMOVE HEDGEROW

RA (79 SF)

RA (90 SF)

REMOVE 15 SF OF CONC. SIDEWALK

RA (236 SF)

REMOVALS KEY DESCRIPTIONS RA

REMOVE EXIST. ASPHALT/ CONC./ GRAVEL PAVEMENT/ BRICK

REMOVE EXIST. CURB

REMOVE EXIST. FEATURE

REMOVE EXIST. SIGN

REMOVE INNER CONC. SIDEWALK CIRCLE & TWO SIDEWALK PANELS (152 SF)

REMOVE LANDSCAPE AREA (FOUNTAIN TO REMAIN)

11.

RA (151 SF)

12.

13.

THE CONTRACTOR SHALL COMPLETELY FILL BELOW GRADE AREAS AND VOIDS RESULTING FROM THE REMOVAL OF STRUCTURES AND FOUNDATIONS WITH SOIL CONSISTING OF MATERIALS FREE FROM DEBRIS, TRASH, FROZEN MATERIALS, ROOTS AND OTHER ORGANIC MATTER. STONES USED SHALL NOT BE LARGER THAN 6 INCHES IN DIMENSION. PRIOR TO PLACEMENT OF FILL MATERIALS, UNDERTAKE ALL NECESSARY ACTIONS IN ORDER TO ENSURE THAT AREAS TO BE FILLED ARE FREE OF STANDING WATER, FROST, FROZEN MATERIAL, TRASH AND DEBRIS. PLACE FILL MATERIALS IN HORIZONTAL LAYERS NOT EXCEEDING 6 INCHES IN LOOSE DEPTH AND COMPACT EACH LAYER AT PLACEMENT TO 95% OPTIMUM DENSITY. GRADE THE SURFACE TO MEET ADJACENT CONTOURS AND TO PROVIDE SURFACE DRAINAGE. UNDERGROUND STORAGE TANKS, IF ENCOUNTERED, SHALL BE EMPTIED, CLEANED AND REMOVED FROM THE SITE IN ACCORDANCE WITH FEDERAL, STATE, COUNTY AND LOCAL REQUIREMENTS PRIOR TO REMOVAL OF EXISTING BUILDING.

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

REVISIONS REV NO.

DATE

REV S O INS

09 2-2-017

100% CDs REVIEW SET

ASC

ALDRIC

OO P

H ST

BARTOW

BAR

TOW

AVENUE

BARTOW

AVENUE

NUE

AVE

2050 BARTOW AVENUE LVD

RA REMOVE EXIST. HANDRAIL

THE CONTRACTOR SHALL SAWCUT EXISTING PAVEMENT ALONG THE DESIGNATED LINE WITH A STRAIGHT VERTICAL EDGE FREE FROM IRREGULARITIES WHEREVER NEW PAVEMENT JOINS EXISTING PAVEMENT.

GAS VALVE

REMOVE EXIST. CURB STOP (TYP)

CIT

10.4'

BOLLARD

REMOVE TREE ROW ALONG SIDEWALK

LIMIT OF ASPHALT PAVEMENT REMOVAL

REMOVE 32 SF OF CONC. SIDEWALK

REFER TO SITE PLAN AND SURVEY FOR ADDITIONAL INFORMATION CONCERNING CURRENT AND PROPOSED IMPROVEMENTS, ETC.

MANHOLE COVER

REMOVE HEDGEROW

STORM MANHOLE COVER

H LO

FIRE HYDRANT

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

ASC

REMOVE HEDGEROW

VENT

CONDUIT PIPE

ER A

INLET

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

ST CHE

DECIDUOUS TREE & TRUNK SIZE ACCESSIBLE SYMBOL

BAY

SECURITY CAMERA

Google Image Copyright Map Data @2017 Google @2017 Google - Imagery @2017 DigitalGlobe, New York GIS

P CIT Y BL VD

LIGHT POLE

GAS LINE

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

CO O

DEPRESSED CONCRETE CURB BUILDING LIGHT FIXTURE TRAFFIC LIGHT POLE

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

PROPOSED TREE PROTECTION FENCE TO BE INSTALLED BEFORE THE START OF REMOVAL ACTIVITIES AND TO BE REMOVED AFTER CONSTRUCTION IS COMPLETE. REFER TO LANDSCAPE PLAN FOR DETAILS.

BLOCK 5141 LOT 1130

HELPERN ARCHITECTS

REMOVALS PLAN

PROGRESS SET â&#x20AC;&#x201D; NOT FOR CONSTRUCTION

JOSEPH A. DEAL N PROFESSIONAL ENGINEER

NEW YORK LICENSE No. 087122 NEW JERSEY LICENSE No. 24GE04919900 CONNECTICUT LICENSE No. 27585 PENNSYLVANIA LICENSE No. PE077709

THIS PLAN TO BE UTILIZED FOR REMOVAL PURPOSES ONLY

DATE: 09/22/2017 PROJECT NO.: NM17030 DRAWING BY: BS KS CHK BY: DWG NO.:

C-002.00 DRAWING NO. 02 OF 06

PROJECN TORTH GRAPHIC SCALE

1 INCH = 20 FEET

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

LEGEND EXISTING

PROPOSED

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

BUILDING

ZONE LINE

SITE LOCATION MAP

CONCRETE CURB

N.T.S.

DEPRESSED CONCRETE CURB PAVEMENT MARKING ACCESSIBLE SYMBOL DETECTABLE WARNING SURFACE

Google Image Copyright Map Data @2017 Google @2017 Google - Imagery @2017 DigitalGlobe, New York GIS

UE N E V A BARTOWAY

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

TWO W TRAFFIC AY) T ROADW (ASPHAL

SIGN

PROPOSED 10-FT HANDRAIL

LIGHT POLE

HD LS

VENT

18.5'

(TYP.)

7.1'

WATER VALVE

BLOCK 5141 LOT 1085

CHAIN LINK FENCE

HANDRAIL (CONFORMING TO FEDERAL ADA REQUIREMENTS)

REVISIONS REV NO.

ALL SIDEWALKS, CURBS, AND PAVEMENT DAMAGED BY CONSTRUCTION ACTIVITIES SHALL BE REPAIRED OR REPLACED, WHETHER SPECIFIED ON THIS PLAN OR NOT.

ALL ON-SITE CURBING TO BE 6" CONCRETE CURB UNLESS NOTED OTHERWISE.

10.

RELOCATION AND/OR REMOVAL OF EXISTING UTILITY POLES, TRAFFIC SIGNS, ETC., SHALL BE COORDINATED BY THE CONTRACTOR. THE CONTRACTOR IS RESPONSIBLE FOR FIELD-VERIFYING THEIR PRESENCE.

14'

11.

EXCAVATION SHALL BE PROPERLY BACKFILLED WITH CLEAN MATERIALS. CONTRACTOR SHALL REFER TO GEOTECHNICAL ENGINEER REPORTS. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COMPACTION TESTING AND SHALL SUBMIT SUCH REPORTS AND RESULTS TO THE ENGINEER OF RECORD AND OWNER.

4.1'

12.

DATE

REV S O INS

09 2-2-017

100% CDs REVIEW SET

ASC

ALDRIC

H ST

SEE LANDSCAPING PLAN.

BARTOW

PAINTED WHITE STRIPING

LVD YB

CIT

PAINTED STOP LINE

2050 BARTOW AVENUE

12 13 14 28

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

SIGNAGE KEY DESCRIPTIONS 01

LANDSCAPED AREA

NUE

AVENUE

AVE

ER A

TOW

BARTOW

ST CHE

ACCESSIBLE RAMP * PAINTED ACCESSIBLE PARKING SYMBOL / STRIPING (BLUE)

BAR

AVENUE

BAY

OO P

ASC

CONCRETE SIDEWALK

CONCRETE PAD

DIRECTIONAL SIGNAGE TO COMPLY WITH THE LATEST NYS MUTCD STANDARDS.

CONCRETE LANDING

THE CONTRACTOR IS RESPONSIBLE TO TAKE EROSION CONTROL MEASURES NECESSARY IN ACCORDANCE WITH NYS GUIDELINES FOR URBAN EROSION & SEDIMENT CONTROL TO PREVENT SEDIMENT AND/OR LOOSE DEBRIS FROM WASHING ONTO ADJACENT PROPERTIES.

3.9'

5.7'

3.9'

FLUSH CURB

4.6'

6' PROP. CONC. PAD FOR AIR CONDITIONING UNIT BY OTHERS

3.9'

CONCRETE CURB

P CIT Y BL VD

8' ON-SITE ASPHALT PAVEMENT

5.7'

PROPOSED KEY DESCRIPTIONS CC

UNSUITABLE MATERIAL, CONSTRUCTION DEBRIS, EXCESS SOILS, ETC. SHALL BE PROPERLY REMOVED & DISPOSED OF OFF-SITE IN ACCORDANCE WITH ALL APPLICABLE CODES, ORDINANCES & LAWS.

18'

BLOCK 5141 LOT 1130 4'

ELECTRIC BOX

PROPOSED ON-SITE CONCRETE HATCH

STORMWATER RUNOFF WITHIN PROPERTY TO BE COLLECTED ON-SITE WITH NO OVERLAND RUNOFF ONTO RIGHT-OF-WAY OR ADJACENT PROPERTIES.

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

7.3'

AIR CONDITIONER

STEEL FACED CONCRETE CURB LANDSCAPED AREA

12'

LS FENCE

LOCATION OF EXISTING AND PROPOSED SERVICES SHOWN ARE APPROXIMATE AND MUST BE CONFIRMED INDEPENDENTLY BY THE CONTRACTOR WITH THE UTILITY COMPANIES PRIOR TO COMMENCEMENT OF CONSTRUCTION. IF DISCREPANCIES EXIST, NOTIFY THE ENGINEER IMMEDIATELY IN WRITING.

GAS VALVE

33.3'

BOLLARD

21.2'

CONTRACTOR SHALL ENSURE THE EXISTING CASTINGS ARE SET AT THE PROPOSED GRADES AND BE FLUSH WITH ASPHALT SURFACE

4.9'

27.2'

48.7'

SIGNS TO BE FILED UNDER SEPARATE APPLICATIONS.

STORM MANHOLE COVER

8.5'

8.9'

PROP. 52 LF OF FENCE

MANHOLE COVER

8.5'

CONDUIT PIPE

FIRE HYDRANT

PROP. 9' WIDE YELLOW STRIPED FIRE LANE

INLET

4.8'

SECURITY CAMERA DECIDUOUS TREE & TRUNK SIZE

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

SITE PLAN NOTES

CO O

H LO

BUILDING LIGHT FIXTURE TRAFFIC LIGHT POLE

'STOP' SIGN MUTCD R1-1 'NO PARKING ANY TIME' SIGN (GENERAL) MUTCD R7-1 (MOD.) 'RESERVED PARKING' SIGN (WITHOUT ARROW),MUTCD R7-8 (MOD.) 'VAN ACCESSIBLE' SIGN MUTCD R7-8a

BLOCK 5141 LOT 1130

HELPERN ARCHITECTS

'NO PARKING FIRE LANE' MUTCD R7-1 (MOD.)

SITE LAYOUT PLAN

PROGRESS SET â&#x20AC;&#x201D; NOT FOR CONSTRUCTION

JOSEPH A. DEAL N PROFESSIONAL ENGINEER

NEW YORK LICENSE No. 087122 NEW JERSEY LICENSE No. 24GE04919900 CONNECTICUT LICENSE No. 27585 PENNSYLVANIA LICENSE No. PE077709

THIS PLAN TO BE UTILIZED FOR SITE LAYOUT PURPOSES ONLY

DATE: 09/22/2017 PROJECT NO.: NM17030 DRAWING BY: BS KS CHK BY: DWG NO.:

C-003.00 DRAWING NO. 03 OF 06

PROJECN TORTH GRAPHIC SCALE

1 INCH = 20 FEET

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

UE N E V A BARTOWAY

LEGEND EXISTING

PROJECT LOCATION:

PROPOSED

2050 BARTOW AVENUE

TWO W TRAFFIC AY) T ROADW (ASPHAL

BUILDING CONCRETE CURB

TC15.90 BC15.90

MEET EXIST.

TC15.65 BC15.65

TOP OF CURB / BOTTOM OF CURB

TC15.30 BC14.80

SPOT ELEVATION

98.59

14.73 TC16.05 BC15.55

TC16.01 BC15.07

14.79

SIGN MAJOR/MINOR CONTOUR

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

TC15.75 BC15.42 15

DEPRESSED CONCRETE CURB ACCESSIBLE SYMBOL DETECTABLE WARNING SURFACE

BRONX, NY 10475

15.33

15.20

TC15.75 BC15.25 MEET

TC15.93 BC15.50

TC16.13 BC15.63

MEET

MEET EXISTING ELEVATION EXIST.

TC15.60 BC15.27

EXIST.

ELEVATION NAVD 88 (BOROUGH SEWER DATUM)

16.33

FINISHED FLOOR ELEVATION

MEET EXIST.

DOOR SILL ELEVATION

MEET EXIST.

TC15.30 BC14.80

BUILDING LIGHT FIXTURE TRAFFIC LIGHT POLE

16.23 15.73

MEET EXIST.

15.66 15.37

SEE ENLARGED GRADING PLAN 'C'

15.39

DECIDUOUS TREE & TRUNK SIZE

MEET EXIST.

MEET EXIST. SEE ENLARGED GRADING PLAN 'B'

INLET SEE ENLARGED GRADING PLAN 'A'

VENT

ENLARGED GRADING PLAN 'A'

MANHOLE COVER

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

CONTRACTOR SHALL ADJUST ALL REMAINING STRUCTURES TO MEET PROPOSED GRADE FLUSH. WARPING OF PAVEMENT SURFACE TO MEET EXISTING STRUCTURES SHALL NOT BE PERMITTED. IF STRUCTURES CANNOT BE ADJUSTED TO MEET GRADE FLUSH, CONTRACTOR SHALL CONTACT THE ENGINEER OF RECORD IMMEDIATELY IN WRITING.

FIRE HYDRANT STORM MANHOLE COVER

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

GRADING & DRAINAGE PLAN NOTES:

LIGHT POLE

CONDUIT PIPE

Google Image Copyright Map Data @2017 Google @2017 Google - Imagery @2017 DigitalGlobe, New York GIS

15.66 16.16 15.66

SECURITY CAMERA

SITE LOCATION MAP N.T.S.

16.16 15.66

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

15.70 15.62

16.16

MEET EXIST.

15.73 16.23

15.67 15.61

MEET EXIST.

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

TC15.33 BC14.75

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

SCALE 1:10 BOLLARD

GAS VALVE WATER VALVE GAS LINE

16.30

CABLE LINE

16.03

STORM LINE

16.10

16.32

MEET EXIST.

FENCE AIR CONDITIONER

MEET EXIST.

ELECTRIC BOX

MEET EXIST. TC16.00

STEEL FACED CONCRETE CURB LANDSCAPED AREA

15.89

BC16.00

TC16.23 BC16.00

TC16.05 BC16.05

15.92 MEET EXIST. 16.20

16.20

MEET EXIST.

MEET EXIST. 16

MEET EXIST.

15.85 16.13

REVISIONS REV NO.

16.13 15.87

DATE

REV S O INS

09 2-2-017

100% CDs REVIEW SET

NO VISIBLE PIPE TOP OF DEBRIS BOTTOM OF STRUCTURE GRATE CATCH BASIN ASC

H ST

ASC

H LO

CO O

P CIT Y BL VD

OVERALL GRADING PLAN

ALDRIC

OO P

SCALE 1:20

ENLARGED GRADING PLAN 'B' SCALE 1:10

BARTOW

BAR

TOW

AVENUE

BARTOW

AVENUE

NUE

AVE

MEET EXIST.

15.20

TC15.45 BC14.95

TC16.11 BC15.61

16.20

MEET EXIST.

16.20

MEET EXIST.

16.29

16.20

16.21

MEET EXIST.

16.21 16

16.06

16.29

- REVIEW SET - NOT FOR CONSTRUCTION

EXIST.

15.83

HELPERN ARCHITECTS

16.29

16.20 16.08

16.20

16.05

9.2'

16.29

16.20

TC15.93 BC15.50

CONSTRUCTION DOCUMENTS

TC15.75 BC15.25 MEET

TC16.14 BC15.64

16.13 TC16.13 TC BC15.63 BC15.63 TC15.30 BC14.80

TC16.12 BC15.62

TC16.07 BC15.57

6.3'

TC16.12 BC15.62

15.64

15.59 5'

TC16.13 BC15.63

TC16.14 BC15.64

TC15.55 BC15.55

TC15.58 BC15.58

TC16.13 BC15.63

VE ER A ST CHE

15.34

15.29

15.33

BAY

TC15.50 BC15.00

15.50

16.29

16.29 16.13

16.29

16.10

16.29 16

15.43

TC15.53 BC15.03

15.79 15.78

CIT

LVD

2050 BARTOW AVENUE

MEET EXIST.

GRADING PLAN

MEET EXIST.

BLOCK 5141

ENLARGED GRADING PLAN 'C'

PROGRESS SET â&#x20AC;&#x201D; NOT FOR CONSTRUCTION

JOSEPH A. DEAL

SCALE 1:10

N PROFESSIONAL ENGINEER NEW YORK LICENSE No. 087122 NEW JERSEY LICENSE No. 24GE04919900 CONNECTICUT LICENSE No. 27585 PENNSYLVANIA LICENSE No. PE077709

THIS PLAN TO BE UTILIZED FOR SITE GRADING PURPOSES ONLY

DATE: 09/22/2017 PROJECT NO.: NM17030 DRAWING BY: BS KS CHK BY: DWG NO.:

C-004.00 DRAWING NO. 04 OF 06

PROJECN TORTH

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

NUE E V A W BARTO Y TWO WA TRAFFIC AY) T ROADW L A H P S (A

7 CCBM 4 PAH

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

6 CCBM

3 CCBM 5 PAH

4 CCBM

5 CAKF

LANDSCAPE SCHEDULE QTY.

BOTANICAL NAME

COMMON NAME

SIZE

CONT.

AAR

AMELANCHIER ALNIFOLIA 'REGENT'

MULTI STEM REGENT SERVICEBERRY

8-10' HT.

B+B

MAGNOLIA VIRGINIANA

SWEETBAY MAGNOLIA

8-10'

B+B

SUBTOTAL:

KEY

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

ORNAMENTAL TREE(S)

12 PAH 3 CAKF 7 BMWG 1 JCS 17 BMWG

8 HMES 9 BMWG

PROP. AREA TO BE SODDED LAWN (TYP.)

3 CAKF 2 JCS

BLOCK 5141 LOT 1085

5 VTC 15 BMWG 2 JCS

1 AAR

3 CAKF

5 HMNB

20 HCC@18'' O.C. 3 BMWG 8 BMWG 1 JCS 40 HCC@18'' O.C. 1 JCS

5 CAKF

20 HCC@18'' O.C. 3 CCBM 16 BMWG 1 JCS

20 HCC@18'' O.C. 3 CCBM

1 AAR 3 TPG

3 CAKF

3 PVI

1 AAR

3 VTC 6 HMNB

6 HQ 9 PVI

2 TPG 4 HQ

2 HQ 4 PVI

GRAPHIC SCALE

1 INCH = 20 FEET

CONTAINER

HMES

HYDRANGEA MACROPHYLLA ENDLESS SUMMER®

ENDLESS SUMMER® HYDRANGEA

3-4'

CONTAINER

HMNB

HYDRANGEA MACROPHYLLA 'NIKKO BLUE'

NIKKO BLUE HORTENSIA HYDRANGEA

24-30"

CONTAINER

HYDRANGEA QUERCIFOLIA

OAKLEAF HYDRANGEA

24-30"

CONTAINER

VIBURNUM TRILOBUM 'COMPACTUM'

COMPACT AMERICAN CRANBERRYBUSH

24-30"

B+B

SUBTOTAL:

164

REVISIONS

BMWG

BUXUS MICROPHYLLA 'WINTER GEM'

WINTER GEM BOXWOOD

30-36"

B+B

JCS

JUNIPERUS CHINENSIS 'SPARTAN'

SPARTAN JUNIPER

6-7'

B+B

TPG

THUJA PLICATA 'GREEN GIANT'

GREEN GIANT ARBORVITAE

6-7'

B+B

SUBTOTAL:

104

HEMEROCALLIS 'CHERRY CHEEKS'

CHERRY CHEEKS DAYLILY

2 GAL.

CONTAINER

REV NO.

DATE

REV S O INS

09 2-2-017

100% CDs REVIEW SET

HCC

116

SUBTOTAL:

116

CAKF

CALAMAGROSTIS ARUNDINACEA 'KARL FOERSTER'

FEATHER REED GRASS

2 GAL.

CONTAINER

PAH

PENNISETUM ALOPECUROIDES 'HAMELN'

DWARF FOUNTAIN GRASS

2 GAL.

CONTAINER

PVI

PANICUM VIRGATUM

SWITCH GRASS

2 GAL.

CONTAINER

SUBTOTAL:

135

ASC

ALDRIC

OO P

H ST

PAT

145

SUBTOTAL:

145

PACHYSANDRA TERMINALIS

JAPANESE PACHYSANDRA

2 1/4" PEAT POT

2 YR PLANT

BARTOW

NOTE: IF ANY DISCREPANCIES OCCUR BETWEEN THE AMOUNTS SHOWN IN THE PLANT AND THE PLAN, THE PLAN SHALL DICTATE.

2 HQ

CO O

ASC

VINE(S)

BAR

TOW

AVENUE

BARTOW

AVENUE

NUE

AVE

2050 BARTOW AVENUE

ANY DEAD OR DYING BRANCHES ON EXISTING TREES TO REMAIN ARE TO BE REMOVED

ST CHE

ER A

BLOCK 5141 LOT 1130

CIT

LVD

35 PAT@15'' O.C. 3 PIAB

BAY

2 VTC

CONSTRUCTION DOCUMENTS 3" DOUBLE-SHREDDED HARDWOOD BARK MULCH (DO NOT PUT MULCH AGAINST THE BASE OF THE PLANT).

PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IT BORE IN THE NURSERY PLOT PRIOR TO BALLING AND BURLAPPING. CUT AND REMOVE BURLAP FROM TOP ONE-THIRD OF ROOT BALL AS SHOWN. UNDISTURBED SUBGRADE

FINISHED GRADE 8" - 12"

BEFORE PLANTING, ADD 3" TO 4" OF WELL-COMPOSTED LEAVES AND RECYCLED YARD WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL.

INCORPORATE 2" OF PEAT INTO 6" OF PLANTING MIXTURE, AS SPECIFIED

SOIL SURFACE ROUGHENED TO BIND WITH NEW SOIL.

2" DIA. HARDWOOD STAKES 2/3 TREE HT. 3 PER TREE TWICE THE WIDTH OF THE ROOT BALL PREPARED SOIL FOR TREES 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL

FINISHED GRADE TOPSOIL

FOR CONTAINER-GROWN SHRUBS, PLANT SHALL BE TRANSPLANTED AT THE SAME GRADE AS IN THE CONTAINER. REMOVE THE CONTAINER, USE FINGER OR SMALL HAND TOOLS TO PULL THE ROOTS OUT OF THE OUTER LAYER OF POTTING SOIL; THEN CUT OR PULL APART ANY ROOTS THAT CIRCLE THE PERIMETER OF THE CONTAINER.

SHRUB PLANTING DETAIL

N.T.S.

NOTES: 1. NO SOIL OR MULCH SHALL BE PLACED AGAINST ROOT COLLAR OF PLANT. 2. REMOVE ALL NON-BIODEGRADABLE MATERIAL AND ROPE FROM TRUNK & TOP OF ROOT BALL. FOLD BURLAP SET ROOT BALL FLUSH TO GRADE BACK 1/3 FROM ROOT BALL. OR SEVERAL INCHES HIGHER IN 3. PLANTING DEPTH SHALL BE THE SAME POORLY DRAINING SOILS. AS GROWN IN NURSERY. 4. THOROUGHLY SOAK THE TREE ROOT 4" BUILT-UP EARTH SAUCER BALL AND ADJACENT PREPARED SOIL SEVERAL TIMES DURING THE FIRST 3" DOUBLE-SHREDDED MULCH (UNLESS OTHERWISE SPECIFIED) MONTH AFTER PLANTING AND (DO NOT PLACE MULCH IN REGULARLY THROUGHOUT THE CONTACT WITH TREE TRUNK) FOLLOWING TWO SUMMERS. 5. THE BOTTOM OF PLANTING PIT EXCAVATIONS SHOULD BE ROUGH TO AVOID MATTING OF SOIL LAYERS AS BEFORE PLANTING ADD 3 TO NEW SOIL IS ADDED. IT IS PREFERABLE 4" OF WELL-COMPOSTED TO TILL THE FIRST LIFT (2 TO 3 IN.) OF LEAVES OR RECYCLED YARD PLANTING SOIL INTO THE SUBSOIL. WASTE TO BED AND TILL INTO TOP 6" OF PREPARED SOIL.

12 GUAGE GALVANIZED WIRE GUYS TWISTED

PLACE SHRUB ON FIRM SOIL IN BOTTOM OF HOLE.

PLANTING MIX: 1 PART PEAT MOSS 1 PART COW MANURE 3 PARTS TOPSOIL

AVOID PURCHASING TREES WITH TWO LEADERS OR REMOVE ONE AT PLANTING: OTHERWISE, DO NOT PRUNE TREE AT PLANTING EXCEPT FOR SPECIFIC STRUCTURAL CORRECTIONS.

REINFORCED RUBBER HOSE (1/2" DIA. BLACK)

2"-3" SHREDED HARDWOOD BARK MULCH

24" MINIMUM

24-30"

H LO

4 HMNB

2 HMNB 7 PIAB

SOD SHALL BE ROUTINELY WATERED BY CONTRACTOR AND/OR OWNER

BLUE MIST SPIREA

4 PVI

2 AAR 5 VTC

IRRIGATION NOTE:

CARYOPTERIS X CLANDONENSIS 'BLUE MIST'

2 PIAB

70 PAT@15'' O.C.

CONTRACTOR SHALL DESIGN-BUILD AN IRRIGATION SYSTEM FOR BOTH LAWN & BED AREAS. CONTRACTOR TO VERIFY STATIC PRESSURE PRIOR TO DESIGN. CONTRACTOR IS ALSO RESPONSIBLE FOR ANY PRESSURE REDUCING DEVICES REQUIRED TO MEET MAXIMUM PRESSURE REQUIREMENT FOR IRRIGATION SYSTEM, AS WELL AS ANY PERMITS REQUIRED FOR SUCH PRESSURE REDUCING DEVICES. SYSTEM DESIGN TO SHOW ALL VALVES, PIPING, HEADS, BACKFLOW PREVENTION, METERS AND CONTROLLERS. ALL SLEEVES IN PAVEMENT AREAS MUST BE SHOWN.

4 HMNB

4 PIAB

CCBM

MULCH NOTE: ALL PLANTING BEDS TO BE MULCHED WITH 3" LAYER OF BROWN COLORED DOUBLE SHREDDED HARDWOOD BARK MULCH.

SOD SHALL BE LAID TIGHT TOGETHER WITH LATERAL JOINTS STAGGERED. ALL DEAD AND/OR DYING SOD SHALL BE REPLACED PRIOR FINAL INSPECTION.

B+B

ORNAMENTAL GRASS(ES)

11 PVI

6-7'

PERENNIALS

6 VTC

40 PAT@15'' O.C.

ALL AREAS TO RECEIVE SOD SHALL BE AMENDED WITH LIMESTONE AND FERTILIZER (RATE TO BE DETERMINED BY SOD GROWER) AND COMPACTED USING A 200 POUND ROLLER. THE AREA SHALL BE THOROUGHLY WATERED AND ALLOWED TO DRY PRIOR TO PLACEMENT OF SOD.

NORWAY SPRUCE

VTC

4 HMNB

PROP. AREA TO BE SODDED LAWN (TYP.)

2 TPG

16 HCC@18'' O.C.

3 MV

4 VTC 5 HMNB

PRIOR TO SOD INSTALLATION, EXISTING SUBGRADE SHALL BE LOOSENED BY MEANS OF ROTO-TILLING OR TILLING TO A DEPTH OF 8", TOP DRESSED WITH TOPSOIL (4" MIN.), FINE GRADED AND RAKED FREE OF ALL DEBRIS LARGER THAN 2" DIAMETER.

SUBTOTAL:

PICEA ABIES

EVERGREEN SHRUB(S)

12 PVI 4 VTC 6 HMNB

2 JCS 3 CAKF 3 CCBM

7 HMNB 4 VTC

SOD LAWN SPECIFICATION

PIAB

DECIDUOUS SHRUB(S)

ALL PROP. LANDSCAPE BEDS ARE TO BE TREATED WITH A 3" THICK LAYER OF DOUBLE SHREDDED HARDWOOD BARK MULCH OVER WATER PERMEABLE WEED BARRIER FABRIC

BLOCK 5141 LOT 1130

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

EVERGREEN TREE(S)

6 HMES 5 BMWG

11 PAH 7 BMWG

1 AAR

PROP. AREA TO BE SODDED LAWN (TYP.)

P CIT Y BL VD

4 CAKF 4 CCBM

5 CAKF 6 VTC

4 CCBM

4 PAH 6 VTC

5 PAH 4 CCBM

5 CAKF 3 CCBM

4 VTC

7 CAKF

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

UNDISTURBED SUBGRADE DIG WIDE, SHALLOW HOLE WITH TAMPED SIDES TAMP SOIL SOLIDLY AROUND BASE OF ROOT BALL

GROUND COVER AND PERENNIALS PLANTING

N.T.S.

THIS PLAN TO BE UTILIZED FOR LANDSCAPE PURPOSES ONLY

HELPERN ARCHITECTS

LANDSCAPE PLAN

JOSEPH A. DEAL

4-6" DEEPER THAN ROOT BALL SEE NOTE # 2

SET ROOT BALL ON FIRM PAD IN BOTTOM OF HOLE

TREE PLANTING DETAIL

- REVIEW SET - NOT FOR CONSTRUCTION

PROFESSIONAL ENGINEER NEW YORK LICENSE No. 087122 NEW JERSEY LICENSE No. 24GE04919900 CONNECTICUT LICENSE No. 27585 PENNSYLVANIA LICENSE No. PE077709

N.T.S.

DATE: 09/22/2017 PROJECT NO.: NM17030 DRAWING BY: BS KS CHK BY: DWG NO.:

C-005.00 DRAWING NO. 05 OF 06

PROJECN TORTH

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

4" PAINTED BLUE STRIPING (TYP.)

PROJECT LOCATION:

4" PAINTED BLUE STRIPING (TYP.) WHITE BACKGROUND

NO PARKING ANY TIME

CURBLINE

2'0"

SEE SITE PLAN

1'-0" X 1'-6" X .080 ALUM. "RESERVED PARKING" SIGN (WITHOUT ARROW), MUTCD R7-8 (MOD.) BOLT TO STEEL TUBE W/ 3/8" CADMIUM PLATED BOLTS

GREEN LETTERS

1' X 1'-6" X 0.8 ALUM. "NO PARKING ANYTIME" SIGN, MUTCD# R7-1( MOD.) (OMITTING ARROW) TO BE INSTALLED IN FRONT OF PARKING AISLE

WHITE BACKGROUND

RESERVED PARKING

2050 BARTOW AVENUE

DETECTABLE WARNING SURFACES SHALL CONSIST OF CONCRETE STAMPED RAISED TRUNCATED DOMES, AND SHALL CONTRAST VISUALLY WITH ADJOINING SUR

BRONX, NY 10475

AZURE BLUE

RED TEXT

VAN ACCESSIBLE

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

6" X 12" "VAN ACCESSIBLE" SIGN (MUTCD R7-8a)

5'-4"

THIS SIGN TYPICAL AT ALL 8' WIDE ADA STRIPED ACCESS AISLE

NOTES: 1. ACCESSIBLE PARKING SIGN SHALL CONFORM WITH CURRENT FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS. 2. VAN ACCESSIBLE SIGN SHALL CONFORM WITH CURRENT FEDERAL, STATE, AND LOCAL CODES AND REGULATIONS. 3. SIGN MOUNTING HEIGHT SHALL BE 60 TO 84 INCHES MEASURED FROM GROUND SURFACE OF PARKING STALLS.

4'-0" BLUE PAINTED PAINTED STRIPING ACCESSIBLE (PER NYC REQUIREMENT) SYMBOL (TYP.)

8'-0" (MIN.)

COLOR: LEGEND & BORDER GREEN (NON-REFLECTORIZED) BACKGROUND WHITE (NON-REFLECTORIZED) SYMBOL WHITE (NON-REFLECTORIZED) BACKGROUND BLUE (NON-REFLECTORIZED) (M.U.T.C.D. R7-8)

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

CURBLINE

(CAN BE MOUNTED ON WALL OR POST)

ACCESSIBLE PARKING SPACE STRIPING

ACCESSIBLE SIGN DETAILS

N.T.S.

MAX. 2% SLOPE IN ANY DIRECTION AT LANDING (TYP.)

N.) G MI D IN ( 3 AN L

STOP R1-1

PROP. RAMP W/ SLIP RESISTANT SURFACE PER LATEST ADA REQUIREMENTS

GALVANIZED "U" CHANNEL POST

NO PARKING

PROP. 5'x5' MIN. CONC. LANDING TO MEET PAVEMENT FLUSH. MAX. SLOPE 2% IN ANY DIRECTION.

NOTES: 1. ALL SIGNS SHALL COMPLY WITH U.S. DEPARTMENT OF TRANSPORTATION, FEDERAL HIGHWAY ADMINISTRATION'S "MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES",LOCAL CODES AND AS SPECIFIED. MOUNT SIGNS TO POST IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 2. MOUNTING LOCATION FROM EDGE OF CURBED ISLANDS SHALL BE NOT LESS THAN 18"; MOUNTING LOCATION FROM EDGE OF PAINTED ISLANDS SHALL BE NOT LESS THAN 36".

60" MIN LANDING

OUTSIDE BUILDING WALL 4" THICK CONC. WALK 4000 PSI 28 DAY PCC

1/2" PREMOULDED MASTIC STRIP CONTINUOUS w/ CAULKING @ JOINT

JOINT FILLER (IF MEETS STRUCTURE)

ASPHALT

WIDTH VARIES SEE SITE PLAN FOR DIMENSIONS

FINISH GRADE

SECTION B-B

1/2"

TYPICAL ACCESSIBLE RAMP AND HANDRAIL

NOTES: 1. PROVIDE 1/4" TOOLED JOINTS @ 5'-0" O.C. 2. DOWEL WALK TO BUILDING AT MAIN ENTRY, MECHANICAL ROOM ENTRY AND KITCHEN / SERVICE ENTRY.

P CIT Y BL VD

RAMP TO BE FLUSH WITH PAVEMENT

PROP. RAMP W/ SLIP RESISTANT SURFACE PER LATEST ADA REQUIREMENTS

BARTOW

BAR

TOW

AVENUE

BARTOW

AVENUE

NUE

AVE

1-5/8"Ø SCH. 40 GALVANIZED STEEL TOP RAIL

CAP

2'-0" (TYP.)

1-5/8"Ø SCH. 40 GALVANIZED STEEL BOTTOM RAIL NOTE: ALL FENCE COMPONENTS TO BE DARK GREEN VINYL COATED. ATTACH FENCE FABRIC AT 12" INTERVALS VERTICALLY AND 20" HORIZONTALLY.

DARK GREEN VINYL CHAIN LINK FENCE W/SLATS DETAIL

GRADE

3'-6"

N.T.S.

YB CIT OP CO

LOCATE AT EDGE OF PARKING SPACE UNLESS ACCOMPANIED BY "VAN" LETTERING

CL 6'-6"

ACCESSIBLE SYMBOL

N.T.S.

8" DIA. STD. STEEL PIPE FILLED WITH CONCRETE

ACCESSIBLE PARKING SIGN BOLLARD DETAIL

HELPERN ARCHITECTS

2.5

12" WIDE PAINTED WHITE STOP LINE (TYP.)

N.T.S.

6" (TYP.)

7'-0"

6" (MIN.)

12" (TYP)

ER A

ON-SITE ACCESSIBLE CURB RAMP DETAIL

FINISH GRADE CONCRETE

ST CHE

5 (M '-0" IN .)

ALUMINUM TIES (TYPICAL)

- REVIEW SET - NOT FOR CONSTRUCTION

INALTERATION PROJECTS, IF LANDING IS LESS THEN 3', FLARED SIDE SLOPE MUST MAINTAIN 1:12 MAX

4'-0"

DARK GREEN COLORED VINYL SLATS (MATCH EXIST.)

CONSTRUCTION DOCUMENTS

CONC. SIDEWALK

* NOTE:

3'-6" (MIN.)

2'-6"

MEET CONC. WALK FLUSH

SEE SITE PLAN FOR RAMP WIDTH

BAY

LAND NIG

1:12 SLOPE (MAX.)

3 (M '-0" IN .)

M (N )I.*0"-3'

LVD

5 (M '-0" IN .)

K AL

N.T.S.

1'-0" (TYP.)

2'-6"

2'-0"

OO P

H ST

* FLARED SIDE 1:10 SLOPE MAX. (TYP.)

N.T.S.

TEXT AS NECESSARY

ALDRIC

2'-0" (TYP.)

SIDEWALK DETAIL

(MATCH EXIST. SPACING)

3" (MAX.)

CONTROL JOINT DETAIL

PLAN

(MATCH EXIST)

2 1/2"Ø SCH. 40 GALVANIZED STEEL PIPE

1/2" RADIUS TOOLED JOINT

1'-6"

ASC

1/2" CL

CONTROL JOINT EVERY 5' (SKIP WHEREVER EXPANSION JOINT - SEE DETAIL)

#6-14" LONG BARS EACH WAY THRU PIPE

N.T.S.

CO O

CONC. 4000 P.S.I. COND. @28 DAYS

CONCRETE SIDEWALK & CURB DETAIL

1/2"x 4" PREMOULDELD EXPANSION JOINT

2" (MAX.)

1/4"

EXPANSION JOINT EVERY 15' (SEE DETAIL)

1'-6" DIA. CONC. BASE

HANDRAIL

DETAIL "A"

EXPANSION JOINT DETAIL

SLOPE TOP OF CONCRETE

36" CLEAR (MIN)

1/4"

WATERTIGHT CAP. PAINT PIPE BASE YELLOW

HANDRAIL

2050 BARTOW AVENUE

CONCRETE SIDEWALK

2" X 2" X .188" STEEL TUBE. PAINT P&L #6116 BLACK COFFEE. EXTEND INTO CONC. FILLED PIPE 2'-0". PROVIDE WELDED

100% CDs REVIEW SET

H LO

6" X 6" - 10/10 W.W.M.

INSTALLATION NOTES: 1. ANY EXCAVATION BELOW DESIRED GRADE DUE TO OVER EXCAVATION OR WET SOIL CONDITIONS SHALL BE BACKFILLED WITH 3/4" CLEAN CRUSHED STONE. ALL SUBGRADES SHALL BE APPROVED BY THE TOWN ENGINEER PRIOR TO POURING. 2. EXPANSION JOINTS SHALL BE PROVIDED AT EQUAL DISTANCES OF NOT MORE THAN 20' AND/OR AT ALL STORM SEWER INLETS. JOINTS SHALL BE FILLED WITH PREFORMED EXPANSION JOINT FILLER, 1/2" THICK. THE JOINT SHALL BE RECESSED 1/4" FROM THE TOP AND FRONT OF THE CONCRETE CURB.

NOTE: CONCRETE SHALL MEET THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT OF TRANSPORTATION STANDARD SPECIFICATIONS FOR ITEM 608.0101

09 2-2-017

1/4" RADIUS 1 1/2" RADIUS

18"

N.T.S.

PITCH 1/4" /FT (MAX.)

6" BANKRUN SAND AND GRAVEL

STREET

REV S O INS

1/2" RADIUS (TYP.)

1/4"

DATE

4" SAND BASE

ASPHALT AND CONCRETE PAVEMENT SECTIONS (ON-SITE)

PITCH 1/4" /FT (MAX.)

REVISIONS 1 1/4"Ø to 1 1/2"Ø

SLOPE 1/4"/FT (MAX.)

CONTRACTOR SHALL COORDINATE WITH PROJECT GEOTECHNICAL ENGINEER FOR THE ASPHALT SECTION PRIOR TO START OF WORK.

VARIES SEE PLAN

60" MINIMUM LANDING

N.T.S. "A"

SUBGRADE

HORIZONTAL PROJECTION (RUN)

REV NO.

TYPICAL SIGN DETAIL

6" NYSDOT TYPE 4 BASE COURSE

RISE

DEPTH AS NECESSARY TO PROVIDE SUPPORT FOR CODE REQUIREMENT WIND LOAD

34"-38"

6" COMPACTED BASE

SECTION A-A BUILDING

30'-0" MAX. RUN BEFORE A 5'-0" LONG INTERMEDIATE LANDING IS REQUIRED

ELEVATION

3" NYSDOT TYPE 3 BINDER COURSE

4" CONC. SIDEWALK

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340 1'-0"

1-1/2" NYSDOT TYPE 6F TOP COURSE

CONCRETE

1'-0"

N.T.S.

AC-20 ASPHALT EMULSION

6" CONCRETE MAT (4,000 PSI AT 28 DAYS)

7'-0" (MIN.)

R7-1 (MOD)

REINFORCEMENT AS NECESSARY

30 FEET 40 FEET

30 INCHES 30 INCHES

RAMPS AND HANDRAILS TO BE IN COMPLIANCE WITH SECTION 4.8 OF THE 'AMERICANS WITH DISABILITIES ACT'

FIRE LANE

ON-SITE ACCESSIBLE CURB RAMP

1:12 TO < 1:16 1:16 TO < 1:20

ASC

PROP. SIDEWALK

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

MAX. RISE/RUN FOR ACCESSIBLE RAMPS W/HANDRAILS MAXIMUM HORIZONTAL SLOPE MAXIMUM RISE PROJECTION

34"-38"

MA X . SL 1:12 OPE

SECTION 4.8.4 LANDINGS *LEVEL LANDINGS WILL BE PROVIDED AT TOP AND BOTTOM OF EACH RAMP. LANDING LENGTH SHALL BE MIN. 60" AND BE AS WIDE AS RAMP MIN. 36". *IF RAMP CHANGES DIRECTION LANDING WILL BE MIN. 60"x60" *"IF A DOORWAY IS LOCATED AT A LANDING, THEN THE AREA IN FRONT OR THE DOORWAY SHALL COMPLY WITH 4.13.6"

TEXT AS NECESSARY

2.) CURB RAMPS, PAVEMENT MARKINGS, & APPLICABLE SIGNAGE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE LATEST ADA ACCESSIBILITY GUIDELINES.

PROP. CURB

PE LO S X. :12 6" MAX MA 1

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

SECTION 4.8.6, 4.3.7 CROSS SLOPE *THE CROSS SLOPE OF RAMP SURFACES SHALL BE NO GREATER THAN 1:50. *NOWHERE SHALL THE CROSS SLOPE OF AN ACCESSIBLE ROUTE EXCEED 1:50.

3' (MIN.) - SEE SITE PLAN FOR SIDEWALK WIDTH

A.F.F. 34"-38"

3' LAN(DMIN). ING

N.T.S.

SECTION 4.8.5 AND 4.26 HANDRAILS *"IF A RAMP HAS A RISE GREATER THAN 6" OR A HORIZONTAL PROJECTION GREATER THAN 72", THEN IT SHALL HAVE *HANDRAILS ON BOTH SIDES" HANDRAIL WILL BE CONSTRUCTED OF WELDED STEEL PIPE -

SECTION 4.8.1 - 4.8.3 RAMPS *"ANY PART OF AN ACCESSIBLE ROUTE WITH A SLOPE GREATER THAN 1:20 SHALL BE CONSIDERED A RAMP AND SHALL COMPLY WITH 4.8" *"THE LEAST POSSIBLE SLOPE SHALL BE USED FOR ANY RAMP." *"THE MINIMUM CLEAR WIDTH OF A RAMP SHALL BE 36"." *SEE MAXIMUM RISE/RUN CHART FOR ACCEPTABLE SLOPES.

2% CROSS SLOPE (MAX.)

NOTES: 1.) CURB RAMPS MAY NOT EXTEND INTO ANY PORTION OF THE PARKING SPACE OR ASSOCIATED STRIPED ISLAND.

CONCRETE STAMPED TRUNCATED DOME DETAIL

N.T.S.

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

DETAIL SHEET N.T.S.

6" (TYP.)

24" HIGH PAINTED WHITE LETTERS (TYP.)

JOSEPH A. DEAL PROFESSIONAL ENGINEER

TRAFFIC SYMBOLS

N.T.S.

PROGRESS SET — NOT FOR CONSTRUCTION

NEW YORK LICENSE No. 087122 NEW JERSEY LICENSE No. 24GE04919900 CONNECTICUT LICENSE No. 27585 PENNSYLVANIA LICENSE No. PE077709

DATE: 09/22/2017 PROJECT NO.: NM17030 DRAWING BY: BS KS CHK BY: DWG NO.:

C-006.00 DRAWING NO. 06 OF 06

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE XA

BRONX, NY 10475

DEMOLITION LEGEND:

EXISTING TO REMAIN LIVING / DINING 234

BEDROOM 235

LIVING / DINING / STUDIO 238

LIVING / DINING 241

BEDROOM 242

BEDROOM 245

STAIR 1

B1 236

K3(SIMILAR) 233

K3(SIMILAR) 232

LIVING / DINING 249

BEDROOM 250

LIVING / DINING / STUDIO 253 ACCESSIBLE FLOORS 2-6

LIVING / DINING 256

BEDROOM 257

BEDROOM 260

B1 237

K2 239

B2 244

B1 243

K3 240

K4 247

K3 225

B1 228

K2 224

B1 222

K1 254

B1 258

K3 255

ELEV 1

B1 216

B1 259

K3(SIMILAR) 262

HALL 201

JAN 215

K5 210

ELEV 2

K3 209

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

TYPICAL APARTMENT REMOVALS

REMOVE ELEVATOR CABS, SEE ELEV. DWG A-501 FOR MORE INFO

K5 218

K2 219

B1 221

B2 252

B1 251

K3 248

HALL 201

REMOVE EXISTING VCT AND BASE

B1 229

EXISTING TO BE REMOVED

LIVING / DINING 261

STAIR 2

REMOVE WALL, DOOR AND CLOSET SHELVES AS REQUIRED FOR NEW CABINET

HALL 201

LIVING / DINING 246 ACCESSIBLE FLOORS 2-6

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

B1 206

REMOVE WINDOWS, BLINDS, EXTERIOR ALUMINUM SILLS, AND INTERIOR WOOD SILLS.

REMOVE AIR CONDITIONER SLEEVES AND LOUVERS.

REMOVE DOOR LEVERS.

REMOVE BATH PLUMBING FIXTURES, INCLUDING TUBS, LAVATORIES, TOILETS. DEMO AS REQUIRED FOR INSTALLATION OF NEW PLUMBING.

REMOVE SHOWER SURROUNDS IN ACCESSIBLE APARTMENTS.

REMOVE BATH VANITIES.

REMOVE KITCHEN APPLIANCES.

REMOVE KITCHEN COUNTERTOP AND BACKSPLASH.

REMOVE VCT FLOORING THROUGHOUT.

K3(SIMILAR) 202

B1 205

B1 212

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584 CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200 ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

10. REMOVE BATH WALL TILE TO FACE OF EXISTING PLASTER OR GWB. LIVING / DINING 231

BEDROOM 230

BEDROOM 227

LIVING / DINING 226

LIVING / DINING / STUDIO 223

LIVING / DINING / STUDIO 220

LIVING / DINING 217

BEDROOM 214

BEDROOM 213

LIVING / DINING 211

LIVING / DINING 208

BEDROOM 207

BEDROOM 204

11. REMOVE HYDRONIC BASEBOARD HEATING FINS AND ENCLOSURES AS REQUIRED FOR INSTALLATION OF NEW BASEBOARD HEATING.

LIVING / DINING 203

12. REMOVE ELECTRICAL RECEPTACLES.

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

13. REMOVE NURSE CALL DEVICES.

15. REMOVE KITCHEN CABINETS IN ACCESSIBLE KITCHENS (TYPE K1 AND K4)

REMOVE & REPLACE LINTEL(S) AS NEEDED PER VISUAL INSPECTION UPON WINDOW REMOVAL

TYPICAL FLOOR DEMOLITION PLAN SCALE:

14. REMOVE WALL BASE TO FACE OF EXISTING PLASTER OR GWB IN BATHS, BEDROOMS, LIVING ROOMS/STUDIOS.

1/8" = 1'-0"

GENERAL DEMOLITION NOTE REMOVE CANOPY COVER (STRUCTURE TO REMAIN)

WORKSHOP 139

EXISTING LOUVER TO REMAIN

WOMEN'S TOILET 135

ASC

REMOVE RECEPTION DESK

CLOSET 136

CORRIDOR 134

REMOVE EXISTING CARPET & BASE

REMOVE TOILETS, LAVATORIES, TOILET PARTITIONS & GRAB BARS

B1 106

REMOVE MAILBOXES & COUNTER REMOVE ELEVATOR CABS, SEE ELEV. DWG A-501 FOR MORE INFO

K6 109

B1 113

K3(SIMILAR) 114

H ST

ALDRIC

JANITOR 107 CORRIDOR 126

REMOVE EXISTING CARPET & BASE

RECYCLING 115

AVEN BARTOW

BARTOW AV

ENUE

XB UE

TOW

BAR

N AVE

2050 BARTOW AVENUE

REMOVE CLOSET DOORS

LAUNDRY 129

LIVING / DINING 112

STAIR 2

REMOVE EXISTING DOOR, FRAME & TRANSOM

REMOVE FLOORING & BASE REMOVE WALL FOR DOOR INSTALLATION

100% CDs REVIEW SET

BLVD

MEN'S TOILET 133

BEDROOM 111

REV NO.

REMOVE EXISTING CARPET & BASE

LOBBY 102 UP

SUPERINTENDENTS L/D 108

REVISIONS

CITY

REMOVE FLOOR TILE TO CONCRETE SLAB, REMOVE WALL TILE TO FACE OF EXISTING GWB

BEDROOM 105

CORRIDOR 110

CO O P

ELECTRICAL 138

BEDROOM 104

ELEV 2

K2 122

B1 120

K3(SIMILAR) 116

B1 119

BAY

ELEV 1

ELEC 124

LVD

STAIR 1

MAINTENANCE 137

TENANT OFFICE 103

METER ROOM 132

VESTIBULE 101

CIT

BOILER ROOM 130

REMOVE FLOORING & BASE

CORRIDOR 131

REMOVE EXISTING DOOR & FRAME XB

WHERE FLOOR FINISH IS CALLED FOR REMOVAL, DEMO REMOVE AND DISPOSE OF IN THEIR ENTIRETY ALL FLOOR FINISHES (AND UNDERLAYMENTS AND TACK STRIPS IF APPLICABLE), WALL BASES, ADHESIVES, AND MASTICS TO EXPOSE CONCRETE SLAB. PREPARE SLAB TO ACCEPT NEW FINISHES AS SCHEDULED.

H LO

REMOVE EXISTING DOOR, FRAME & TRANSOM

ASC

REMOVE EXISTING DOOR & FRAME

STE CHE

REMOVE GRAVITY DAMPER

E R AV

REMOVE EXISTING DOOR & FRAME

COMMUNITY ROOM 128

REMOVE EXISTING CARPET & BASE

REMOVE CLOSET DOORS

COMPACTOR ROOM 125

BUILDING STORAGE 123

LIVING / DINING / STUDIO 121

BEDROOM 118

LIVING / DINING 117

TENANT WARMING PANTRY 127

XA REMOVE EXISTING DOOR & FRAME

GROUND FLOOR DEMOLITION PLAN SCALE:

1/8" = 1'-0"

XB REMOVE AC SLEEVES (TYP)

XB REMOVE EXISTING DOOR & FRAME

- REVIEW SET - NOT FOR CONSTRUCTION

REMOVE TRASH COMPACTOR

REMOVE FLOORING TO CONCRETE SLAB, REMOVE WALL BASE

CONSTRUCTION DOCUMENTS

REMOVE CABINETS, COUNTERS, APPLIANCES, EXHAUST HOOD

XB REMOVE WALL GRILLE REMOVE EXISTING DOOR & FRAME

REMOVE & REPLACE LINTEL(S) AS NEEDED PER VISUAL INSPECTION UPON WINDOW REMOVAL

GROUND & TYPICAL FLOOR DEMOLITION PLANS DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

DM-101.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475

DEMOLITION LEGEND: EXISTING TO REMAIN

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

EXISTING TO BE REMOVED REMOVE ROOFING, METAL GUTTER, LEADER, METAL ROOF EDGE FASCIA & FLASHING AT STAIRWELL BULKHEAD

REMOVE ROOFING, METAL GUTTER, LEADER, METAL ROOF EDGE FASCIA & FLASHING AT STAIRWELL BULKHEAD

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

REMOVE FLASHING AT PARAPETS, DRAINS, PENETRATIONS & CURBS

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

REMOVE ROOFING, METAL GUTTER, LEADER, METAL ROOF EDGE FASCIA & FLASHING AT ELEVATOR BULKHEAD

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404 UP

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

ROOF DEMOLITION PLAN SCALE:

1/8" = 1'-0"

AREA OF SUSPECTED WET INSULATION, INSULATION & ROOF ASSEMBLY TO BE REPLACED, SEE A-108 & A-302

REVISIONS REV NO. 100% CDs REVIEW SET

REMOVE FLASHING AT PARAPETS, DRAINS, PENETRATIONS & CURBS

REMOVE METAL ROOF EDGE FASCIA

REMOVE EXHAUST FAN AND CURB (TYP.)

ASC

AREA OF SUSPECTED WET INSULATION, INSULATION & ROOF ASSEMBLY TO BE REPLACED, SEE A-108 & A-302

H ST

BLVD

ALDRIC

STAIR 2

CITY

AREA OF SUSPECTED WET INSULATION, INSULATION & ROOF ASSEMBLY TO BE REPLACED, SEE A-108 & A-302

REMOVE DOOR, FRAME & BRICK BELOW LINTEL

CO O P

REMOVE FIXED WINDOW & LOUVER

H LO

ROOF 801

ASC

STAIR 1

REMOVE FIXED WINDOW & LOUVER

REMOVE DOOR, FRAME & BRICK BELOW LINTEL

AVEN BARTOW

BARTOW AV

ENUE

TOW

BAR

N AVE

REMOVE EXHAUST FAN AND CURB (TYP.) STORAGE ROOM 802

YB CIT OP CO

AREA OF SUSPECTED WET INSULATION, INSULATION & ROOF ASSEMBLY TO BE REPLACED, SEE A-108 & A-302

E R AV

REMOVE EXHAUST FAN AND CURB (TYP.)

STE CHE

ELEV 2

BAY

ELEV 1

LVD

2050 BARTOW AVENUE

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

REMOVE DOOR, FRAME & BRICK BELOW LINTEL

REMOVE LOUVER

MAIN ROOF DEMOLITION PLAN SCALE:

1/8" = 1'-0"

ROOF DEMOLITION PLANS ELEVATOR MACHINE ROOM 901

AREA ABOVE STORAGE ROOM SCALE:

1/8" = 1'-0"

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

REMOVE DOOR, FRAME & ANY BRICK BELOW LINTEL XF

DM-102.00

XF REMOVE LOUVERS

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475

DEMOLITION LEGEND: EXISTING TO REMAIN

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

EXISTING TO BE REMOVED

REMOVE & REPAIR / REPLACE SPALLED BRICK, SEE A-202

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

FOR ADDITIONAL DETAILS

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

9'-10"

BULKHEAD ROOF EL +97'-5"

REMOVE METAL ROOF EDGE FASCIA (TYP)

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

REMOVE LOUVER

STAIR ROOF EL +78'-7"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

9'-0"

REMOVE & REPLACE LINTEL(S) AS NEEDED PER VISUAL INSPECTION UPON WINDOW REMOVAL

9'-9"

8'-9"

ROOF EL +78'-7"

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

SEVENTH FLOOR EL +68'-10"

SIXTH FLOOR EL +60'-1" 8'-9"

REMOVE & REPAIR / REPLACE SPALLED BRICK, SEE 4 / A-202

REMOVE AC SLEEVES AND LOUVERS IN UNITS (TYP.)

REMOVE WINDOWS (TYP.)

REVISIONS

FIFTH FLOOR EL +51'-4"

1 DM-203

2 DM-203

REV NO.

8'-9"

100% CDs REVIEW SET

FOURTH FLOOR EL +42'-7"

THIRD FLOOR EL +33'-10"

REMOVE CANOPY COVER (STRUCTURE TO REMAIN)

8'-9"

ASC

BLVD

H ST

LF REMOVE GRAVITY DAMPER

REMOVE EXTERIOR LIGHTING FIXTURE (TYP.)

CO O P

H LO

CL WINDOW

REMOVE EXTERIOR LIGHTING FIXTURE (TYP.)

ASC

SECOND FLOOR EL +25'-1"

CITY

ALDRIC

10'-1"

AVEN BARTOW

ENUE

XE UE

TOW

BAR

N AVE

REMOVE AC SLEEVES & LOUVERS (TYP)

CIT

REMOVE DOOR

REMOVE DOORS

NEW MASONRY OPENING FOR MOTORIZED DAMPER

E R AV

REMOVE WINDOW GUARDS

STE CHE

REMOVE DOOR

LVD

2050 BARTOW AVENUE

BAY

FIRST FLOOR EL +15'-0"

BARTOW AV

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

NORTH ELEVATION DEMOLITION

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

NORTH ELEVATION DEMOLITION SCALE:

DM-201.00

1/8" = 1'-0"

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475

DEMOLITION LEGEND: EXISTING TO REMAIN

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

EXISTING TO BE REMOVED

REMOVE & REPAIR / REPLACE SPALLED BRICK, SEE A-202

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

FOR ADDITIONAL DETAILS

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

9'-10"

BULKHEAD ROOF EL +97'-5"

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

REMOVE LOUVERS & AC SLEEVES

REMOVE METAL ROOF EDGE FASCIA (TYP)

STAIR ROOF EL +78'-7"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

9'-0"

REMOVE & REPLACE LINTEL(S) AS NEEDED PER VISUAL INSPECTION UPON WINDOW REMOVAL

9'-9"

8'-9"

ROOF EL +78'-7"

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

SEVENTH FLOOR EL +68'-10"

REMOVE & REPAIR / REPLACE SPALLED BRICK (TYP.), SEE 4 / A-202

SIXTH FLOOR EL +60'-1" 8'-9"

REMOVE AC SLEEVES AND LOUVERS IN UNITS (TYP.)

REMOVE WINDOWS (TYP.)

REVISIONS

FIFTH FLOOR EL +51'-4"

2 DM-203

1 DM-203

REV NO.

8'-9"

100% CDs REVIEW SET

FOURTH FLOOR EL +42'-7"

THIRD FLOOR EL +33'-10"

C WINDOW ASC

8'-9"

10'-1"

REMOVE EXISTING LOUVER ABOVE WINDOW

CITY

REMOVE EXTERIOR LIGHTING FIXTURE (TYP.)

AVEN BARTOW

BARTOW AV

ENUE

XA UE

TOW

BAR

N AVE

CIT

REMOVE DOORS

REMOVE DOOR

REMOVE AC SLEEVES & LOUVERS (TYP)

REMOVE WINDOW GUARDS

E R AV

REMOVE DOORS

STE CHE

NEW MASONRY OPENINGS FOR MOTORIZED DAMPERS

LVD

2050 BARTOW AVENUE

BAY

FIRST FLOOR EL +15'-0"

CO O P

REMOVE EXTERIOR LIGHTING FIXTURE (TYP.)

4'-0"

H LO

4'-0"

ALDRIC

ASC

SECOND FLOOR EL +25'-1"

BLVD

H ST

REMOVE EXISTING LOUVER

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

SOUTH ELEVATION DEMOLITION

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

SOUTH ELEVATION DEMOLITION SCALE:

DM-202.00

1/8" = 1'-0"

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475

DEMOLITION LEGEND: EXISTING TO REMAIN

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

EXISTING TO BE REMOVED

REMOVE & REPAIR / REPLACE SPALLED BRICK, SEE A-202

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

FOR ADDITIONAL DETAILS

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

REMOVE METAL ROOF EDGE FASCIA (TYP)

BULKHEAD ROOF EL +97'-5"

REMOVE METAL ROOF EDGE FASCIA (TYP)

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

9'-10"

REMOVE DOOR, FRAME & ANY BRICK BELOW LINTEL

REMOVE DOORS, FRAMES & BRICK BELOW LINTELS

STAIR ROOF EL +78'-7"

REMOVE DOOR, FRAME & BRICK BELOW LINTEL 9'-0"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

9'-9"

ROOF EL +78'-7"

PROBE POINT #1 TO DETERMINE WASHOUT

REMOVE & REPLACE LINTEL(S) AS NEEDED PER VISUAL INSPECTION UPON WINDOW REMOVAL

SEVENTH FLOOR EL +68'-10" 8'-9"

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

REMOVE & REPLACE LINTEL(S) AS NEEDED PER VISUAL INSPECTION UPON WINDOW REMOVAL

REMOVE & REPAIR / REPLACE SPALLED BRICK, SEE 4 / A-202 XB

REMOVE WINDOWS (TYP.)

SIXTH FLOOR EL +60'-1" 8'-9"

NEW MASONRY OPENING FOR PTAC UNIT (TYP)

FIFTH FLOOR EL +51'-4"

1 DM-202

NEW MASONRY OPENING FOR PTAC UNIT (TYP)

1 DM-201

REVISIONS 1 DM-202

REV NO.

8'-9"

100% CDs REVIEW SET

PROBE POINTS #2, #3 (IF REQUIRED) TO DETERMINE WASHOUT

FOURTH FLOOR EL +42'-7"

REMOVE WINDOW GUARDS (TYP)

REMOVE WINDOW GUARDS

THIRD FLOOR EL +33'-10" ASC

BLVD

H ST

CO O P

REMOVE EXTERIOR LIGHTING FIXTURE (TYP.)

H LO

REMOVE EXTERIOR LIGHTING FIXTURE (TYP.)

ASC

SECOND FLOOR EL +25'-1"

CITY

ALDRIC

10'-1"

AVEN BARTOW

BARTOW AV

ENUE

XB UE

TOW

BAR

N AVE

EXISTING LOUVER TO REMAIN

2050 BARTOW AVENUE

BAY

STE CHE

E R AV

CIT

LVD

FIRST FLOOR EL +15'-0"

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

EAST ELEVATION DEMOLITION SCALE:

1/8" = 1'-0"

WEST ELEVATION DEMOLITION SCALE:

1/8" = 1'-0"

EAST & WEST ELEVATIONS DEMOLITION DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

DM-203.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475

DEMOLITION LEGEND:

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

EXTERIOR WALL PACK LIGHT TO BE REMOVED EXTERIOR POLE LIGHT HEADS TO BE REMOVED

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

BARTOW AVENUE MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584 CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200 LF

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

REMOVE PARKING LOT POLE LIGHT HEADS (TYP)

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

REVISIONS REV NO. 100% CDs REVIEW SET

ASC

LF BLVD

H ST

ALDRIC

ASC

H LO

CO O P

CITY

REMOVE EXTERIOR WALL PACK LIGHTING (TYP.)

AVEN BARTOW

BARTOW AV

ENUE

TOW

BAR

N AVE

E R AV STE CHE BAY

CIT

LVD

2050 BARTOW AVENUE

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

LF REMOVE EXTERIOR POLE LIGHT HEADS (TYP.)

SITE LIGHTING DEMOLITION PLAN

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

SITE LIGHTING DEMOLITION PLAN SCALE:

DM-800.00

1/16" = 1'-0"

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 REFLECTED CEILING LEGEND:

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

2'X4' RECESSED FLUORESCENT LIGHT FIXTURE TO BE REMOVED

LIVING / DINING 234

BEDROOM 235

LIVING / DINING / STUDIO 238

LIVING / DINING 241

BEDROOM 242

BEDROOM 245

LIVING / DINING 246 ACCESSIBLE FLOORS 2-6

LIVING / DINING 249

BEDROOM 250

LIVING / DINING / STUDIO 253 ACCESSIBLE FLOORS 2-6

LIVING / DINING 256

BEDROOM 257

BEDROOM 260

LIVING / DINING 261

2'X4' RECESSED FLUORESCENT EMERGENCY LIGHT FIXTURE TO BE REMOVED

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

4' SURFACE MOUNTED LINEAR FLUORESCENT FIXTURE WITH T12 LAMPS TO BE REMOVED SURFACE MOUNTED INCANDESCENT LIGHT TO BE REMOVED

K3(SIMILAR) 233

K2 239

UP DN STAIR 1

B1 236

K3 240

B2 244

B1 243

K3 248

K4 247

B1 237

EL. 8'-0"

K3 225 B1 229

K3 255

B2 252

K2 219

K2 224 B1 222

B1 228

HALL 201

EXIT SIGN TO BE REMOVED

B1 259

K5 210

B1 221

ELEV 1

SMOKE / CO DETECTOR WITH PROVISION FOR STROBE LTG TO BE REMOVED

B1 206

B1 216

4' SURFACE MOUNTED LINEAR FLUORESCENT FIXTURE WITH T12 LAMPS TO REMAIN

K3(SIMILAR) 202

K3 209

ELEV 2

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

SMOKE / CO DETECTOR TO BE REMOVED

HALL 201

JAN 215

K5 218

2'X4' ACOUSTICAL CEILING TILE & GRID TO BE REMOVED

K3(SIMILAR) 262

DN UP STAIR 2

B1 258

K1 254

HALL 201

K3(SIMILAR) 232

B1 251

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

B1 205

B1 212

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

4' SURFACE MOUNTED LINEAR FLUORESCENT FIXTURE WITH T12 LAMPS (WITH EMERGENCY BATTERY ) TO REMAIN SURFACE MOUNTED INCANDESCENT LIGHT TO REMAIN

LIVING / DINING 231

BEDROOM 230

BEDROOM 227

LIVING / DINING 226

LIVING / DINING / STUDIO 223

LIVING / DINING / STUDIO 220

LIVING / DINING 217

BEDROOM 214

BEDROOM 213

LIVING / DINING 211

LIVING / DINING 208

BEDROOM 207

BEDROOM 204

LIVING / DINING 203

WALL MOUNTED VANITY FIXTURE TO REMAIN EL. X'-X"

EL.+/- X'-X" B.O.SLAB

TYPICAL FLOOR REFLECTED CEILING DEMOLITION SCALE:

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

HEIGHT OF FINISHED FLOOR TO FINISHED CEILING HEIGHT OF FINISHED FLOOR TO EXISTING CONCRETE CEILING/BEAM

NOTE

1/8" = 1'-0"

REVISIONS REV NO.

1. WHERE CEILING GRIDS ARE REMOVED, REMOVE EXISTING

100% CDs REVIEW SET

SECURITY CAMERA, SAVE FOR RE-INSTALLATION. 2. EXISTING CEILING SUSPENSION HANGERS AND CHANNELS TO REMAIN REMOVE CEILING TILES, CEILING GRIDS, LIGHTING FIXTURES, EXIT SIGNS, SMOKE DETECTORS

REMOVE ALL THE LIGHTING FIXTURES IN METER ROOM VESTIBULE 101 METER ROOM 132

TENANT OFFICE 103

WORKSHOP 139

ASC

BEDROOM 104

BEDROOM 105

SUPERINTENDENTS L/D 108

BEDROOM 111

LIVING / DINING 112

H ST

ALDRIC

ASC

H LO

CO O P

CITY

ELECTRICAL 138

MAINTENANCE 137 EM

BLVD

BOILER ROOM 130

CORRIDOR 131

CORRIDOR 110

AVEN BARTOW

EM BAR

CORRIDOR 134

EL.+/- 9'-4" B.O.SLAB

REMOVE CEILING TILES, CEILING GRIDS, LIGHTING FIXTURES, EXIT SIGNS

EL. 7'-9"

EL.+/- 9'-4" B.O.SLAB

YB OP

CIT

UP STAIR 2

K6 109

CORRIDOR 126

RECYCLING 115

REMOVE CEILING TILES, CEILING GRIDS, LIGHTING FIXTURES, EXIT SIGNS, SMOKE DETECTOR

JANITOR 107

E R AV

B1 106

EL. 8'-1"

2050 BARTOW AVENUE

STE CHE

MEN'S TOILET 133

LOBBY 102

CLOSET 136

K3(SIMILAR) 114

BAY

RELOCATE EXISTING LIGHT FIXTURE

EM WOMEN'S TOILET 135

N AVE

LVD

B1 113

EM EM

ENUE

TOW

UP STAIR 1

BARTOW AV

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

EM REMOVE CEILING TILES, CEILING GRIDS, LIGHTING FIXTURES, EXIT SIGNS, SMOKE DETECTORS

ELEV 1

EM REMOVE CEILING TILES, CEILING GRIDS, LIGHTING FIXTURES, EXIT SIGNS, SMOKE DETECTORS

LAUNDRY 129

ELECEM 124

ELEV 2

B1 119

K3(SIMILAR) 116

COMPACTOR ROOM 125

EM TENANT WARMING PANTRY 127

COMMUNITY ROOM 128

K2 122

B1 120

LIVING / DINING / STUDIO 121

BUILDING STORAGE 123

BEDROOM 118

LIVING / DINING 117

GROUND & TYPICAL FLOOR REFLECTED CEILING DEMOLITION

REMOVE CEILING TILES, CEILING GRIDS, LIGHTING FIXTURES, SMOKE DETECTOR, EXIT SIGNS

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

GROUND FLOOR REFLECTED CEILING DEMOLITON SCALE:

1/8" = 1'-0"

DM-801.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

REFLECTED CEILING LEGEND: 2'X4' RECESSED FLUORESCENT LIGHT FIXTURE TO BE REMOVED

LIVING / DINING / STUDIO 738

LIVING / DINING 741

BEDROOM 742

BEDROOM 745

LIVING / DINING 746

LIVING / DINING 749

BEDROOM 750

LIVING / DINING / STUDIO 753

LIVING / DINING 756

BEDROOM 757

BEDROOM 760

LIVING / DINING 761

4' SURFACE MOUNTED LINEAR FLUORESCENT FIXTURE WITH T12 LAMPS TO BE REMOVED

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

SURFACE MOUNTED INCANDESCENT LIGHT TO BE REMOVED K1 754 K3(SIMILAR) 733

B1 736

B1 737

DN UP STAIR 1

K2 739

K3 740

K3 748

B2 744

B1 743

B1 751

K4 747 HALL 701

HALL 701

REMOVE CEILING TILES & GRIDS, EXIT SIGNS

K3 755

B2 752

B1 758

EL. 8'-0"

B1 759

DN UP STAIR 2

2'X4' ACOUSTICAL CEILING TILE & GRID TO BE REMOVED

K3(SIMILAR) 762

EXIT SIGN TO BE REMOVED

EL. 7'-6"

HALL 701

EL.+/- 8'-9" B.O.SLAB

SMOKE / CO DETECTOR WITH PROVISION FOR STROBE LTG TO BE REMOVED 4' SURFACE MOUNTED LINEAR FLUORESCENT FIXTURE WITH T12 LAMPS TO REMAIN

JAN 715

K3(SIMILAR) 732 B1 729

B1 728

K3 725

K2 724

B1 722

B1 721

K2 719

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

SMOKE / CO DETECTOR TO BE REMOVED

K5 718

ELEV 1

B1 716

ELEV 2

B1 712

K5 710

K3 709

B1 706

B1 705

K3(SIMILAR) 702

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

4' SURFACE MOUNTED LINEAR FLUORESCENT FIXTURE WITH T12 LAMPS (WITH EMERGENCY BATTERY ) TO REMAIN SURFACE MOUNTED INCANDESCENT LIGHT TO REMAIN

BEDROOM 704

WALL MOUNTED VANITY FIXTURE TO REMAIN

LIVING / DINING 703 EL. X'-X"

EL.+/- X'-X" B.O.SLAB

7TH FLOOR REFLECTED CEILING DEMOLITION SCALE:

1/8" = 1'-0"

HEIGHT OF FINISHED FLOOR TO FINISHED CEILING HEIGHT OF FINISHED FLOOR TO EXISTING CONCRETE CEILING/BEAM

NOTE

REVISIONS REV NO.

1. WHERE CEILING GRIDS ARE REMOVED, REMOVE EXISTING

100% CDs REVIEW SET

SECURITY CAMERA, SAVE FOR RE-INSTALLATION. 2. EXISTING CEILING SUSPENSION HANGERS AND CHANNELS TO REMAIN

ASC

H ST

ALDRIC

CITY

BEDROOM 707

AVEN BARTOW

BARTOW AV

ENUE

TOW

BAR

N AVE

2050 BARTOW AVENUE

LVD

LIVING / DINING 708

LIVING / DINING 711

CIT

BEDROOM 713

BEDROOM 714

LIVING / DINING 717

LIVING / DINING / STUDIO 720

H LO

LIVING / DINING / STUDIO 723

ASC

LIVING / DINING 726

E R AV

BEDROOM 727

STE CHE

BEDROOM 730

BAY

LIVING / DINING 731

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

BLVD

BEDROOM 735

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

CO O P

LIVING / DINING 734

2'X4' RECESSED FLUORESCENT EMERGENCY LIGHT FIXTURE TO BE REMOVED

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

7TH FLOOR REFLECTED CEILING DEMOLITION DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

DM-807.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

ACCESS BOLLARD, SEE A-201 FOR MORE DETAILS CONNECT TO SECURITY SYSTEM (COORDINATE EXACT LOCATION IN FIELD)

40 SQIN. FREE AREA FIXED LOUVER

ENTRANCE MAT SEE SPECIFICATIONS

107

108

CONSTRUCTION. CONTRACTOR TO VERIFY IN FIELD ALL B

BRONX, NY 10475

DOOR SIZES FOR REPLACEMENT. CONTRACTOR TO VERIFY

IN FIELD ALL WALL LOCATIONS FOR CABINET SIZE

103

101

2050 BARTOW AVENUE

WALLS, AND VERIFY ALL DIMENSIONS PRIOR TO

PATCH & FURR OUT WALL AS REQUIRED FOR CUH - REF M-001

PATCH WALL (INTERIOR & EXTERIOR) AT REMOVED AC SLEEVES

1 A-401 D

PROJECT LOCATION:

CONTRACTOR TO VERIFY IN FIELD, LOCATION OF EXISTING

ORDERING, IF DISCREPANCY OCCURS, CONTRACTOR TO CORRIDOR 131

WIRE MESH SCREEN

BOILER ROOM 130

VESTIBULE 101

METER ROOM 132

STAIR 1

PT1

MAINTENANCE 137

ELECTRICAL 138

WORKSHOP 139

PT1

BEDROOM 105

CP1

A 7'-2 1/2"

EXISTING LOUVER TO REMAIN

FIRE PUMP ROOM 140

PT1

CLOSET 136

F2 A

ELEV 1

1 A-501

CP2

CP3

CP2

CP3

6. REPLACE BATH VANITIES

B1 113

K3(SIMILAR) 114

FEC PT5

EXISTING SILL (TYP.) PATCH WALL AT REMOVED GRILLE

RECYCLING 115

A B1 120

B1 119

K3(SIMILAR) 116

9. REPLACE FLOORING & BASE THROUGHOUT 10. REPLACE BASEBOARD HEATING 11. REPLACE ELECTRICAL RECEPTACLES

B 1 A-203

K2 122

ELEC 124

EXISTING HOUSE TRAP ACCESS PANEL IN FLOOR

1 A-602

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

7. REPLACE KITCHEN APPLIANCES 8. REPLACE KITCHEN COUNTERTOP AND BACKSPLASH

PT1

ELEV 2

109

110

1 A-651

10 A-652 BUILDING STORAGE 123

COMPACTOR ROOM 125

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

12. REPLACE NURSE CALL DEVICES - CORNELL COMMUNICATIONS SERIES 40000 OR APPROVED EQUAL 13. PAINT APARTMENT DOORS, WALLS & CEILINGS 14. REPLACE KITCHEN CABINETS IN KITCHEN TYPES K1 AND K4

LIVING / DINING / STUDIO 121

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

KITCHEN TYPES K2, K3, K5 AND K6 AS REQUIRED FOR SANITARY STACK REPLACEMENT. SEE PLUMBING PLANS FOR

BEDROOM 118

LIVING / DINING 117

LOCATIONS. REPLACE CABINETS TO MATCH EXISTING IN EVENT OF DAMAGE.

TENANT WARMING PANTRY 127

5. REPLACE BATHROOM FLOORING, WALL TILES & BASE

15. REMOVE AND RE-INSTALL KITCHEN BASE CABINETS IN

FEC

4. REPLACE BATH PLUMBING FIXTURES

REPLACE TRASH COMPACTOR

COMMUNITY ROOM 128

3. REPLACE DOOR LEVERS

5 A-653

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

2. REPLACE AC SLEEVES AND LOUVERS

111

1. REPLACE WINDOWS, SILLS & BLINDS

STAIR 2

K6 109

LAUNDRY 129

TYPICAL APARTMENT SCOPE OF WORK

CP1

FEC

B 1BR

PT5

CORRIDOR 126

LIVING / DINING 112

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

NOTIFY ARCHITECT IN WRITING FOR CLARIFICATION.

BEDROOM 111

D JANITOR 107

FIRST FLOOR EL +15'-0" PT5 PAINT EXISTING HAND RAIL TYP.

2 A-203

2 A-401

FEC

CP1

B1 106

CORRIDOR 110

10 A-654

LOBBY 102

PT1

CORRIDOR 134

112

A 2BR

WOMEN'S TOILET 135

MEN'S TOILET 133

SUPERINTENDENTS L/D 108

1 A-602 A

NEW WALL, REF. DWG A-312

BEDROOM 104

PT5

TENANT OFFICE 103

102

PT1

9 A-601

D ST

PT1

C 1BR

NOTES:

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

1. ALL EXISTING LINTELS TO RECEIVE PAINT

F4 B

2. SEE A-311 FOR WINDOW TYPES & DETAILS

3. SEE A-312 FOR DOOR DETAILS 106 A

BOLLARD WITH KEY FOB (CARD) READER, SEE A-201 FOR MORE DETAILS CONNECT TO SECURITY SYSTEM (COORDINATE EXACT LOCATION IN FIELD)

PATCH WALL (INTERIOR & EXTERIOR) AT REMOVED AC SLEEVES

4. SEE A-600s FOR BATHROOM FINISHES, DETAILS AND

ADDITIONAL NOTES

PATCH WALL AT REMOVED WALL GRILLE. MATCH EXISTING WALL FINISH

5. SEE A-650s FOR KITCHEN FINISHES, DETAILS AND ADDITIONAL NOTES

BOLLARD WITH KEY FOB (CARD) READER, SEE A-201 FOR MORE DETAILS CONNECT TO SECURITY SYSTEM (COORDINATE EXACT LOCATION IN FIELD)

1 A-202

6. SEE A-700s FOR ELECTRICAL RECEPTACLES LAYOUT 7. SEE A-801, A-807 FOR REFLECTED CEILING PLAN & DETAILS

1/8" = 1'-0" SEE SPECS FOR ADDITIONAL INFORMATION ETR = EXISTING FINISH TO REMAIN

SCHEDULES, DAMAGED FROM SELECTIVE DEMOLITION, OR CEILING

SYMBOL

REMARKS

TYPE

VENDOR / MFG.

FINISH / MODEL #

COLOR / SIZE

REMARKS

FROM INSTALLATION OF NEW WORK.

VESTIBULE, LOBBY

103 104, 105, 111, 112, 117, 118, 121

TENANT OFFICE

ETR

CP1

BEDROOMS, LIVING / DINING, STUDIO

ETR

PT3

BATHROOM (TYPE B1)

107

JANITOR

ETR

108

SUPER'S L/D

PT3

KITCHENS (TYPES K2, K3, K6)

PT3

INTERFACE

NATURAL WOODGRAINS / A00204

BEECH / 9 7/8" X 39 3/8" (ASHLAR INSTALL)

2-7 FLOOR CORRIDOR, APARTMENTS

CERAMIC TILE

ROCA TILE

NORFOLK / FZ7T654161

NEGRO / 24"X48"

VESTIBULE & LOBBY

CERAMIC TILE

ROCA TILE

ORION UNPOLISHED / FM20760311

ANTRACITA UNPOLISHED / 24"X24"

PUBLIC & UNIT BATHROOMS

LUXURY VINYL TILE

INTERFACE

NATURAL WOODGRAINS / A00211

WASHED MAPLE / 9 7/8" X 39 3/8" (ASHLAR INSTALL)

TENANT WARMING PANTRY

VINYL STAIR TREADS & RISER

JOHNSONITE

VIHD

GREY

VINYL TREADS WITH HEAVY-DUTY SQUARE NOSE VISUALLY IMPAIRED, VINYL STRINGERS AND RISERS

CP1

CARPET

INTERFACE

WORLD WOVEN WW860 / 105352

FLANNEL TWEED / 9 7/8" X 39 3/8" (ASHLAR INSTALL)

TENANT OFFICE & CORRIDOR

CP2

CARPET

INTERFACE

WORLD WOVEN WW865 / 105370

MOORLAND WARP / 9 7/8" X 39 3/8" (ASHLAR INSTALL)

COMMUNITY ROOM

CP3

CARPET

INTERFACE

WORLD WOVEN WW895 / 105377

MOORLAND WEAVE / 9 7/8" X 39 3/8" (ASHLAR INSTALL)

COMMUNITY ROOM

PT1

FLOOR PAINT

BENJAMIN MOORE

ASHLAND SLATE 1608

MECH. ROOMS

SEE A-602

CORRIDOR

ETR

PT2

SEE A-801

115

RECYCLING

ETR

PT2

123, 124, 125, 130, 132, 136 - 139

STORAGE, ELEC. COMP. RM., BOILER RM, METER RM, CL., MAINT. ELEC. WORKSHOP

PT1

126, 134

CORRIDOR

CP1

PT2

SEE A-801

127

TENANT WARMING PANTRY

128

COMMUNITY ROOM

CP2 & CP3

PT2

SEE A-801

129

LAUNDRY

ETR

133, 135

MEN'S & WOMEN'S TOILET

ETR

D1 GLAZED EXIT DOORS

ALUMINUM BASE

SCHLUTER

DB SL 80 AEEB

ANODIZED ALUMINUM BRUSHED STAINLESS STEEL FINISH / 3-1/8" H

VESTIBULE, LOBBY, 1ST FLOOR CORRIDOR

RUBBER BASE

JOHNSONITE

TRADITIONAL STRAIGHT

179 STEEL WG / 4"H

COMMUNITY ROOM & TENANT OFFICE

RUBBER BASE

JOHNSONITE

TRADITIONAL TOE

179 STEEL WG / 4"H

TENANT WARMING PANTRY

RUBBER BASE

JOHNSONITE

TRADITIONAL TOE

179 STEEL WG / 4"H

2-7 FLOOR CORRIDOR, UNIT INTERIOR (CONCEAL THERMOSTAT WIRING BEHIND BASE)

SEE DOOR SCHEDULE

3'-2" D3 EXIT, ROOF DOOR

1 1/8"

WHITE ICE BRIGHT / 6"X6"

PUBLIC & UNIT BATHROOMS

XXX

CERAMIC TILE

ROCA TILE

WHITE ICE BRIGHT / 2"X8"

PUBLIC & UNIT BATHROOMS

PT2

WALL PAINT

BENJAMIN MOORE

DECORATORS WHITE

LOBBY & CORRIDOR & COMMUNITY ROOM & TENANT WARMING PANTRY

PT3

APARTMENT PAINT

BENJAMIN MOORE

SUPER WHITE

APARTMENT WALL & CEILING

PT4

DOOR & FRAME PAINT

BENJAMIN MOORE

NEW YORK STATE OF MIND 805

SEE DOOR SCHEDULE BELOW

PT5

HANDRAIL PAINT

BENJAMIN MOORE

NEW YORK STATE OF MIND 805

PAINT ALL HANDRAIL IN COMMON AREA & STAIRWELL

PT6

PAINT (UNIT INTERIOR DOOR)

BENJAMIN MOORE

SUPER WHITE

SEE DOOR SCHEDULE BELOW

PT7

LINTEL PAINT

BENJAMIN MOORE

MATCH EXISTING

TYPICAL FOR ALL EXTERIOR DOOR & WINDOW LINTELS

PT8

PAINT (BULKHEAD EXTERIOR STAIR)

BENJAMIN MOORE

MATCH EXISTING

PT9

PAVILION PAINT

BENJAMIN MOORE

MATCH EXISTING

DOOR NO. / TYPE

D4 BI-FOLD DOOR

VIF

METAL TRACK SEE DOOR SCHEDULE

SEE DOOR SCHEDULE

GLASS TRANSOM PANEL WELDED STEEL FRAME

METAL PIVOT

TYPE 2

COLOR COLLECTION / AT 3610

SUBWAY TILE CC SERIES / U081

APT TYPE (A, B, C, ETC.) # OF ROOMS (1BR - 1 BEDROOM, ST - STUDIO, ETC.) NEW BASEBOARD ELEMENTS, W/WALL TO WALL ENCLOSURE - SLANT/FIN 350 SERIES W/TYPE H-1 ELEMENT (REF. MECHANICAL DRAWING M-001 FOR MORE DETAILS.)

ASC

H ST

24/7 PROGRAMMABLE WIRELESS THERMOSTAT (SEE MECHANICAL DRAWINGS FOR MORE INFO AND DIAGRAM BELOW FOR PLACEMENT) DOOR NO./TYPE (#, A, B, C, D, SEE SCHEDULE)

ALDRIC

AVEN BARTOW

BARTOW AV

ENUE

TOW

BAR

N AVE

2050 BARTOW AVENUE

FINISH TAG NEW PARTITION

TYPE 3

ELEV.

MATERIAL

FINISH

HEAD

JAMB

SADDLE

MTL

TYPE

FINISH

FIRE RATING DOOR AND FRAME

HARDWARE SET

REMARKS

*WIDTH

*HEIGHT

THICKNESS

VESTIBULE TO EXT.

(2) 3'-0"

6'-8"

1 3/4"

PT4

5 / A-312

6 / A-312

4 / A-312

PT4

CR01A

POWERED DOORS, CONNECT TO SECURITY SYSTEM

102

LOBBY TO VESTIBULE

(2) 3'-0"

6'-8"

1 3/4"

PT4

5 / A-312

6 / A-312

4 / A-312

PT4

1 1/2 HR

CR02

POWERED DOORS, CONNECT TO SECURITY SYSTEM

103

CORRIDOR TO EXT.

3'-0"

7'-2"

1 3/4"

PT4

15 / A-312

13 / A-312

14 / A-312

PT4

104

COMPACTOR RM TO EXT.

3'-0"

7'-2"

1 3/4"

PT4

15 / A-312

13 / A-312

14 / A-312

PT4

105

COMMUNITY RM TO EXT.

(2) 3'-0"

7'-2"

1 3/4"

PT4

5 / A-312

6 / A-312

4 / A-312

PT4

CR01

POWERED DOORS, CONNECT TO SECURITY SYSTEM

106

COMMUNITY RM TO EXT.

(2) 3'-0"

7'-2"

1 3/4"

PT4

5 / A-312

6 / A-312

4 / A-312

PT4

CR01

POWERED DOORS, CONNECT TO SECURITY SYSTEM

107

CORRIDOR TO EXT.

3'-0"

7'-2"

1 3/4"

PT4

15 / A-312

13 / A-312

14 / A-312

PT4

108

ELECTRICAL TO EXT.

3'-0"

7'-2"

1 3/4"

PT4

15 / A-312

13 / A-312

14 / A-312

PT4

109

TENANT WARMING PANTRY

5'-5" F.O.

7'-11" F.O.

3/4"

PT4

3 / A-312

1 / A-312

2 / A-312

PT4

VIF ALL F.O. AND SIZE DOORS ACCORDINGLY

110

TENANT WARMING PANTRY

3'-6" F.O.

7'-11" F.O.

3/4"

PT4

3 / A-312

1 / A-312

2 / A-312

PT4

VIF ALL F.O. AND SIZE DOORS ACCORDINGLY

111

COMMUNITY ROOM

9'-0" F.O.

7'-11" F.O.

3/4"

PT4

3 / A-312

1 / A-312

2 / A-312

PT4

VIF ALL F.O. AND SIZE DOORS ACCORDINGLY

112

FIRE PUMP ROOM

3'-0"

6'-8"

1 3/4"

PT4

15 / A-312

13 / A-312

14 / A-312

PT4

1 1/2 HR

NEW DOOR

APT ENTRANCES, ENTRANCES

2'-6", 2'-10", 3'-0", 3'-8"

6'-8"

1 3/4"

ETR

PT4

EXISTING DOOR & FRAME TO REMAIN, NEW HARDWARE ONLY

PT4

COMMUNITY RM TO CORR.

(2) 3'-0"

6'-8"

1 3/4"

ETR

PT4

EXISTING DOOR & FRAME TO REMAIN, NEW HARDWARE ONLY

PT4

BEDROOMS, BATHROOMS

2'-10", 3'-0"

6'-8"

1 3/4"

ETR

PT6

EXISTING DOOR & FRAME TO REMAIN, NEW HARDWARE ONLY

PT6

APARTMENT CLOSETS

VIF

3/4"

ETR

PT6

EXISTING DOOR & FRAME & HARDWARE TO REMAIN

PT6

ETR

101

2" CL

FRAME

SIZE

LOCATION

LINES OF ADJ. WALL, DOOR, OPENING, ETC.

*VIF ALL DOOR / FRAME OPENINGS, WIDTHS AND HEIGHTS ETR = EXISTING FINISH TO REMAIN

DOOR

SEE DOOR SCHEDULE

1 3/8"

TYPE 1

ROCA TILE

1ST FLOOR DOOR SCHEDULE

WELDED STEEL FRAME

CERAMIC BASE

FIRE EXTINGUISHER CABINET (MAX. 75 FT TRAVEL DISTANCE)

LVD

SEE DOOR SCHEDULE

2" SEE DOOR SCHEDULE

100 SQ.IN OF GLASS

SEE A-601

D2 GLAZED EXIT DOOR

2" SEE DOOR SCHEDULE

X X

WALLS / DOORS:

SEE DOOR SCHEDULE

LEGEND FEC

SEE A-651

3'-2"

SEE DOOR SCHEDULE

2" SEE DOOR SCHEDULE

MAX, SHGC 0.40 MAX, AIR LEAKAGE 0.2 CFM/SF MAX

BASE:

1/4" TEMP. GLASS AT ALL DOOR WINDOWS 2" 2" SEE DOOR SCHEDULE

10. AT DOOR TYPE D1 & D2 GLAZED DOORS SHALL HAVE U-0.77

PT3

110, 131

ETR

LUXURY VINYL TILE

SEE A-801

106, 113, 119, 120

109, 114, 116, 122

THROUGHOUT UNLESS OTHERWISE NOTED

F1 SEE A-401

101, 102

CIT

STAIR 1, STAIR 2

100% CDs REVIEW SET

9. ALL WORK SHOWN ON ENLARGED PLANS TO BE TYPICAL

FLOOR: -

REV NO.

WALLS

E R AV

BASE

STE CHE

FLOOR

REVISIONS

BAY

ROOM NAME

AND PREP FOR FINISHES ALL UNITS AS INDICATED ON FINISH

3'-2"

ROOM NO.

FINISH LEGEND

8. PATCH AND REPAIR EXISTING WALLS, FLOORS AND CEILINGS

FINISH SCHEDULE

SEE SPECS FOR ADDITIONAL INFORMATION

CITY

GROUND FLOOR PLAN SCALE:

PATCH WALL (INTERIOR & EXTERIOR) AT REMOVED AC SLEEVES

H LO

104

ASC

B.1

105

BLVD

PATCH & FURR OUT WALL AS REQUIRED FOR CUH - REF M-001

AC SLEEVES AND LOUVERS (TYP)

WINDOWS (TYP), SEE A-311 E

1 A-201

CO O P

REPLACE ALUMINUM WINDOW SILL (TYP)

SEAL WINDOWS, WALL JOINTS (TYP) FRESH AIR LOUVER W/BIRDSCREEN & FD, REF DWG BL-001

GENERAL NOTE

REMOVE & REPLACE LINTEL(S) AS NEEDED PER VISUAL INSPECTION UPON WINDOW REMOVAL

PT7 ALL EXISTING LINTELS TO RECEIVE PAINT AS SCHEDULED

(ALT. PLACEMENT IF LOCATED NEAR EXIST. SWITCH)

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

WIRELESS THERMOSTAT

GROUND FLOOR PLAN

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

A-101.00 BI-FOLD CLOSET DOORS, PAINT AS SCHEDULED

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

GENERAL NOTE

PROJECT LOCATION:

CONTRACTOR TO VERIFY IN FIELD, LOCATION OF EXISTING REPLACE ALUMINUM WINDOW SILL (TYP)

REMOVE & REPLACE LINTEL(S) AS NEEDED PER VISUAL INSPECTION UPON WINDOW REMOVAL

SEAL WINDOWS, WALL JOINTS (TYP)

CONSTRUCTION. CONTRACTOR TO VERIFY IN FIELD ALL

PT7 ALL EXISTING LINTELS TO RECEIVE PAINT AS SCHEDULED

BRONX, NY 10475

DOOR SIZES FOR REPLACEMENT. CONTRACTOR TO VERIFY

AC SLEEVES AND LOUVERS (TYP)

WINDOWS (TYP), SEE A-311

2050 BARTOW AVENUE

WALLS, AND VERIFY ALL DIMENSIONS PRIOR TO

1 A-201

IN FIELD ALL WALL LOCATIONS FOR CABINET SIZE

ORDERING, IF DISCREPANCY OCCURS, CONTRACTOR TO

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

NOTIFY ARCHITECT IN WRITING FOR CLARIFICATION. B

B LIVING / DINING 234

A 1BR

B BEDROOM 235

LIVING / DINING / STUDIO 238 B ST

STAIR 1

LIVING / DINING 241 C 1BR

BEDROOM 242

T C B1 236

D C

B1 228

LIVING / DINING 231

D BEDROOM 230

10 A-653

BEDROOM 227

LIVING / DINING 226

F4 D

K5 218

K2 219

10 A-652

K3 255

3. REPLACE DOOR LEVERS 4. REPLACE BATH PLUMBING FIXTURES 5. REPLACE BATHROOM FLOORING, WALL TILES & BASE 6. REPLACE BATH VANITIES

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

B1 258

B1 259

8. REPLACE KITCHEN COUNTERTOP AND BACKSPLASH

K3(SIMILAR) 262

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

7. REPLACE KITCHEN APPLIANCES

9. REPLACE FLOORING & BASE THROUGHOUT 10. REPLACE BASEBOARD HEATING

11. REPLACE ELECTRICAL RECEPTACLES

1 A-501

2 A-602 TYP.

5 A-652

FEC

B1 216

TYP.

K5 210

BEDROOM 214

K3 209

B1 206

K3(SIMILAR) 202

B1 205

13. PAINT APARTMENT DOORS, WALLS & CEILINGS 14. REPLACE KITCHEN CABINETS IN KITCHEN TYPES K1 AND K4 15. REMOVE AND RE-INSTALL KITCHEN BASE CABINETS IN

T 5 A-653

SANITARY STACK REPLACEMENT. SEE PLUMBING PLANS FOR LOCATIONS. REPLACE CABINETS TO MATCH EXISTING IN

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

KITCHEN TYPES K2, K3, K5 AND K6 AS REQUIRED FOR

D 5 A-654

1 A-203

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

12. REPLACE NURSE CALL DEVICES - CORNELL

COMMUNICATIONS SERIES 40000 OR APPROVED EQUAL

B1 212

1 A-602 TYP.

D ELEV 2

HALL 201

EXISTING SILL (TYP.)

ELEV 1

LIVING / DINING 217

LIVING / DINING / STUDIO 220

K1 254

D C

1. REPLACE WINDOWS, SILLS & BLINDS 2. REPLACE AC SLEEVES AND LOUVERS

H 1BR

STAIR 2

PT5

TYPICAL APARTMENT SCOPE OF WORK

LIVING / DINING 261

B2 252

B1 251

JAN 215

LIVING / DINING / STUDIO 223

BEDROOM 260

C T

SECOND FLOOR EL +25'-1"

HALL 201

A D

T C

B1 221

G 1BR

A B1 222

BEDROOM 257

LIVING / DINING 256

K3 248

K2 224

K4 247

FEC

K3 225

PT5 PAINT EXISTING HAND RAIL TYP.

D T

B1 243

D B1 229

F ST

B2 244

K3(SIMILAR) 232

BEDROOM 250

REPLACE TO ALLOW 40" CLEARANCE

PAINT ALL INTERIOR COMMON AREAS & ALL REPLACED DOORS

K3 240

HALL 201

D K2 239

E 1BR

B LIVING / DINING / STUDIO 253 ACCESSIBLE FLOORS 2-6

B1 237

LIVING / DINING 249

PT5

LIVING / DINING 246 ACCESSIBLE FLOORS 2-6 D 1BR

2 A-203

BEDROOM 245

K3(SIMILAR) 233

EVENT OF DAMAGE.

C BEDROOM 213

LIVING / DINING 211

LIVING / DINING 208

BEDROOM 207

BEDROOM 204

LIVING / DINING 203

NOTES:

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

1. ALL EXISTING LINTELS TO RECEIVE PAINT P 1BR

O 1BR

N ST

M ST

L 1BR

K 1BR

J 1BR

I 1BR

2. SEE A-311 FOR WINDOW TYPES & DETAILS

3. SEE A-312 FOR DOOR DETAILS B

4. SEE A-600s FOR BATHROOM FINISHES, DETAILS AND ADDITIONAL NOTES

5. SEE A-650s FOR KITCHEN FINISHES, DETAILS AND ADDITIONAL NOTES

SCALE:

6. SEE A-700s FOR ELECTRICAL RECEPTACLES LAYOUT 1 A-202

1/8" = 1'-0"

7. SEE A-801, A-807 FOR REFLECTED CEILING PLAN & DETAILS 8. PATCH AND REPAIR EXISTING WALLS, FLOORS AND CEILINGS AND PREP FOR FINISHES ALL UNITS AS INDICATED ON FINISH

SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION ETR = EXISTING FINISH TO REMAIN

FINISH SCHEDULE

SCHEDULES, DAMAGED FROM SELECTIVE DEMOLITION, OR

SEE SPECS FOR ADDITIONAL INFORMATION

FINISH LEGEND

FROM INSTALLATION OF NEW WORK.

REVISIONS REV NO. 100% CDs REVIEW SET

9. ALL WORK SHOWN ON ENLARGED PLANS TO BE TYPICAL

ETR

201

HALL

PT2

SEE A-801 AND A-807

203, 208, 211, 217, 220, 223, 226, 231, 234, 238, 241, 246, 249, 253, 256, 261

LIVING / DINING (& STUDIOS)

PT3

CONCEAL THERMOSTAT WIRING BEHIND WALL BASE

202, 209, 210, 218, 219, 224, 225, 232, 233, 239, 240, 247, 248, 254, 255, 262

KITCHENS (TYPES K1 - K5)

205, 206, 212, 216, 221, 222, 228, 229, 236, 237, 243, 244, 251, 252, 258, 259

BATHROOMS (TYPE B1 - B2)

PT3

COLOR / SIZE

REMARKS

THROUGHOUT UNLESS OTHERWISE NOTED 10. AT DOOR TYPE D1 & D2 GLAZED DOORS SHALL HAVE U-0.77

FLOOR:

PT3

FINISH / MODEL #

SEE A-602

MAX, SHGC 0.40 MAX, AIR LEAKAGE 0.2 CFM/SF MAX

LUXURY VINYL TILE

INTERFACE

NATURAL WOODGRAINS / A00204

BEECH / 9 7/8" X 39 3/8" (ASHLAR INSTALL)

2-7 FLOOR CORRIDOR, APARTMENTS

CERAMIC TILE

ROCA TILE

NORFOLK / FZ7T654161

NEGRO / 24"X48"

VESTIBULE & LOBBY

CERAMIC TILE

ROCA TILE

ORION UNPOLISHED / FM20760311

ANTRACITA UNPOLISHED / 24"X24"

PUBLIC & UNIT BATHROOMS

LUXURY VINYL TILE

INTERFACE

NATURAL WOODGRAINS / A00211

WASHED MAPLE / 9 7/8" X 39 3/8" (ASHLAR INSTALL)

TENANT WARMING PANTRY

VINYL STAIR TREADS & RISER

JOHNSONITE

VIHD

CP1

CARPET

INTERFACE

WORLD WOVEN WW860 / 105352

FLANNEL TWEED / 9 7/8" X 39 3/8" (ASHLAR INSTALL)

TENANT OFFICE & CORRIDOR

CP2

CARPET

INTERFACE

WORLD WOVEN WW865 / 105370

MOORLAND WARP / 9 7/8" X 39 3/8" (ASHLAR INSTALL)

COMMUNITY ROOM

CP3

CARPET

INTERFACE

WORLD WOVEN WW895 / 105377

MOORLAND WEAVE / 9 7/8" X 39 3/8" (ASHLAR INSTALL)

COMMUNITY ROOM

PT1

FLOOR PAINT

BENJAMIN MOORE

ASHLAND SLATE 1608

MECH. ROOMS

ALUMINUM BASE

SCHLUTER

DB SL 80 AEEB

ANODIZED ALUMINUM BRUSHED STAINLESS STEEL FINISH / 3-1/8" H

VESTIBULE, LOBBY, 1ST FLOOR CORRIDOR

RUBBER BASE

JOHNSONITE

TRADITIONAL STRAIGHT

179 STEEL WG / 4"H

COMMUNITY ROOM & TENANT OFFICE

LEGEND FEC

VINYL TREADS WITH HEAVY-DUTY SQUARE NOSE VISUALLY IMPAIRED, VINYL STRINGERS AND RISERS

GREY

X X

BASE:

T F1

PT3

CONCEAL THERMOSTAT WIRING BEHIND WALL BASE

PT3

RUBBER BASE

JOHNSONITE

TRADITIONAL TOE

179 STEEL WG / 4"H

TENANT WARMING PANTRY

RUBBER BASE

JOHNSONITE

TRADITIONAL TOE

179 STEEL WG / 4"H

2-7 FLOOR CORRIDOR, UNIT INTERIOR (CONCEAL THERMOSTAT WIRING BEHIND BASE)

CERAMIC BASE

ROCA TILE

COLOR COLLECTION / AT 3610

WHITE ICE BRIGHT / 6"X6"

PUBLIC & UNIT BATHROOMS

CERAMIC TILE

ROCA TILE

SUBWAY TILE CC SERIES / U081

WHITE ICE BRIGHT / 2"X8"

PUBLIC & UNIT BATHROOMS

PT2

WALL PAINT

BENJAMIN MOORE

DECORATORS WHITE

LOBBY & CORRIDOR & COMMUNITY ROOM & TENANT WARMING PANTRY

PT3

APARTMENT PAINT

BENJAMIN MOORE

SUPER WHITE

APARTMENT WALL & CEILING

PT4

DOOR & FRAME PAINT

BENJAMIN MOORE

NEW YORK STATE OF MIND 805

SEE DOOR SCHEDULE BELOW

PT5

HANDRAIL PAINT

BENJAMIN MOORE

NEW YORK STATE OF MIND 805

PAINT ALL HANDRAIL IN COMMON AREA & STAIRWELL

PT6

PAINT (UNIT INTERIOR DOOR)

BENJAMIN MOORE

SUPER WHITE

SEE DOOR SCHEDULE BELOW

PT7

LINTEL PAINT

BENJAMIN MOORE

MATCH EXISTING

TYPICAL FOR ALL EXTERIOR DOOR & WINDOW LINTELS

PT8

PAINT (BULKHEAD EXTERIOR STAIR)

BENJAMIN MOORE

MATCH EXISTING

PT9

PAVILION PAINT

BENJAMIN MOORE

MATCH EXISTING

XXX

NEW BASEBOARD ELEMENTS, W/WALL TO WALL ENCLOSURE - SLANT/FIN 350 SERIES W/TYPE H-1 ELEMENT (REF. MECHANICAL DRAWING M-001 FOR MORE DETAILS.)

D1 GLAZED EXIT DOORS

D2 GLAZED EXIT DOOR

DOOR NO./TYPE (#, A, B, C, D, SEE SCHEDULE)

D3 EXIT, ROOF DOOR

DOOR

2" VIF

METAL TRACK SEE DOOR SCHEDULE

SEE DOOR SCHEDULE 1 3/8"

H ST

AVEN BARTOW

DOOR TYPE

LOCATION

FRAME

SIZE

ENUE

TOW

BAR

N AVE

2050 BARTOW AVENUE

NEW PARTITION

STE CHE

2" CL

BAY

LINES OF ADJ. WALL, DOOR, OPENING, ETC.

(ALT. PLACEMENT IF LOCATED NEAR EXIST. SWITCH)

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

WIRELESS THERMOSTAT

ELEV.

MATERIAL

FINISH

HEAD

JAMB

SADDLE

MTL

TYPE

FINISH

FIRE RATING DOOR AND FRAME (MINUTES)

HARDWARE SET

REMARKS

*WIDTH

*HEIGHT

THICKNESS

APT ENTRANCE, STAIRS

3'-0"

6'-8"

1 3/4"

ETR

PT4

EXISTING DOOR & FRAME TO REMAIN, NEW HARDWARE ONLY

PT4

BEDROOMS, BATHROOMS

2'-10", 3'-0"

6'-8"

1 3/8"

ETR

PT6

EXISTING DOOR & FRAME TO REMAIN, NEW HARDWARE ONLY

PT6

APARTMENT CLOSETS

VIF

3/4"

ETR

PT6

EXISTING DOOR & FRAME & HARDWARE TO REMAIN

PT6

ETR

BI-FOLD CLOSET DOORS

TYPICAL FLOOR PLAN

GLASS TRANSOM PANEL

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

WELDED STEEL FRAME

A-102.00

METAL PIVOT

TYPE 2

BARTOW AV

SEE DOOR SCHEDULE

WELDED STEEL FRAME

TYPE 1

SEE DOOR SCHEDULE

1 1/8"

2" SEE DOOR SCHEDULE

*VIF ALL DOOR / FRAME OPENINGS, WIDTHS AND HEIGHTS ETR = EXISTING FINISH TO REMAIN

2ND - 7TH FLOOR DOOR SCHEDULE

D4 BI-FOLD DOOR

ALDRIC

FINISH TAG

3'-2"

SEE DOOR SCHEDULE

3'-2"

100 SQ.IN OF GLASS

SEE DOOR SCHEDULE

2" SEE DOOR SCHEDULE

SEE DOOR SCHEDULE

3'-2"

SEE DOOR SCHEDULE

2" SEE DOOR SCHEDULE

24/7 PROGRAMMABLE WIRELESS THERMOSTAT (SEE MECHANICAL DRAWINGS FOR MORE INFO AND DIAGRAM BELOW FOR PLACEMENT)

WALLS / DOORS:

1/4" TEMP. GLASS AT ALL DOOR WINDOWS 2" 2" SEE DOOR SCHEDULE

ASC

BEDROOMS

APT TYPE (A, B, C, ETC.) # OF ROOMS (1BR - 1 BEDROOM, ST - STUDIO, ETC.)

E R AV

204, 207, 213, 214, 227, 230, 235, 242, 245, 250, 257, 260

FIRE EXTINGUISHER CABINET (MAX. 75 FT TRAVEL DISTANCE)

BLVD

VENDOR / MFG.

CITY

TYPE

CO O P

STAIR 1, STAIR 2

SYMBOL

LVD

REMARKS

CIT

CEILING

WALLS

BASE

FLOOR

H LO

ROOM NAME

ASC

ROOM NO.

SEE DOOR SCHEDULE

TYPICAL FLOOR PLAN

TYPE 3

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE 12 A-301

BRONX, NY 10475

12 A-301

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

REPLACE ROOFING, METAL ROOF EDGE FASCIA & FLASHING

STAIR ROOF EL +87'-7"

3 A-301 8A A-301

STAIR ROOF EL +87'-7"

ROOF 801 11 A-301

REPLACE METAL GUTTER AND LEADER 11 A-301

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

REPLACE METAL GUTTER AND LEADER

11 A-301

EXISTING CABLE TRAY ON SLEEPERS EXISTING CABLE TRAY ON SLEEPERS

REPLACE ROOFING, METAL ROOF EDGE FASCIA & FLASHING UP

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

BULKHEAD ROOF EL +97'-5"

5 A-301

12 A-301

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

EXISTING SCUTTLE

LEGEND:

BULKHEAD ROOF PLAN SCALE:

1/8" = 1'-0" 1 A-201

AREA OF SUSPECTED WET INSULATION, INSULATION & ROOF ASSEMBLY TO BE REPLACED, SEEA-302 FOR DETAILS

10 A-301

EXISTING 4'-0" HIGH PARAPET WITH METAL COPING

REPLACE METAL ROOF EDGE FASCIA

EXISTING HIGH POINT OF PLANK EL. HIGH POINT OF INSULATION EL.

NOTES:

AREAS OF SUSPECTED WET INSULATION PER

1. NEW DOORS, NEW LINTELS TO RECEIVE PAINT

MOISTURE ANALYSIS FINDINGS.

2. SEE A-101 FOR FINISH SCHEDULE

INSULATION & ROOF ASSEMBLY TO BE REPLACED,

3. SEE A-301 FOR ROOFING DETAILS

SEE ADDITIONAL DETAILS ON A-302 AND

4. SEE A-311 FOR WINDOW TYPES & DETAILS

MARKINGS ON ROOF FOR EXACT DIMENSIONS

5. SEE A-312 FOR DOOR TYPES & DETAILS 6. SEE A-801, A-807 FOR REFLECTED CEILING PLAN & DETAILS

+78'-0" +78'-2"

REVISIONS EXISTING GUARD RAIL

REV NO. 100% CDs REVIEW SET

ROOF 801

TYP. EXISTING TAPERED INSULATION SLOPE VALLEY AT MIN. 1/4" PER LF TO DRAIN

802

NEW ROOF AT REMOVED EXHAUST FAN, SEE A-302 FOR DETAILS

PATCH COMPACTOR CHUTE CAP 2 A-203

1 A-301

EXISTING LINE OF MASONRY BEARING WALL BELOW

CANTED GWB SURFACE

UP EXISTING ROOF DRAIN (TYP.) LOW POINT OF PLANK EL. +77'-8" LOW POINT OF INSULATION EL. +77'-10"

ELEV 1

TYP.

TYP. FOR ALL VENT PENETRATIONS

H ST

AVEN BARTOW

BARTOW AV

ENUE

8 A-301

ELEV 2

ALDRIC

1 A-203

4 A-301

TOW

BAR

AREA OF SUSPECTED WET INSULATION, INSULATION & ROOF ASSEMBLY TO BE REPLACED, SEE A-302 FOR DETAILS

N AVE

2050 BARTOW AVENUE

BAY

EXISTING EXHAUST FANS (TYP) EXISTING 3'-0" WIDE LOCKABLE GATE

STE CHE

PT8

ASC

13 A-301

BLVD

STAIR 2

CITY

EXISTING LEADER & SPLASHBLOCK

PT7 PAINT EXISTING LINTEL AS SCHEDULED

CO O P

9 A-301

LVD

FIXED WINDOW ABOVE LOUVER, SEE A-311

AREA OF SUSPECTED WET INSULATION, INSULATION & ROOF ASSEMBLY TO BE REPLACED, SEE A-302 FOR DETAILS

CIT

AREAS OF SUSPECTED WET INSULATION, INSULATION & ROOF ASSEMBLY TO BE REPLACED, SEE A-302 FOR DETAILS

STAIR 1

SEAL WINDOWS, WALL JOINTS (TYP)

SEAL WINDOWS, WALL JOINTS (TYP) 801

PT5

ROOF (HIGH POINT OF PLANK) EL +78'-7"

PT5

TYP. FOR ALL EXHAUST FANS

H LO

PT7 PAINT EXISTING LINTEL AS SCHEDULED

2 A-301

ASC

REPLACE FLASHING AT PARAPETS, DRAINS, PENETRATIONS & CURBS

E R AV

6 A-301

EXISTING CHAIN LINK FENCING

INSTALL ROOF CAP SHEET OVER EXISTING ROOFING

CANTED GWB SURFACE

EXISTING HIGH POINT OF PLANK EL. +78'-0" HIGH POINT OF INSULATION EL. +78'-2"

PAINT BULKHEAD EXTERIOR STAIRS & HAND/GUARD RAILS

STORAGE ROOM 802

7 A-301

803

PT7 PAINT EXISTING LINTEL AS SCHEDULED

EXISTING 3'-0" WIDE LOCKABLE GATE

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

PT1

NEW LOUVER, SEE DRAWING VT-100

MAIN ROOF PLAN SCALE:

1 A-202

1/8" = 1'-0"

ELEVATOR MACHINE ROOM 901

ROOF DOOR SCHEDULE DOOR

PT1

FRAME

SIZE

FIRE RATING DOOR AND FRAME (MINUTES)

HARDWARE SET

REMARKS

901

ELEV.

MATERIAL

FINISH

HEAD

JAMB

SADDLE

MTL

TYPE

FINISH

1 3/4"

PT4

18 / A-312

16 / A-312

17 / A-312

PT5

CONNECT TO SECURITY SYSTEM

6'-8"

1 3/4"

PT4

18 / A-312

16 / A-312

17 / A-312

PT5

CONNECT TO SECURITY SYSTEM

3'-0"

6'-8"

1 3/4"

PT4

18 / A-312

16 / A-312

17 / A-312

PT5

3'-0"

6'-8"

1 3/4"

PT4

18 / A-312

16 / A-312

17 / A-312

PT5

DOOR NO. WIDTH

HEIGHT

THICKNESS

801

3'-0"

6'-8"

802

3'-0"

803 901

AREA ABOVE STORAGE ROOM SCALE:

ROOF PLANS

1/8" = 1'-0"

PT7 PAINT EXISTING LINTEL AS SCHEDULED

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

A-108.00

PATCH WALL (INTERIOR & EXTERIOR) AT REMOVED AC SLEEVES TO MATCH EXISTING CONDITIONS

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

REPLACE METAL GUTTER AND LEADER

BULKHEAD ROOF EL +97'-5" EXISTING LADDER

9'-10"

EXISTING BOILER FLUE

STAIR ROOF EL +78'-7"

REMOVE & REPLACE LINTEL(S) AS NEEDED PER VISUAL INSPECTION UPON WINDOW / LOUVER REMOVAL

NEW LOUVER, SEE DRAWING VT-100

PATCH COMPACTOR CHUTE CAP

PT7 PAINT ALL EXISTING LINTELS AS SCHEDULED (TYP)

9 A-311

9'-0"

EXISTING MASONRY PARAPET 13 A-311

9'-9"

8'-9"

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

TYP. FOR ALL AC SLEEVES / UNITS

3 A-201

ROOF EL +78'-7"

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

SEVENTH FLOOR EL +68'-10" B

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

REPAIR / REPLACE BRICK, SEE DETAILS 2 & 4 / A-202

SIXTH FLOOR EL +60'-1" 8'-9"

FIFTH FLOOR EL +51'-4"

1 A-203

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

2 A-203

8'-9"

FOURTH FLOOR EL +42'-7"

REPOINT BRICK (TYP.)

8'-9"

THIRD FLOOR EL +33'-10"

8'-9"

CANOPY - SEE SPECIFICATION

AC SLEEVES AND LOUVERS (TYP)

CL A

REVISIONS REV NO.

CL WINDOW

FIRST FLOOR EL +15'-0" REPAIR LEAKING HOSE BIB

5 A-311

BRICK INFILL AT REMOVED LOUVER & SLEEVE, SEE DETAILS 2 & 3 ON A-202

LOUVER AT MOTORIZED DAMPER, SEE DETAIL 4 / A-201

4 A-311

BUILDING NUMBER ON TRANSOM GLASS

2 0 5 0

ACCESS BOLLARD, SEE DETAIL BELOW CONNECT TO SECURITY SYSTEM (COORDINATE EXACT LOCATION IN FIELD)

LIGHT (TYP) TO BE INSTALLED AT EXISTING LIGHT LOCATION, SEE A-800 AND LIGHTING SCHEDULE FOR MORE INFO

8'-8" (TYP.)

10'-1"

J A

10'-4"

SECOND FLOOR EL +25'-1"

17 A-311

EXISTING SIAMESE CONNECTION

100% CDs REVIEW SET

REPAIR LEAKING HOSE BIB

ASC

BLVD

H ST

ASC

H LO

CO O P

CITY

ALDRIC

NORTH ELEVATION SCALE:

AVEN BARTOW

1/8" = 1'-0"

LEGEND

APPROXIMATE AREAS WHERE BRICK REPOINTING IS REQUIRED

FLASHING 4"

SEALANT AS REQ'D AT ALL 4 SIDES OF SLEEVE

STEEL LINTELS (3)4"x3 1/2" x 5/16" THK ANGLES

4'-0"

METAL BOLLARD BY WIKK (OR SIMILAR) ANCHORED TO MASONRY FOUNDATION

LVD YB CIT

CONSTRUCTION DOCUMENTS

STEEL LINTEL4"x3 1/2" x 5/16" THK ANGLE

EXISTING CONCRETE PLANK

- REVIEW SET - NOT FOR CONSTRUCTION

FLASHING

NEW AC SLEEVE & UNIT (TO MATCH EXISTING AC SLEEVES)

8" MASONRY OPENING

KEY FOB (CARD) READER OR ACCESS BUTTON, SEE PLAN

MASONRY OPENING (VIF)

KEY FOB (CARD) READER OR ACCESS BUTTON, SEE PLAN

STE CHE

BLOCKING AS REQ'D NEW ALUMINUM SILL, SEALANT AS REQ'D

E R AV

2050 BARTOW AVENUE

BAY

NEW 3/4" PAINTED WINDOW SILL

N AVE

APPROXIMATE AREAS TO REPLACE BRICK, SEE DETAILS ON A-202

BRICK BEYOND

SEALANT AS REQ'D AT ALL 4 SIDES OF SLEEVE NEW MASONRY OPENING FOR MOTORIZED DAMPER AND LOUVER, REF MECH. DWG

NOTES: 1. ALL EXISTING LINTELS TO RECEIVE PAINT 2. SEE A-311 FOR WINDOW TYPES & DETAILS 3. SEE A-312 FOR DOOR TYPES & DETAILS 4. CLEAN ALL EXTERIOR WALLS, REFER TO SPEC SECTION 049000

SEALANT AS REQ'D EXISTING WALL

CONNECT TO SECURITY SYSTEM

SUSPENDED ACOUSTIC CEILING AS SCHEDULED

NORTH ELEVATION

MIN. ENGAGEMENT 1 1/4" DEEP

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

SEALANT AS REQ'D

ACCESS BOLLARD SCALE:

1" = 1'-0"

ENUE

TOW

BAR

1/2"

BARTOW AV

AC SLEEVE DETAIL SCALE:

3" = 1'-0"

A-201.00

MOTORIZED DAMPER & LOUVER DETAIL SCALE:

1 1/2" = 1'-0"

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD 9'-10"

BULKHEAD ROOF EL +97'-5"

STAIR ROOF EL +78'-7"

BRICK INFILL AT REMOVED AC UNITS & SLEEVES, SEE DETAILS 2 & 3 BELOW (PATCH TO MATCH EXISTING CONDITIONS)

9'-0"

PT7 PAINT ALL EXISTING LINTELS AS SCHEDULED (TYP)

13 A-311

3 A-201

9'-9"

ROOF EL +78'-7"

REMOVE & REPLACE LINTEL(S) AS NEEDED PER VISUAL INSPECTION UPON WINDOW REMOVAL

TYP. FOR ALL AC SLEEVES / UNITS

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

9 A-311

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

REPOINT BRICK (TYP.)

SEVENTH FLOOR EL +68'-10" 8'-9"

REPLACE BRICK (TYP.), SEE DETAILS 3 & 4 BELOW

SIXTH FLOOR EL +60'-1" A

8'-9" FIFTH FLOOR EL +51'-4"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

8'-9"

1 A-203 A

8'-9"

2 A-203

FOURTH FLOOR EL +42'-7"

THIRD FLOOR EL +33'-10"

CL WINDOW

8'-9"

AC SLEEVES AND LOUVERS (TYP)

PT9 PRIME & PAINT PAVILION B

REVISIONS REV NO.

10'-1"

HEAT PUMP UNIT, SEE MEP DRAWINGS

4'-0"

CL J

J B

J A

FIRST FLOOR EL +15'-0" 5 A-311

REPAIR LEAKING HOSE BIB

LOUVERS AT MOTORIZED DAMPERS, SEE DETAIL 4 / A-201

BRICK INFILL AT REMOVED LOUVERS & SLEEVES, SEE DETAILS 2 & 3 BELOW

KEY FOB (CARD) READER, SEE DETAIL ON A-201 CONNECT TO SECURITY SYSTEM (COORDINATE EXACT LOCATION IN THE FIELD)

CL J

BRICK INFILL AT REMOVED LOUVER & SLEEVE, SEE DETAILS 2 & 3 BELOW

DAMPERED WALL CAP FOR KITCHEN EXHAUST ON EXISTING OPENING

100% CDs REVIEW SET

J B

REPAIR LEAKING HOSE BIB

8'-8" (TYP.)

SECOND FLOOR EL +25'-1"

LIGHT (TYP) TO BE INSTALLED AT EXISTING LIGHT LOCATION, SEE A-800 AND LIGHTING SCHEDULE FOR MORE INFO ASC

BLVD

H ST

ASC

H LO

CO O P

CITY

ALDRIC

LEGEND

TOW

BAR

EXISTING BACK-UP MASONRY

N AVE

APPROXIMATE AREAS TO REPLACE BRICK, SEE DETAILS ON THIS SHEET

LVD

2050 BARTOW AVENUE

STE CHE

E R AV

REMOVE SPALLED UTILITY BRICK AND REPLACE WITH NEW TO MATCH EXISTING. NEW MASONRY UNITS SHOULD BE RESET IN A SOLID AND EVENLY FILLED BED OF MORTAR, WITH BED, HEAD AND COLLAR JOINTS FILLED. MASONRY UNITS ARE TO BE SET TRUE AND LEVEL, MATCHING EXACTLY THE EXISTING IN SIZE, COLOR, TEXTURE, BOND PATTERN AND COURSING THROUGHOUT BY "TOOTHING IN"

CIT

BACK-UP MASONRY INFILL TO MATCH EXISTING CMU

ENUE

1/8" = 1'-0"

BARTOW AV

APPROXIMATE AREAS WHERE BRICK REPOINTING IS REQUIRED

BRICK TIES EVERY 2 BRICK COURSES EXISTING UTILIY BRICKS

BAY

SCALE:

AVEN BARTOW

GWB WALL FINISH TO MATCH FACE OF EXISTING ADJACENT FINISH

CONSTRUCTION DOCUMENTS NEW UTILITY FACE BRICKS TO MATCH EXSITING, SEE DETAIL 2 / A-202

2 BRICK COURSES, TYP.

SOUTH ELEVATION

- REVIEW SET - NOT FOR CONSTRUCTION

EXISTING UTILITY FACE BRICKS

NOTES:

BRICK TIES EVERY 2 BRICK COURSES

1. ALL EXISTING LINTELS TO RECEIVE PAINT

BRICK REPLACEMENT - AT AC SLEEVES SCALE:

2. SEE A-311 FOR WINDOW TYPES & DETAILS 3. SEE A-312 FOR DOOR TYPES & DETAILS 4. CLEAN ALL EXTERIOR WALLS, REFER TO SPEC

1 1/2" = 1'-0"

SECTION 049000

EXISTING BACK-UP MASONRY

SOUTH ELEVATION

(WHERE APPLICABLE, LINE OF REMOVED AC SLEEVE) NEW UTILITY FACE BRICKS, SEE DETAIL 2 / A-202

BRICK REPLACEMENT ELEVATION SCALE:

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

EXISTING UTILITY FACE BRICKS

BRICK TIES EVERY 2 BRICK COURSES

1 1/2" = 1'-0"

A-202.00

BRICK REPLACEMENT - AT WINDOWS SCALE:

1 1/2" = 1'-0"

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475

BULKHEAD ROOF EL +97'-5"

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

9'-10"

PT7 PAINT ALL EXISTING LINTELS AS SCHEDULED (TYP)

12 A-311

PT7 PAINT ALL EXISTING LINTELS AS SCHEDULED (TYP) STAIR ROOF EL +78'-7" 9'-0"

REPLACE DOOR & FRAME, SEE A-312

REPLACE DOOR & FRAME, SEE A-312 REPOINT BRICK AS REQ'D

12 A-311

10 A-311

PT8 PAINT STAIR & HAND/GUARD RAILS

10 A-311

13 A-311

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

REPLACE DOOR & FRAME, SEE A-312

ROOF EL +78'-7"

9'-9"

PROBE POINT #1 TO DETERMINE WASHOUT B

PTAC UNIT & LOUVER (TYP), CENTERED BELOW WINDOW, SEE DETAIL 11/A-311

5 A-311

SEVENTH FLOOR EL +68'-10"

5 A-311

8'-9"

REPAIR / REPLACE BRICK, SEE DETAILS 2 & 4 / A-202

REPOINT BRICK ON ENTIRE EAST FACADE TYP. FOR ALL PTAC UNITS

8'-9"

REMOVE & REPLACE LINTEL(S) AS NEEDED PER VISUAL INSPECTION UPON WINDOW REMOVAL

1 A-201

B PTAC UNIT & LOUVER (TYP), CENTERED BELOW WINDOW, SEE DETAIL 11/A-311

8'-9" 8'-9"

8'-9"

1 A-201

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

1 A-202

REMOVE & REPLACE LINTEL(S) AS NEEDED PER VISUAL INSPECTION UPON WINDOW REMOVAL

PROBE POINTS #2, #3 (IF REQUIRED) TO DETERMINE WASHOUT

FOURTH FLOOR EL +42'-7"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

REPOINT BRICK (TYP.)

1 A-202

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

SIXTH FLOOR EL +60'-1"

FIFTH FLOOR EL +51'-4"

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

THIRD FLOOR EL +33'-10"

REVISIONS CL CL

EXISTING LOUVER TO REMAIN

EXISTING FRESH AIR INTAKE

FIRST FLOOR EL +15'-0"

LIGHT (TYP) TO BE INSTALLED AT EXISTING LIGHT LOCATION, SEE A-800 AND LIGHTING CL SCHEDULE FOR MORE INFO

8'-8" (TYP.)

10'-1"

LIGHT (TYP) TO BE INSTALLED AT EXISTING LIGHT LOCATION, SEE A-800 AND LIGHTING SCHEDULE FOR MORE INFO

REV NO. 100% CDs REVIEW SET

8'-8" (TYP.)

SECOND FLOOR EL +25'-1"

ASC

BLVD

H ST

ASC

H LO

CO O P

CITY

ALDRIC

PROBE NOTES

LEGEND

TOW

BAR

APPROXIMATE AREAS TO REPLACE BRICK, SEE DETAILS ON A-202

AND WATERPROOFING FOR REVIEW BY ARCHITECT. ONCE

LVD

EAST ELEVATION. EXPOSE UNDERLYING CONSTRUCTION

2050 BARTOW AVENUE

REMOVE 2 SF OF FACE BRICK AT LOCATIONS SHOWN ON

N AVE

CIT

1/8" = 1'-0"

ENUE

SCALE:

BARTOW AV

E R AV

1/8" = 1'-0"

AVEN BARTOW

STE CHE

SCALE:

WEST ELEVATION

REVIEWED BY ARCHITECT, CLOSE PROBES WITH BRICK TO APPROXIMATE AREAS WHERE BRICK REPOINTING IS REQUIRED

MATCH EXISTING.

**REPOINT BRICK ON ENTIRE EAST FACADE**

BAY

EAST ELEVATION

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

NOTES: 1. ALL EXISTING LINTELS TO RECEIVE PAINT 2. SEE A-311 FOR WINDOW TYPES & DETAILS 3. SEE A-312 FOR DOOR TYPES & DETAILS 4. CLEAN ALL EXTERIOR WALLS, REFER TO SPEC SECTION 049000

EAST & WEST ELEVATIONS

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

A-203.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION: PRESSURE TREATED WOOD BLOCKING WATER CUT-OFF MASTIC

1/2"MIN.

TERMINATION BAR FASTENED 6" MAX.

METAL GUTTER

8'-0" VIF

EXISTING PREFABRICATED INSULATED EXHAUST

STAINLESS STEEL CLAMPING RING

PREFABRICATED RAIN COLLAR AND CONICAL BOOT FLASHING

PREFABRICATED PIPE FLASHING SET FLANGE IN MASTIC OVER ROOF ASSEMBLY

PREFABRICATED FLASHING COLLAR SET FLANGE IN MASTIC OVER ROOF ASSEMBLY

TYPICAL RECOVERY ROOFING @ 8 , NEW ROOF AND INSULATION @ 8A

EXISTING CONCRETE PLANK

12" MIN.

SEALANT

REPLACE TRASH CHUTE EXHAUST CAP MATCH EXISTING HEIGHT, CAP TO SLIP OVER EXISTING EXHAUST AND FLASHING TO ALLOW FOR HEAT EXPANSION, SEAL & CAULK AS REQUIRED

TYPICAL RECOVERY ROOFING

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

TREATED WOOD BLOCKING

EXISTING FIRESTOPPING EXISTING CHASE WALL ASSEMBLY

BULKHEAD ROOF GUTTER DETAIL SCALE:

EXISTING ROOF MEMBRANE & INSULATION

TOP OF EXISTING ROOF PLANK

EXISTING ROOF PLANK

EXISTING PREFABRICATED TRASH CHUTE EXHAUST

REPLACE EXISTING FLASHING (12" MIN. ABOVE CURB), SEAL & CAULK AS REQ'D, PROVIDE BLOCKING TO SLOPE CAP AWAY FROM CHUTE & ADJACENT WALL (MIN. 1" PER LF)

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

TREATED WOOD BLOCKING

SEALANT

TAPERED RIGID INSULATION (R-25 MIN.) SLOPE TO GUTTER

BRONX, NY 10475

EXISTING VENT (VTR)

1'-0"

ROOFING MEMBRANE

2050 BARTOW AVENUE

C L

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

DTL. @ MAIN ROOF PENETRATION

1 1/2" = 1'-0"

SCALE:

1 1/2" = 1'-0"

1'-4"

VENT THROUGH ROOF

SCALE:

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

C L

1 1/2" = 1'-0"

1 1/2"

EXISTING PREFABRICATED INSULATED EXHAUST EXISTING WEEPS

PREFABRICATED RAIN COLLAR AND CONICAL BOOT FLASHING

CAP FLASHING

PREFABRICATED FLASHING COLLAR SET FLANGE IN MASTIC OVER ROOF ASSEMBLY

SEALANT

TYPICAL RECOVERY ROOFING

EXISTING PARAPET FLASHING

1'-0"

EXISTING 4" NOMINAL PIPE(POST) WELDED TO 12"x12"x3/8" BASE PLATE, SHIM TO LEVEL AND BOLT TO TOP OF PLANK

EXISTING PREFABRICATED ALUMINUM COPING

FLASHING CANT

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

TAPERED RIGID INSULATION (R-25 MIN.) ROOFING MEMBRANE

STAINLESS STEEL CLAMPING RING PREFABRICATED PIPE FLASHING SET FLANGE IN MASTIC OVER ROOF ASSEMBLY

TOP OF EXISTING ROOF PLANK

EXISTING THROUGH WALL FLASHING

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

TREATED WOOD BLOCKING

TYPICAL RECOVERY ROOFING

4'-0 1/2"

EXISTING CONCRETE PLANK

TRASH COMPACTOR CHUTE CAP SCALE:

DTL. @ BULKHEAD PENETRATION

TOP OF EXISTING ROOF PLANK TREATED WOOD BLOCKING

1 1/2" = 1'-0"

SCALE:

EXISTING WEEPS

1 1/2" = 1'-0"

CAP FLASHING

PIPE SUPPORT DTL. @ STEEL STAIR

SCALE:

C L

SYMMETRICAL ABOUT AXIS EXHAUST FAN TO BE MOUNTED TO EXISTING PREFABRICATED INSULATED ROOF CURB

1 1/2" = 1'-0"

FLASHING CANT

100% CDs REVIEW SET

STAINLESS STEEL CLAMPING BAR PREFABRICATED FLASHING COLLAR SET FLANGE IN MASTIC OVER ROOF ASSEMBLY

C L EXISTING CONTINUOUS TOP RAIL

1'-0"

TYPICAL RECOVERY ROOFING

TREATED WOOD BLOCKING

EXISTING MODIFIED BITUMEN ROOF

REV NO.

SEALANT

PREFABRICATED METAL ROOF EDGING-CONTINUOUS

TYPICAL RECOVERY ROOFING & FLASHING

REVISIONS

RECOVERY ROOFING AND FLASHING

GALVANIZED WATER DAM

EXISTING VINYL COATED CHAIN LINK FABRIC

METAL FASCIA

TOP OF EXISTING ROOF PLANK

EXISTING CONCRETE PLANK

TREATED WOOD BLOCKING

1 1/2" = 1'-0"

METAL FLASHING, MINIMUM 30" SQUARE, SET IN MASTIC OVER ROOF ASSEMBLY 2'-6"

BLVD CITY

LVD

TREATED WOOD BLOCKING

3" x 1'-8" x 1'-8" PRECAST CONCRETE OR SLATE SPLASH BLOCK RECOVERY ROOFING AND FLASHING

ROOF CHAIN LINK FENCING DTL. SCALE:

1 1/2" = 1'-0"

CIT

MASONRY TYPE PREFABRICATED COPPER CAP FLASHING

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

1'-8"

TOP OF EXISTING ROOF PLANK

E R AV

EXISTING FACE OF WALL ALUMINUM LEADER AND ELBOW

PRESSURE TREATED WOOD BLOCKING

EXISTING PREFABRICATED ROOF DRAIN ASSEMBLY

ROOFING MEMBRANE TAPERED RIGID INSULATION (R-25 MIN.) SLOPE TO DRAIN

1 1/2" = 1'-0"

2 LAYERS STRIPPING FELTS EXTEND TO 6" BEYOND EDGE OF FLASHING

N AVE

2050 BARTOW AVENUE

RECOVERY ROOFING AND FLASHING

PREFABRICATED METAL ROOF EDGING-CONTINUOUS

C L

GALVANIZED WATER DAM

EXISTING PREFABRICATED 2'-6" x 3'-0" ROOF SCUTTLE WITH INSULATED CURB AND LID ASSEMBLY

METAL FASCIA

PREFABRICATED FLASHING COLLAR SET FLANGE IN MASTIC OVER ROOF ASSEMBLY 1'-0"

TAPERED RIGID INSULATION (R-25 MIN.)

CANT STRIP

SPLASH BLOCK DETAIL SCALE:

1 1/2" = 1'-0"

ROOF DETAILS

ROOFING MEMBRANE

EXISTING CONCRETE PLANK

EXISTING DRAIN LEADER

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

TOP OF EXISTING ROOF PLANK TREATED WOOD BLOCKING

BULKHEAD ROOF GRAVEL STOP DETAIL SCALE:

1 1/2" = 1'-0"

ENUE

TOW

BAR

MASONRY PARAPET DETAIL SCALE:

BARTOW AV

SCALE:

AVEN BARTOW

PREFABRICATED PIPE FLASHING SET FLANGE IN MASTIC OVER ROOF ASSEMBLY TYPICAL RECOVERY ROOFING

MAIN ROOF GRAVEL STOP DETAIL

1 1/2" = 1'-0"

SCALE:

STE CHE

BOTTOM OF EXISTING LINTEL

CURB DETAIL @ EXHAUST FANS

STAINLESS STEEL CLAMPING RING

H ST

ALDRIC

CO O P

SEALANT

H LO

EXISTING CONTINUOUS FABRIC SPANDREL FLASHING

ASC

EXISTING SOLID GROUT AT REINFORCING

BAY

EXISTING CONCRETE PLANK

3'-6"

1'-4 1/4"

ASC

EXISTING 2" NOMINAL PIPE (POST) WELDED TO 10"x10"x3/8" BASE PLATE, SHIM TO LEVEL AND BOLT TO TOP OF PLANK

ROOF DRAIN DETAIL SCALE:

1 1/2" = 1'-0"

BULKHEAD ROOF SCUTTLE DETAIL SCALE:

A-301.00

1 1/2" = 1'-0"

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

EXISTING ROOF

NEW EPDM ROOF

2050 BARTOW AVENUE

EXISTING ROOF

BRONX, NY 10475 (AT ALL EDGES & CORNERS OF WET AREAS) 12" WIDE PRESSURE-SENSITIVE EPDM CURED COVER STRIP IN CONJUNCTION WITH EPDM PRIMER

WET AREA, SEE PLAN

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

FASTENER & SEAM FASTENING PLATE, MAX. 12" (305mm) O.C.

MIN. 3" WIDE SecurTAPE IN CONJUNCTION WITH EPDM PRIMER

6" NEW INSULATION & ROOF ASSEMBLY TO MATCH EXISTING CONDITIONS

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025 MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

EXISTING INSULATION & ROOF ASSEMBLY

ROOF REPLACEMENT DETAIL SCALE:

1 1/2" = 1'-0"

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

NEW EPDM ROOF

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

EXISTING ROOF

EXISTING WEEPS

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

(AT ALL EDGES & CORNERS OF WET AREAS) 12" WIDE PRESSURE-SENSITIVE EPDM CURED COVER STRIP IN CONJUNCTION WITH EPDM PRIMER

WET AREA, SEE PLAN NEW FLASHING CAP

FASTENER & SEAM FASTENING PLATE, MAX. 12" (305mm) O.C.

NEW FLASHING CANT 2"

MIN. 3" WIDE SecurTAPE IN CONJUNCTION WITH EPDM PRIMER

6" EXISTING CONCRETE PLANK

NEW INSULATION & ROOF ASSEMBLY TO MATCH EXISTING CONDITIONS

EXISTING INSULATION & ROOF ASSEMBLY

REVISIONS REV NO. 100% CDs REVIEW SET

ROOF REPLACEMENT NEAR BULKHEAD WALL SCALE:

1 1/2" = 1'-0"

ASC

EXISTING ROOF

NEW CARLISLE EPDM ROOF BLVD

H ST

CITY

ALDRIC

ASC

H LO

CO O P

(AT ALL EDGES & CORNERS OF WET AREAS) 12" WIDE PRESSURE-SENSITIVE EPDM CURED COVER STRIP IN CONJUNCTION WITH EPDM PRIMER

WET AREA, SEE PLAN

AVEN BARTOW

ROOFING FASTENER & SEAM FASTENING PLATE, MAX. 12" (305mm) O.C.

BARTOW AV

ENUE

TOW

BAR

2050 BARTOW AVENUE

LVD

METAL FASCIA

BAY

STE CHE

E R AV

EXISTING INSULATION & ROOF ASSEMBLY

NEW INSULATION & ROOF ASSEMBLY TO MATCH EXISTING CONDITIONS

CIT

MIN. 3" WIDE SecurTAPE IN CONJUNCTION WITH EPDM PRIMER

N AVE

6" EXISTING CONCRETE PLANK

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

ROOF REPLACEMENT NEAR GRAVEL STOP SCALE:

1 1/2" = 1'-0"

ROOF DETAILS 2 NOTES: 1. PRIOR TO SPLICING, CLEAN EXISTING ROOF MEMBRANE BY SCRUBBING THE SPLICE AREA WITH WEATHERED MEMBRANE CLEANER AND ALLOW TO DRY.

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

2. CONTACT MANUFACTURER OF EXISTING ROOFING SYSTEM TO VERIFY ACCEPTANCE OF TIE-IN AND TO NOT VOID EXISTING WARRANTY. 3. ALL SPLICE INTERSECTIONS MUST BE OVERLAID WITH PRESSURE-SENSITIVE T-JOINT COVERS.

A-302.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

REPLACE AC SLEEVE AND LOUVER, SEAL/CAULK AS REQUIRED

3" = 1'-0"

SCALE:

1/2" = 1'-0"

SCALE:

5/8" 2 5/16"

VIF

4'-4 1/2" M.O.

50% VENT.

3 A-201

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

3 1/4"

WINDOW HEAD

SCALE:

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

3" = 1'-0"

HEAD, INTERMEDIATE & SILL DETAILS TYPICAL FOR ALL WINDOW TYPES

REPOINTING AS REQ'D UNDER SILLS & AC SLEEVES, SEE ALSO ELEVATIONS

DLO

KAWNEER OPTIQ AA 4235 (FIXED)

SCALE:

WINDOW (TYPE B)

1/2" = 1'-0"

SCALE:

INTERIOR

EXTERIOR

BRICK BEYOND SILICONE JAMB GASKETS REQUIRED AT JAMBS AND MULLIONS

3,2,1 A-311

3,14,13 A-311

BACKING ROD & SEALANT

NEW ALUMINUM SILL, BACKING ROD & SEALANT AS REQ'D

INSECT SCREEN

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

3/4"

BRICK BEYOND

FLASHING

7 SIM. A-311

3" = 1'-0"

3/4"

FIXED WINDOW (TYPE C)

6 A-311

12 SIM. A-311

BACKER ROD & SEALANT

INTERIOR

1/2"

LOUVER WITH MOTORIZED DAMPER (SEE MEP DRAWINGS)

3 1/4"

REPOINTING AS REQ'D UNDER SILLS, SEE ALSO ELEVATIONS

1" EQ

BACKER ROD & SEALANT

DLO

WINDOW (TYPE C)

2 3/16"

NEW 3/4" PAINTED WINDOW SILL

ALUMINUM WINDOW (PROJECTED OUT) OR APPROVED EQUAL INSECT SCREEN

REVISIONS

BRICK BEYOND

REV NO. 100% CDs REVIEW SET

BACKER ROD & SEALANT BLOCKING AS REQ'D

LOUVER

3" = 1'-0"

DLO

SCALE:

2'-4"

3" = 1'-0"

INTERMEDIATE DETAIL

6'-0" M.O.

TEMPERED FIXED WINDOW

VIF

LOUVER SILL

6'-0" M.O.

INTERMEDIATE DETAIL

3'-8"

7 A-311

VIF

BLOCKING AS REQ'D

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

VIF EQ

VIF

LOUVER

EXTERIOR

ALUMINUM WINDOW (PROJECTED OUT) OR APPROVED EQUAL

6'-8 3/8" M.O.

3'-8 3/8" M.O. 1"

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

ALUMINUM WINDOW (FIXED) OR APPROVED EQUAL BRICK BEYOND

1/2" = 1'-0"

2 5/16"

INTERIOR

WINDOW (TYPE A)

SEE SCHEDULE

4'-4 5/16" M.O. (VIF)

1" 1"

LOUVER

SCALE:

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

BRICK BEYOND

6 SIM. A-311

1/2" = 1'-0"

BRONX, NY 10475

ALUMINUM WINDOW (FIXED) OR APPROVED EQUAL

4 7/16"

SCALE:

WINDOW (TYPE E)

WINDOW SHADE WITH TRIM, SECURED TO WOOD BLOCKING

REPLACE AC SLEEVE AND LOUVER, SEAL/CAULK AS REQUIRED

REPOINTING AS REQ'D UNDER SILLS & AC SLEEVES, SEE ALSO ELEVATIONS

2050 BARTOW AVENUE

PAINT EXISTING LINTELS & REPLACE WITH NEW LINTEL(S) AS NEEDED PER VISUAL INSPECTION UPON WINDOW REMOVAL

3 1/2"

LOUVER (TYPE F)

7 SIM. A-311

ALL APARTMENT REPLACEMENT WINDOWS TO BE 50% OPERABLE

6 A-311

3 A-201

REPOINTING AS REQ'D UNDER SILLS, SEE ALSO ELEVATIONS

LOUVER HEAD

7 A-311

VIF

EXTERIOR

ALL APARTMENT REPLACEMENT WINDOWS TO BE 50% OPERABLE

(AT ALL APTS.)

INTERIOR

VIF B

12 A-311

12 SIM. A-311

(AT ALL APTS.)

BRICK BEYOND

BACKER ROD & SEALANT

3'-8 3/8" M.O.

MOTORIZED LOUVER WITH DAMPER (COORD. SIZE WITH MECH. REQUIREMENTS)

VIF

4'-4 1/2" M.O.

LOUVER

VIF

4'-4 1/2" M.O.

BACKING ROD & SEALANT

VIF

50% VENT.

VIF

PAINT EXISTING LINTELS & REPLACE WITH NEW LINTEL(S) AS NEEDED PER VISUAL INSPECTION UPON LOUVER REMOVAL

VIF

4'-4 1/2" M.O.

3'-8 3/8" M.O.

3,2,1 A-311

6'-8 3/8" M.O.

6'-8 3/8" M.O. 3/16"

5/8"

15,13 A-311

PROJECT LOCATION:

3,2,1 A-311

DLO

15,13 A-311

SCALE:

1/2" = 1'-0"

BULKHEADS

2 3/16"

WINDOW (TYPE D) SCALE:

1/2" = 1'-0"

NEW ALUMINUM SILL, SEALANT AS REQ'D FLASHING

DETAIL TYPICAL FOR ALL WINDOW TYPES

BACKER ROD & SEALANT

EXTERIOR HL

BLVD CITY

BLOCKING AS REQ'D

BACKER ROD & SEALANT

DLO

2 3/16"

BACKER ROD & SEALANT

EXTERIOR

NEW ALUMINUM SILL, SEALANT AS REQ'D

4'-4 1/2" (VIF)

3 / A-311

3'-8 3/8" (VIF)

4'-4 1/2" (VIF)

3'-8 3/8" (VIF)

6,7 / A-311

2 / A-311

1 / A-311

3 / A-311

6,7 SIM. / A-311

2 / A-311

1 / A-311

6'-0" (VIF)

15 / A-311

7 SIM. / A-311

14 / A-311

13 / A-311

6'-8 3/8" (VIF)

6'-0" (VIF)

3 / A-311

6,7 / A-311

2 / A-311

1 / A-311

6'-8 3/8" (VIF)

4'-4 1/2" (VIF)

3,15 / A-311

12 / A-311

2 / A-311

1,13 / A-311

3'-8 3/8" (VIF)

4'-4 1/2" (VIF)

15 / A-311

12 SIM. / A-311

N/A

13 / A-311

FLASHING SEALANT AS REQ'D AT ALL 4 SIDES OF SLEEVE

SCALE:

NOTES: 1. U-0.38 MAX. AT FIXED FENESTRATION, U-0.45 MAX. AT OPERABLE

16 1/2" MASONRY OPENING

DETAIL TYPICAL FOR ALL WINDOW TYPES

FENESTRATION 2. SHGC 0.4 MAX. 3. AIR LEAKAGE 0.2 CFM/SF MAX.

INTERIOR

INSECT SCREEN

INSECT SCREENS

INSECT SCREEN

4. ALL EXISTING LINTELS TO RECEIVE PAINT WINDOW / LOUVER REMOVAL 6. REPLACE SEALANT AT ALL NEW WINDOWS AND OPENINGS

3 1/4"

5. REPLACE LINTELS AS NEEDED PER VISUAL INSPECTION UPON

3 3/8"

1/2" = 1'-0" BACKER ROD & SEALANT

DLO

3 3/8" EQ

EXTERIOR SEALANT AS REQ'D

SCALE:

3" = 1'-0"

8. COORDINATE ALL LOUVER SIZES & SPECIFICATIONS WITH

3 3/8"

DLO EQ

1 3/4"

PTAC ELEVATION

1 3/4"

7. REPLACE EXISTING ALUMINUM SILLS WITH NEW SILLS

CORRIDOR PTAC UNIT DETAIL

2050 BARTOW AVENUE

- REVIEW SET - NOT FOR CONSTRUCTION

3" = 1'-0"

EXTERIOR LOUVER

NEW SLEEVE FOR PTAC UNIT

N AVE

CONSTRUCTION DOCUMENTS

(FIXED) WINDOW JAMB

4" STEEL LINTELS (3)4"x3 1/2" x 5/16" THK ANGLES

TOW

BAR

LVD

DLO

6'-8 3/8" (VIF)

SILL

CIT

2 3/16"

MEETING RAIL

JAMB

2 3/16"

HEAD

ENUE

DLO

M.O. HEIGHT

E R AV

DLO

M.O. WIDTH

BARTOW AV

2 3/16"

WINDOW TYPE

AVEN BARTOW

STE CHE

NEW 3/4" PAINTED WINDOW SILL

SCALE:

CO O P

OP H LO ASC

3 1/4" 2"

WINDOW & LOUVER SCHEDULE

1" BRICK BEYOND 1/2"

H ST

3" = 1'-0"

11 A-311

3" = 1'-0"

BAY

SCALE:

ASC

ALDRIC

3 1/4"

INTERIOR

WINDOW LOUVER JAMB

WINDOW SILL

DLO

WINDOW DETAILS & SCHEDULE

MECHANICAL REQUIREMENTS, SEE MEP DRAWINGS FOR

3 3/8"

ADDITIONAL DETAILS BACKER ROD & SEALANT

9. AT ALL APARTMENTS, WINDOWS TO BE AT LEAST 50% OPERABLE

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

10. PROVIDE SHADES AND INSECT SCREENS AT ALL WINDOWS

(PROJECTED) WINDOW JAMB SCALE:

A-311.00

3" = 1'-0"

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

EXISTING WALL TO REMAIN

(VERIFY WALL TYPE / WIDTH IN FIELD)

MATCH EXISTING, VIF

PAINT EXISTING LINTEL

MATCH EXISTING WIDTH, VIF

VIF NEW FRAME(S) TO BE INSTALLED AT EXISTING FRAME(S) LOCATION

DOOR AND FRAME AS SCHEDULED

1/4" SHIM SPACE, BACKER ROD & SEALANT, TYP.

DOOR SEAL AS SCHEDULED

4 1/2" TRANSOM GLASS

SCALE:

MATCH EXISTING, VIF

DOOR HEAD - COMM. RM.

3" = 1'-0"

SCALE:

3" = 1'-0"

NEW FRAME(S) TO BE INSTALLED AT EXISTING FRAME(S) LOCATION

VIF

COUNTER FLASHING

MATCH EXISTING, VIF

DOOR SEAL AS SCHEDULED

VIF

FINISH FLOOR AS SCHEDULED

1/2"

ALUMINUM THRESHOLD EXTERIOR SURFACE

ROOF DOOR SILL

DOOR HEAD - MAIN ENTRY SCALE:

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

3" = 1'-0"

MASONRY JAMB ANCHOR CLIP

SCALE:

NEW FRAME(S) TO BE INSTALLED AT EXISTING FRAME(S) LOCATION

3" = 1'-0"

BACKER ROD & SEALANT, TYP. DOOR SEAL AS SCHEDULED DOOR AND FRAME AS SCHEDULED ADJUSTABLE MASONRY ANCHOR GROUT FRAME INTO WALL CONSTRUCTION BACKER ROD & SEALANT, TYP.

MATCH EXISTING, VIF

VIF

DOOR (WITH KEY FOB / ADA AUTOMATED SYSTEM) AND FRAME AS SCHEDULED

NEW FRAME(S) TO BE INSTALLED AT EXISTING FRAME(S) LOCATION 1/4" SHIM SPACE, BACKER ROD & SEALANT, TYP.

MATCH EXISTING WIDTH, VIF

EXISTING WALL TO REMAIN

10 3/4"

DOOR & FRAME AS SCHEDULED

(VERIFY WALL TYPE / WIDTH IN FIELD)

NEW FRAME(S) TO BE INSTALLED AT EXISTING FRAME(S) LOCATION

3" = 1'-0"

VIF

VIF 1 15/16" TYP

(VERIFY WALL TYPE / WIDTH IN FIELD)

SCALE:

DOOR SILL - COMM. RM. VIF

BACKER ROD & SEALANT

EXTERIOR DOOR SILL

FINISH FLOOR AS SCHEDULED

ALUMINUM THRESHOLD EXTERIOR SURFACE

1/4"

5/8"

(VERIFY WALL TYPE / WIDTH IN FIELD)

1/2"

MATCH EXISTING, VIF

SCALE:

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

DOOR (WITH KEY FOB / ADA AUTOMATED SYSTEM) AND FRAME AS SCHEDULED

ALUMINUM THRESHOLD EXTERIOR SURFACE

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

NEW FRAME(S) TO BE INSTALLED AT EXISTING FRAME(S) LOCATION

DOOR AND FRAME AS SCHEDULED 5"

DOOR SWING OPERATOR, SECURE TO FRAME & PROVIDE ADDITIONAL BLOCKING/SUPPORT IF REQ'D

5 3/4"

NEW FRAME(S) TO BE INSTALLED AT EXISTING FRAME(S) LOCATION

VIF

EXTERIOR DOOR HEAD

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

FRAME AS SCHEDULED

DOOR (WITH KEY FOB / ADA AUTOMATED SYSTEM) AND FRAME AS SCHEDULED

ALUMINUM THRESHOLD

EXISTING WALL TO REMAIN

PAINT EXISTING LINTEL

NEW FRAME(S) TO BE INSTALLED AT EXISTING FRAME(S) LOCATION

3" = 1'-0"

(VERIFY WALL TYPE / WIDTH IN FIELD)

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

PAINT EXISTING LINTEL

DOOR SEAL AS SCHEDULED

EXISTING WALL TO REMAIN

1/4" SHIM SPACE, BACKER ROD & SEALANT, TYP.

1/4"

SCALE:

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

5 3/4"

BACKER ROD & SEALANT, TYP. FRAME AS SCHEDULED

ROOF DOOR HEAD

VIF

DOOR SWING OPERATOR, PROVIDE BLOCKING AS REQ'D

EXISTING WALL TO REMAIN

VIF

MATCH EXISTING WIDTH, VIF

VIF

4 1/2"

PAINT EXISTING LINTEL

DOOR AS SCHEDULED NEW FRAME(S) TO BE INSTALLED AT EXISTING FRAME(S) LOCATION

BRONX, NY 10475

VIF

10 3/4"

1 15/16" TYP

REMOVE EXISTING BRICK BELOW LINTEL AND EXTEND FRAME TO U.O. LINTEL 5/8"

3 5/8" (VIF)

BACKER ROD & SEALANT

2050 BARTOW AVENUE

REVISIONS

DOOR (WITH KEY FOB SYSTEM) AND FRAME AS SCHEDULED

REV NO. 100% CDs REVIEW SET

ADJUSTABLE MASONRY ANCHOR GROUT FRAME INTO WALL CONSTRUCTION

DOOR SILL - MAIN ENTRY SCALE:

3" = 1'-0"

1/4" SHIM SPACE, BACKER ROD & SEALANT, TYP.

ASC

SCALE:

DOOR JAMB - MAIN ENTRY & COMM. RM.

3" = 1'-0"

SCALE:

H ST

BLVD

ALDRIC

CITY

3" = 1'-0"

EXTERIOR DOOR JAMB

3" = 1'-0"

CO O P

SCALE:

ROOF DOOR JAMB

ASC

H LO

AVEN BARTOW

BARTOW AV

ENUE

TOW

BAR

6 1/8"

N AVE

2050 BARTOW AVENUE

FIRESTOPPING SEALANT TYP. BOTH SIDES @ BASE LAYER

SCHLUTER RENO-U ALUMINUM FLOOR THRESHOLD

TILE AS SCHEDULED LEVELING SUBSTRATE AS REQUIRED

EXISTING FINISH FLOOR TO REMAIN

3 5/8" MTL. RUNNER

EXISTING CONCRETE SLAB

(2) LAYERS 5/8" G.W.B. TYPE X BOTH SIDES 3 5/8" MTL. STUD @ 16" O.C.

CARPET - CONCRETE THRESHOLD SCALE:

CORRIDORS - BOH AREAS

3" = 1'-0"

EXISTING CONCRETE SLAB

CARPET - TILE THRESHOLD SCALE:

LOBBY - CORRIDORS

3" = 1'-0"

ALUM TRACK

E R AV

DOOR AND FRAME AS SCHEDULED

STE CHE

LINE OF EXISTING WALL

BAY

CARPET AS SCHEDULED

SCHLUTER RENO-U ALUMINUM FLOOR THRESHOLD CARPET AS SCHEDULED

TRACK STOP NEW FRAME(S) TO BE INSTALLED AT EXISTING FRAME(S) LOCATION

1 1/8"

EXISTING DOOR & FRAME TO REMAIN

UNDERSIDE OF FLOOR

CIT

LVD

EXISTING WALL/HEADER TO REMAIN (VERIFY WALL TYPE / WIDTH IN FIELD)

MATCH EXISTING, VIF

DOOR AND FRAME AS SCHEDULED

BIFOLD DOOR HEAD SCALE:

NEW DOORS / FRAME(S) TO BE INSTALLED AT EXISTING FRAME(S) LOCATION

DOOR STOP PIVOT BRACKET 3/4" DOOR PANEL

3" = 1'-0"

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

BIFOLD DOOR JAMB SCALE:

3" = 1'-0"

3 1/2" GLASS FIBER INSULATION. R-15

MATCH EXISTING, VIF

MATCH EXISTING, VIF 3 5/8" MTL. RUNNER

CARPET AS SCHEDULED

FIRESTOPPING SEALANT TYP. BOTH SIDES @ BASE LAYER TOP OF SLAB

UL U419 OR MEA 81-98-M INTERIOR PARTITON-STEEL STUD ( NON -LOADBEARING) STC / SOUND TEST 53 dB

2 HR. RATED INTERIOR PARTITION SCALE: 1 1/2" = 1'- 0"

3" = 1'-0"

CARPET AS SCHEDULED

PIVOT BRACKET

FINISH FLOOR AS SCHEDULED

VINYL TILE

LEVELING SUBSTRATE AS REQUIRED

EXISTING CONCRETE SLAB

CARPET - TILE THRESHOLD SCALE:

SEE DOOR SCHEDULE FOR FRAME & DOOR

CORRIDORS - PUBLIC BATHROOMS

CARPET - VINYL TILE THRESHOLD SCALE:

3" = 1'-0"

COMMUNITY ROOM - TENANT PANTRY

DOOR AND FRAME AS SCHEDULED

1 3/8"

EXISTING DOOR, FRAME & SADDLE TO REMAIN

DOOR DETAILS AND PARTITION TYPE

NYLON WASHER STUD NUT FLOOR PLATE

FLOOR FINISH AS SCHEDULED

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

BIFOLD DOOR SILL SCALE:

A-312.00

3" = 1'-0"

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

EXISTING WINDOWS 28 BOXES

COMMUNITY ROOM SIGN

IN CASE OF FIRE SIGN

28 21 BOXES BOXES

BRONX, NY 10475

PT2

8'-1"

PT5

OPEN TO BEYOND

LOBBY EAST ELEVATION

PT2

SCALE:

1/4" = 1'-0"

LOBBY SOUTH ELEVATION SCALE:

LOBBY WEST ELEVATION

1/4" = 1'-0"

SCALE:

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

1/4" = 1'-0"

EXISTING WINDOWS SEE SPECS FOR ADDITIONAL INFORMATION

FINISH LEGEND 8'-1"

8'-1"

8'-2 3/8" VIF

VESTIBULE NORTH ELEVATION

101

VESTIBULE EAST ELEVATION

1/4" = 1'-0"

SCALE:

VESTIBULE 101 74 SF (VIF)

1/4" = 1'-0"

9'-0" VIF

PATCH OPENING IN WALL BELOW WINDOW WITH GWB TO MATCH EXISTING WALL SURFACE

A-401

REPLACE INTERCOM PANEL PATCH & FURR OUT WALL AS REQUIRED FOR CUH - REF M-001

PT2

KEY FOB (CARD) READER

2'-0"

CERAMIC TILE

ROCA TILE

NORFOLK / FZ7T654161

NEGRO / 24"X48"

ALUMINUM BASE

SCHLUTER

DB SL 80 AEEB

ANODIZED ALUMINUM BRUSHED STAINLESS STEEL FINISH / 3-1/8" H

PT2

WALL PAINT

BENJAMIN MOORE

DECORATORS WHITE

PT5

HANDRAIL PAINT

BENJAMIN MOORE

NEW YORK STATE OF MIND 805

QTZ1

QUARTZ

CAMBRIA

WHITE CLIFF / 3/4" THK

WOOD VENEER

SHINNOKI

VENEER PANEL

ANTIQUE OAK / 3/4" THK

CHRM

CHROMA

3 FORM

PEWTER + REFLECT

WHITE / 1 1/8" THK

3. SEE A-801 FOR REFLECTED CEILING PLAN & DETAILS

PROVIDE ADDITIONAL BLOCKING / SUPPORT AS REQ'D

REVISIONS

NEW MAILBOXES

3'-8 1/2"

A-401

H ST

ALDRIC

THRESHOLD STRIP TO MATCH NEW FLOORING, SEE DETAIL 10 / A-312

EXISTING WALL TO REMAIN

AVEN BARTOW

2'-3" VIF

2'-5"

PROVIDE ADDITIONAL BLOCKING / SUPPORT AS REQ'D

CITY

1'-5"

THRESHOLD STRIP TO MATCH NEW FLOORING, SEE DETAIL 10 / A-312

ASC

LOBBY 102 475 SF (VIF)

16 A-401

100% CDs REVIEW SET

H LO

14 A-401

2 A-401

REV NO.

METAL FRONT-LOAD MAILBOXES, USPS APPROVED, QUANTITY TO MATCH EXISTING # OF MAILBOXES

/2" 11 8'-1 VIF

20'-1 1/16" VIF

1/4" = 1'-0"

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

3'-5" R.O. (VIF)

4'-6" MAX

SCALE:

1 1/2"

1/4" = 1'-0"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

EXISTING WALL TO REMAIN

2. SEE A-312 FOR DOOR TYPES & DETAILS

PATCH OPENING IN WALL BELOW WINDOW WITH GWB TO MATCH EXISTING WALL SURFACE

VESTIBULE WEST ELEVATION

REMARKS

1. NEW DOORS, NEW LINTELS TO RECEIVE PAINT

3 1/8"

AR LE E "C C 30 SPA "X R 48 OO FL

VESTIBULE SOUTH ELEVATION

2'-3 1/2"

COLOR / SIZE

SCALE:

FINISH / MODEL #

NOTES:

DOUBLE DOORS WITH ADA AUTOMATED HARDWARE & KEYFOB SYSTEM, SEE DOOR SCHEDULE

8'-1"

102

VENDOR / MFG.

ENTRANCE MAT SEE SPECIFICATIONS

PT2

TYPE

2'-0" DOUBLE DOORS WITH ADA AUTOMATED HARDWARE & KEYFOB SYSTEM, SEE DOOR SCHEDULE

START POINT OF FLOOR

SCALE:

3 1/8"

2'-0"

SYMBOL

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

BLVD

1/4" = 1'-0"

BUILDING NUMBER ON GLASS

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

ASC

SCALE:

PT5

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

CO O P

LOBBY NORTH ELEVATION

SECURITY DESK

3 1/8"

3'-5"

(VIF)

2'-3"

3'-10"

2'-5"

OPEN TO BEYOND

ELEVATOR DOOR

A-B-C-D

1 1/2"

BARTOW AV

ENUE

TOW

BAR

N AVE

2050 BARTOW AVENUE

1'-8"

SCALE:

1/2" = 1'-0"

DESK ELEVATION 2 SCALE:

1/2" = 1'-0"

STE CHE

REPLACE FLOORING & BASE, SEE PLAN

E R AV

29'-3 7/8" VIF

ENLARGED LOBBY FLOOR PLAN SCALE:

1/4" = 1'-0"

CONSTRUCTION DOCUMENTS

16 A-401 2'-

DESK ELEVATION

3/4"

BAY

3/4"

CIT

LVD

4'-4 1/2"

1'-2"

1 1/2"

13 A-401

MAILBOX SECTION SCALE:

- REVIEW SET - NOT FOR CONSTRUCTION

1 1/2" = 1'-0"

1'-3 1/2"

2'-

14 A-401

6'-

15 A-401 3/4" THK. PLYWOOD

1'-

3'-

ENLARGED LOBBY PLAN, ELEVATIONS & DETAILS

3/4" THK. PLYWOOD ROUTE WIRING THOUGH STRUCTURE OF DESK

2'6"

2'- 3/8"

12 A-401

4'6"

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

ADJUSTABLE SHELF

1'-

POWER & DATA OUTLETS

1'-

3 1/8"

7'-9"

8'-1"

FIRE HOSE CABINET SIGN

ELEVATOR DOOR

8'-1"

PT2

SECURITY DESK

2050 BARTOW AVENUE

EXISTING DISPLAY CABINET

3 1/8"

PT2

28 BOXES

EXISTING CLOCK

ELEVATOR SIGN

8'-1"

MAILBOXES, SEE DETAIL #3

MAILBOXES, SEE DETAIL #3 THIS SHEET

3 A-401

EXISTING NURSE CALL PANEL

3 1/8"

MANAGEMENT OFFICE SIGN

7'-9"

EXISTING WINDOWS

EXISTING HOSE CABINET LOBBY SIGN

2'-1"

EXISTING NURSE CALL PANEL

APT. A,B,C,D DIRECTIONAL SIGN

BASE AS SCHEDULED FOR LOBBY

DESK SECTION SCALE:

1" = 1'-0"

DESK SECTION 2 SCALE:

1" = 1'-0"

DESK SECTION 3 SCALE:

1" = 1'-0"

DESK PLAN SCALE:

A-401.00

1/2" = 1'-0"

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

CAB EAST ELEV.

31/128" = 1'-0"

SCALE:

31/128" = 1'-0"

BRUSHED S.S. BASE PANEL

SCALE:

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

HIGH IMPACT PLASTIC LAMINATE PANEL

BRUSHED S.S. BASE PANEL

CAB SOUTH ELEV.

7'-0" CLEAR OPENING

BRUSHED S.S. BASE PANEL

CAB NORTH ELEV. SCALE:

BRUSHED S.S. RAIL 2"

BRUSHED S.S. BASE PANEL

7'-0" VIF 8'-0" VIF

EQ EQ. EQ.

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

14 GAUGE STEEL CAB SHELL WITH ONE (1) COAT OF RUST INHIBITIVE PRIMER AND TWO (2) COATS OF ENAMEL PAINT

CAR STATION

3/4" REVEALS TYP

2'-10"

ELEVATOR DOOR

8'-0" VIF 7'-0" VIF

16 GAUGE STAINLESS STEEL METAL DOORS

8'-0" CLEAR INSIDE CAB

BRUSHED S.S. ACCESS PANEL

STAINLESS STEEL CEILING PANELS W/ BRUSHED FINISH

1" REVEAL

8'-6" OVERALL CAB HEIGHT

BRUSHED S.S. MTL PANEL

HIGH IMPACT PLASTIC LAMINATE PANEL

BRUSHED S.S. MTL PANEL

HIGH IMPACT PLASTIC LAMINATE PANEL

CAB WEST ELEV.

31/128" = 1'-0"

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

31/128" = 1'-0"

SCALE:

CAB SECTION SCALE:

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

31/128" = 1'-0"

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

5'-8" VIF

1'-1" 1'-1"

3'-0"

4" EQ. EQ.

EQ.

CERAMIC TILE FLOOR FINISH AS SCHEDULED FOR LOBBY

EQ.

7'-4"

5'-8" VIF EQ. F

1 " REVEAL EQ. F

REVISIONS REV NO.

1" REVEAL AROUND PERIMETER

100% CDs REVIEW SET

RECESSED DOWN LIGHT: FIXTURE TYPE F, SEE SCHEDULE DWG A-801 TOP EMERGENCY EXIT (ACCESS PANEL) STAINLESS STEEL CEILING PANELS ON 1/2" THK. PLYWOOD BACKER - BRUSHED FINISH. PROVIDE 1/4" REVEAL BETWEEN PANELS

9 1/8"

1'-6"

7'-4"

1 " REVEAL

EQ.

4'-3" VIF 2'-0"

ELEV 2

ELEV 1

3'-0"

6'-9"

4'-3" VIF

A-501

5'-8" VIF 4'-0"

4'-3" VIF

3'-0"

9 1/8" 2'-0"

NEW CAB UPGRADE, DIGITAL RELAY PANEL, MOTORS, BELTS & PULLEYS

2'-0" 8 A-501

ASC

BLVD

H ST

ALDRIC

CITY

1/4" = 1'-0"

CO O P

AVEN BARTOW

BARTOW AV

ENUE

TOW

BAR

N AVE

CIT

LVD

2050 BARTOW AVENUE

SCALE:

1/4" = 1'-0"

CAB REFLECTED CEILING PLAN

H LO

SCALE:

ASC

1/4" = 1'-0"

CAB FINISH PLAN

E R AV

SCALE:

STE CHE

ELEVATOR PLAN

BAY

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

ELEVATOR CAB PLAN & ELEVATIONS

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

A-501.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

PT3

2050 BARTOW AVENUE

PT3

BRONX, NY 10475

PT3

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

3'-5" PA18

PA17

8'-0"

1'-0" PA8

PA12

MEN'S - WEST ELEVATION

1/2" = 1'-0"

SCALE:

3'-4" MAX

2'-10" MAX

1'-6"

1'-5"

SCALE:

1/2" = 1'-0"

1'-6"

4 A-655 TYP

MEN'S - NORTH ELEVATION

4'-9"

4'-2"

3'-6"

2'-6"

BARRIER FREE CLEARANCE

P2A

P1A

2'-6"

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

PIPE INSULATION

2'-3"

2'-6"

3'-4"

3'-0" TYP 1'-6"

41"

2'-6"

3'-4"

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

4'-6"

P2A PA12

2'-0"

1'-5" MAX

P1A

PA16

3'-0"

3'-0" TYP

8'-0"

1'-6"

1'-0" MAX

PA8

PA18

PA16 PA7

3'-6"

PA6 P7

PA6 PA7

PA17

MEN'S - SOUTH ELEVATION SCALE:

1/2" = 1'-0"

3'-8"

2'-6"

1'-3"

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

MEN'S - EAST ELEVATION SCALE:

1/2" = 1'-0"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

PT3 PT3

PT3 PA1

PA1 3'-5"

PA18 P3

PA7

PA6

PA7

PA17

PA7

PA16 8'-0"

1'-6"

8'-0"

PA17

PA16 PA13

3'-6"

PA14

8'-0"

1'-0" MAX

PA8

8" 2'-6"

3'-4"

BARRIER FREE CLEARANCE

2'-3"

P1A

2'-6"

3'-9"

2'-6" 1'-6"

1'-6"

2'-10" MAX

3'-4"

1'-3"

4 A-655 TYP

PA16

1'-3"

WHITE

FLOOR-MOUNTED, BACK-OUTLET TOILET, PROVIDE SEAT WITH AMERICAN STANDARD # 5324.019, ADA COMPLIANT

P1A

FLUSHOMETER & TOILET (PUBLIC)

SLOAN

WETS 2450.1301-1.28 ES-S

WHITE

HET FLUSHOMETER & WALL HUNG TOILET, PROVIDE COMPATIBLE IN-WALL CARRIER AND TOILET SEAT, ADA COMPLIANT

LAVATORY (APARTMENT)

DURAVIT

045460

00 WHITE

23 5/8" X 18 1/4", WALL-MOUNTED LAVATORY, ADA COMPLIANT

P2A

LAVATORY (PUBLIC)

TOTO

LT307.8

01 COTTON

20-7/8" X 18", WALL-MOUNTED LAVATORY, ADA COMPLIANT

FAUCET

SYMMONS

SLW-6712-1.5

POLISHED CHROME FINISH

DECK-MOUNTED FAUCET FOR LAVATORIES P2 & P2A

SHOWER SYSTEM

AMERICAN STANDARD

1662.601

CHROME

SHOWER SYSTEM KIT IN ACCESSIBLE APARTMENTS

SHOWER SYSTEM WITH TUB SPOUT

AMERICAN STANDARD

T508.502

CHROME

SHOWER SYSTEM KIT WITH TUB SPOUT IN TYPICAL APARTMENTS

TUB

AMERICAN STANDARD

2390.202 ICH / 2391.202 ICH

WHITE

60"X30" BATH TUB, WITH LEFT HAND OUTLET OR RIGHT HAND OUTLET

FLUSHOMETER & URINAL

SLOAN

WEUS-1005.1304-0.5 ES-S TMO

WHITE

HEU FLUSHOMETER, OPTIMA ES-S TMO UNIT & WALL HUNG URINAL; PROVIDE IN WALL CARRIER

SINK (ADA)

STAINLESS STEEL SINKS

SLN-ADA-2122-A-GR

STAINLESS STEEL

21 1/4" X 20 1/4" SINK WITH INTEGRAL DRAIN, (3) HOLES ON 4" CENTERS

FAUCET

SYMMONS

S-23-2

POLISHED CHROME FINISH

FAUCET WITH HOSE AND SPRAY

P2A

EXISTING SILL

PA16

1/2" = 1'-0"

SEE SPECS FOR ADDITIONAL INFORMATION

FINISH LEGEND

SYMBOL

TYPE

VENDOR / MFG.

MODEL #

COLOR / FINISH

DESCRIPTION

PA1

TOILET PARTITIONS

KNICKERBOCKER

NEW YORKER

S.S. SATIN

FLOOR MOUNTED TOILET PARTITIONS AND DOORS

PA2

TERRAZZO SHOWER PAN

CREATIVE INDUSTRIES

CUSTOM MODEL

ICE

CUSTOMIZED SINGLE THRESHOLD PRECAST TERRAZZO SHOWER FLOOR

PA3

URINAL SCREEN

KNICKERBOCKER

WHF

STAINLESS STEEL

PA4

SHOWER CURTAIN ROD

AMERICAN SPECIALTIES

1214

S.S. SATIN

PA5

TOWEL BAR

MOEN

DN0718 & DN0724

CHROME FINISH

18" TOWEL BAR (DN0718CH) OR 24" TOWEL BAR (DN0724CH)

PA6

GRAB BAR

MOEN

YG07

CHROME FINISH

18" GRAB BAR (YG0718CH), 24" GRAB BAR (YG0724CH), 36" GRAB BAR (YG0736CH), 42" GRAB BAR (YG0742CH)

PA7

SEAT COVER DISPENSER

BOBRICK

B - 4221

S.S. SATIN

WALL MOUNTED SEAT COVER DISPENSER

PA8

TRASH RECEPTACLE

BOBRICK

B - 279

S.S. SATIN

WALL MOUNTED; MOUNT TOP AT 30" AFF

PA9

TOILET PAPER HOLDER (APARTMENT)

BOBRICK

B - 685

BRIGHT (POLISHED) FINISH

WALL MOUNTED; MOUNT TOP AT 20" AFF

PA10

SOAP HOLDER

MOEN

YB3666CH

CHROME FINISH

PA11

TOOTHBRUSH HOLDER

MOEN

YB3644CH

CHROME FINISH

PA12

TOILET PAPER HOLDER (PUBLIC)

KIMBERLY CLARK

09608

HIGH-IMPACT PLASTIC

INSIGHT CORELESS TWIN BATH TISSUE DISPENSER

PA13

HAT & COAT HOOK

BOBRICK

B-6827

S.S. SATIN

SURFACE MOUNTED DOUBLE ROBE HOOK

PA14

NAPKIN DISPOSAL

BOBRICK

B-4354

S.S. SATIN

WALL MOUNTED; MOUNT TOP AT 30" AFF

PA15

MEDICINE CABINET

AMERICAN SPECIALTIES

0953

STAINLESS STEEL

24" X18" STAINLESS STEEL MEDICINE CABINET

VENDOR / MFG.

FINISH / MODEL #

COLOR / SIZE

REMARKS

CERAMIC TILE

ROCA TILE

ORION UNPOLISHED / FM20760311

ANTRACITA UNPOLISHED / 24"X24"

PUBLIC & UNIT BATHROOMS

PA16

SOAP DISPENSER

AMERICAN SPECIALTIES

0347

S.S. SATIN

WALL MOUNTED SOAP DISPENSER

CERAMIC BASE

ROCA TILE

COLOR COLLECTION / AT 3610

WHITE ICE BRIGHT / 6"X6"

PUBLIC & UNIT BATHROOMS

PA17

TOWEL DISPENSER

BOBRICK

B-262

S.S. SATIN

WALL MOUNTED; MOUNT TOP AT 54" AFF

CERAMIC TILE

ROCA TILE

SUBWAY TILE CC SERIES / U081

WHITE ICE BRIGHT / 2"X8"

GROUT WIDTH: 1/8", PROVIDE 6" X 6" COVE BASE (AT3610), 2"X8" SURFACE BULLNOSE CAP (S4289), AND APPROPRIATE CORNER TILES

PA18

MIRROR

BOBRICK

B-1556 1824

S. S. POLISHED

24" X18" FRAMELESS STAINLESS STEEL MIRROR

APARTMENT WALL & CEILING

M18 WHITE MATT

WALL-MOUNTED VANITY FOR LAVATORY (P2), WITH 1 PULL-OUT COMPARTMENT, COMPARTMENT CONSISTS OF GLASS DIVIDERS AND 2 BOXES (SMALL/LARGE)

BENJAMIN MOORE

SUPER WHITE

AVEN BARTOW

CONTRACTOR TO VERIFY IN FIELD, LOCATION OF

ENUE

TOW

EXISTING WALLS, AND VERIFY ALL DIMENSIONS PRIOR

BARTOW AV

BAR

N AVE

2050 BARTOW AVENUE

TO CONSTRUCTION. CONTRACTOR TO VERIFY IN FIELD ALL FLOOR DRAIN LOCATIONS FOR SHOWER PAN ORDERING, IF DISCREPANCY OCCURS, CONTRACTOR TO NOTIFY ARCHITECT IN WRITING FOR CLARIFICATION. NOTES:

2. SEE A-312 FOR DOOR TYPES & DETAILS

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

BATH VANITY

DURAVIT

XL6044

SANITARY PIPING IS REPLACED. REFER TO PLUMBING DRAWINGS FOR SANITARY STACK REPLACEMENT INFORMATION.

HEAVY DUTY WALL HUNG FLANGE SCREEN

TYPE

APARTMENT PAINT

GENERAL NOTE

3. SEE A-801 FOR REFLECTED CEILING PLAN & DETAILS

SYMBOL

PT3

H ST

ALDRIC

1. NEW DOORS, NEW LINTELS TO RECEIVE PAINT SEE SPECS FOR ADDITIONAL INFORMATION

BLVD

2878.100

CITY

AMERICAN STANDARD

CO O P

TOILET (APARTMENT)

ASC

4. PATCH AND REPAIR WALLS AS REQUIRED WHERE

MEN & WOMEN'S PUBLIC RESTROOMS ENLARGED PLAN SCALE:

ACCESSORY SCHEDULE

48"X30" CLEAR FLOOR SPACE

PA13

DESCRIPTION

4'-2"

3'-0"

1'-3" P2A

2'-0"

PA13

EXISTING SILL

PA7 2'-9"

48"X30" CLEAR FLOOR SPACE

A-601

COLOR / FINISH

PA12

3'-0"

2'-0"

1'-3"

4'-2"

PA3

1'-3"

PA17

MODEL #

LVD

PA8

VENDOR / MFG.

TYPE

CIT

WOMEN'S TOILET 135

PA1

P1A

2'-9 3/4"

1'-3"

SEE SPECS FOR ADDITIONAL INFORMATION

SYMBOL

PA14

5'-8" 48"X30" CLEAR FLOOR SPACE

1/2" = 1'-0"

3'-0"

PA8

A-601

SCALE:

TYP

P1A

PA17

1/2" = 1'-0"

WOMEN'S - EAST ELEVATION

P1A

SCALE:

PLUMBING FIXTURE SCHEDULE

PA13

2'-4"

56"X48" CLEAR FLOOR SPACE

WOMEN'S - SOUTH ELEVATION

H LO

1'-0" MAX

3'-0"

4'-9"

MEN'S TOILET 133

5 A-655

10'-9"

4'-6" 3'-6"

1'-6"

1'-0" MAX

PA12

1/2" = 1'-0"

4'-6" 3'-6"

PA6

PA7

1'-6"

REV NO.

ASC

PA6

PA12

2'-8"

8'-4"

SCALE:

1'-6"

6 TYP A-655

WOMEN'S - WEST ELEVATION

1/2" = 1'-0"

PA7

1'-6"

4'-2"

100% CDs REVIEW SET

WOMEN'S - NORTH ELEVATION SCALE:

3'-0"

4'-9"

E R AV

TYP

3'-2"

REVISIONS

1'-5"

STE CHE

B5 2 A-655

4'-9"

3'-6"

BAY

3'-0" TYP

41"

P2A W1

PIPE INSULATION PA12

1'-6"

2'-6"

3'-9"

PA12

P2A

4'-6"

PA12

P1A

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

PT3

PA18

PUBLIC BATHROOMS - PLANS, ELEVATIONS, DETAILS, SCHEDULES DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

A-601.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION: 6 A-655

PA6

PA6 3'-6"

PT3

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

1'-3"

ZONE OF GRAB BAR REINFORCEMENT

PA4

BRONX, NY 10475

2'-0"

PT3

1'-6"

PT3

2050 BARTOW AVENUE

PA5

PA4 W1

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

PA6

SHOWER DRAIN

SCALE:

WEST ELEVATION (B2)

1/2" = 1'-0"

SCALE:

1'-5"

BARRIER FREE CLEARANCE

PA2

PA6

1'-0"

PT3

SCALE:

PA4

PT3

2'-0" 7'-0"

1/2" = 1'-0"

PT3

SCALE:

1/2" = 1'-0"

PA9

6 A-655 TYP

PA6 3'-6"

1'-2 1/2"

1'-0"

2'-3"

8'-0"

2'-0"

2'-6"

2'-0"

1'-0"

TYP

100% CDs REVIEW SET

PA5

1 A-655

REVISIONS REV NO.

ZONE OF GRAB BAR REINFORCEMENT

6'-2"

3'-0" TYP

P6 (BEHIND VANITY)

1'-0" MIN

4 A-655

1'-0" MIN

ZONE OF GRAB BAR REINFORCEMENT

PA10

48"X30" CLEAR FLOOR SPACE

PA10

TYP

2'-10" MAX

3'-0" TYP 1'-8"

2'-0" MIN

P2 2'-10" MAX

4'-0"

1 A-655

PA6 2'-0" MAX

10"

PA9

1'-0" MAX

8'-0"

2'-0" MIN

ZONE OF GRAB BAR REINFORCEMENT

PA6 ZONE OF GRAB BAR REINFORCEMENT

3 A-655

3'-0" TYP

1'-0" MAX

8'-0"

5'-7"

3'-6"

P2 PA11

PA15

2'-0"

A-602

PA5

NURSE CALL DEVICE

1'-6"

8'-0"

4'-0"

PA5

3 5/8"

PA6

1'-0"

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

PA4

PA15

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

BATHROOM (B2) ENLARGED PLAN

6" PA4

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

A-655

PA5 PT3

4'-0" 1

EAST ELEVATION (B2)

1/2" = 1'-0"

PA5

PA2

4 A-655 TYP

SOUTH ELEVATION (B2) SCALE:

1'-5 1/2" VIF

7'-6"

NORTH ELEVATION (B2)

PA2

1'-6"

2'-5"

ZONE OF GRAB BAR REINFORCEMENT

9" B5

1'-3"

PA2

PA6

PIPE INSULATION

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

1'-6"

2'-3"

P2 2'-10" MAX

1 A-655

3'-0" TYP

41"

1'-4 5/8"

4'-0"

3'-5"

3'-0" TYP

4'-0" 3'-0" TYP

41"

3 A-655 TYP

PA9

PA6

1'-8"

3'-6"

1'-3"

2'-0"

PA9

1'-0"

6'-2 1/2"

PA6

48"X30" CLEAR FLOOR SPACE

2'-0"

PA6

W1 1'-0"

PA5

1'-9" VIF

1'-3"

1'-0"

PA10

3'-6"

1'-0" MAX

PA10 1'-6"

8'-0"

1'-6"

ZONE OF GRAB BAR REINFORCEMENT

PA15

8'-0"

2'-0"

PA6

PA11

2'-10"

PA5

A-602

P3 8'-0"

8'-0"

3'-5"

PA15

6'-2 1/2"

4"MAX

NURSE CALL DEVICE

1'-6"

1'-3"

1'-0"

1'-3"

5'-0"

2'-6"

W1 BEHIND VANITY & LAVATORY

PA6 ASC

A-655

BLVD

H ST

ALDRIC

SCALE:

1/2" = 1'-0"

SCALE:

1/2" = 1'-0"

SCALE:

1/2" = 1'-0"

EAST ELEVATION (B1) SCALE:

1/2" = 1'-0"

BATHROOM (B1) ENLARGED PLAN SCALE:

CITY

SOUTH ELEVATION (B1)

CO O P

WEST ELEVATION (B1)

H LO

NORTH ELEVATION (B1)

ASC

1/2" = 1'-0"

AVEN BARTOW

GENERAL NOTE CONTRACTOR TO VERIFY IN FIELD, LOCATION OF

FLOOR

BASE

WALLS

CEILING

REMARKS

SYMBOL

TYPE

VARIES

BATHROOM (TYPE B1)

W1, PT3

PT3

TYPICAL FOR ALL FLOORS

CERAMIC TILE

VARIES

BATHROOM (TYPE B2)

W1, PT3

PT3

TYPICAL FOR ALL FLOORS

B5 W1 SEE SPECS FOR ADDITIONAL INFORMATION

ACCESSORY SCHEDULE SYMBOL

TYPE

VENDOR / MFG.

MODEL #

COLOR / FINISH

KNICKERBOCKER

NEW YORKER

S.S. SATIN

FLOOR MOUNTED TOILET PARTITIONS AND DOORS

PA2

TERRAZZO SHOWER PAN

CREATIVE INDUSTRIES

CUSTOM MODEL

ICE

CUSTOMIZED SINGLE THRESHOLD PRECAST TERRAZZO SHOWER FLOOR

KNICKERBOCKER

REMARKS

ROCA TILE

ORION UNPOLISHED / FM20760311

ANTRACITA UNPOLISHED / 24"X24"

PUBLIC & UNIT BATHROOMS

CERAMIC BASE

ROCA TILE

COLOR COLLECTION / AT 3610

WHITE ICE BRIGHT / 6"X6"

PUBLIC & UNIT BATHROOMS

CERAMIC TILE

ROCA TILE

SUBWAY TILE CC SERIES / U081

WHITE ICE BRIGHT / 2"X8"

GROUT WIDTH: 1/8", PROVIDE 6" X 6" COVE BASE (AT3610), 2"X8" SURFACE BULLNOSE CAP (S4289), AND APPROPRIATE CORNER TILES

SUPER WHITE

APARTMENT WALL & CEILING

APARTMENT PAINT BENJAMIN MOORE

ALL FLOOR DRAIN LOCATIONS FOR SHOWER PAN

E R AV

CIT

COLOR / SIZE

ORDERING, IF DISCREPANCY OCCURS, CONTRACTOR TO NOTIFY ARCHITECT IN WRITING FOR CLARIFICATION.

CONSTRUCTION DOCUMENTS NOTES: 1. NEW DOORS, NEW LINTELS TO RECEIVE PAINT

- REVIEW SET - NOT FOR CONSTRUCTION

WHF

STAINLESS STEEL

3. SEE A-801 FOR REFLECTED CEILING PLAN & DETAILS

DESCRIPTION

TOILET PARTITIONS

URINAL SCREEN

FINISH / MODEL #

2. SEE A-312 FOR DOOR TYPES & DETAILS

PA1

PA3

PT3

VENDOR / MFG.

STE CHE

ROOM NAME

EXISTING WALLS, AND VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR TO VERIFY IN FIELD

ROOM NO.

2050 BARTOW AVENUE

LVD

FINISH LEGEND

N AVE

BAY

FINISH SCHEDULE

SEE SPECS FOR ADDITIONAL INFORMATION

ENUE

TOW

BAR

SEE SPECS FOR ADDITIONAL INFORMATION ETR = EXISTING FINISH TO REMAIN

BARTOW AV

HEAVY DUTY WALL HUNG FLANGE SCREEN

PA4

SHOWER CURTAIN ROD

AMERICAN SPECIALTIES

1214

S.S. SATIN

PA5

TOWEL BAR

MOEN

DN0718 & DN0724

CHROME FINISH

18" TOWEL BAR (DN0718CH) OR 24" TOWEL BAR (DN0724CH)

PA6

GRAB BAR

MOEN

YG07

CHROME FINISH

18" GRAB BAR (YG0718CH), 24" GRAB BAR (YG0724CH), 36" GRAB BAR (YG0736CH), 42" GRAB BAR (YG0742CH)

PA7

SEAT COVER DISPENSER

BOBRICK

B - 4221

S.S. SATIN

WALL MOUNTED SEAT COVER DISPENSER

PA8

TRASH RECEPTACLE

BOBRICK

B - 279

S.S. SATIN

WALL MOUNTED; MOUNT TOP AT 30" AFF

PA9

TOILET PAPER HOLDER (APARTMENT)

BOBRICK

B - 685

BRIGHT (POLISHED) FINISH

WALL MOUNTED; MOUNT TOP AT 20" AFF

PA10

SOAP HOLDER

MOEN

YB3666CH

CHROME FINISH

PA11

TOOTHBRUSH HOLDER

MOEN

YB3644CH

CHROME FINISH

SEE SPECS FOR ADDITIONAL INFORMATION

PLUMBING FIXTURE SCHEDULE SYMBOL

TYPE

VENDOR / MFG.

4. PATCH AND REPAIR WALLS AS REQUIRED WHERE SANITARY PIPING IS REPLACED. REFER TO PLUMBING

MODEL #

COLOR / FINISH

DESCRIPTION

DRAWINGS FOR SANITARY STACK REPLACEMENT INFORMATION.

TOILET (APARTMENT)

AMERICAN STANDARD

2878.100

WHITE

FLOOR-MOUNTED, BACK-OUTLET TOILET, PROVIDE SEAT WITH AMERICAN STANDARD # 5324.019, ADA COMPLIANT

P1A

FLUSHOMETER & TOILET (PUBLIC)

SLOAN

WETS 2450.1301-1.28 ES-S

WHITE

HET FLUSHOMETER & WALL HUNG TOILET, PROVIDE COMPATIBLE IN-WALL CARRIER AND TOILET SEAT, ADA COMPLIANT

LAVATORY (APARTMENT)

DURAVIT

045460

00 WHITE

23 5/8" X 18 1/4", WALL-MOUNTED LAVATORY, ADA COMPLIANT

P2A

LAVATORY (PUBLIC)

TOTO

LT307.8

01 COTTON

20-7/8" X 18", WALL-MOUNTED LAVATORY, ADA COMPLIANT

FAUCET

SYMMONS

SLW-6712-1.5

POLISHED CHROME FINISH

DECK-MOUNTED FAUCET FOR LAVATORIES P2 & P2A

SHOWER SYSTEM

AMERICAN STANDARD

1662.601

CHROME

SHOWER SYSTEM KIT IN ACCESSIBLE APARTMENTS

SHOWER SYSTEM WITH TUB SPOUT

AMERICAN STANDARD

T508.502

CHROME

SHOWER SYSTEM KIT WITH TUB SPOUT IN TYPICAL APARTMENTS

TUB

AMERICAN STANDARD

2390.202 ICH / 2391.202 ICH

WHITE

60"X30" BATH TUB, WITH LEFT HAND OUTLET OR RIGHT HAND OUTLET

PA12

TOILET PAPER HOLDER (PUBLIC)

KIMBERLY CLARK

09608

HIGH-IMPACT PLASTIC

INSIGHT CORELESS TWIN BATH TISSUE DISPENSER

PA13

HAT & COAT HOOK

BOBRICK

B-6827

S.S. SATIN

SURFACE MOUNTED DOUBLE ROBE HOOK

FLUSHOMETER & URINAL

SLOAN

WEUS-1005.1304-0.5 ES-S TMO

WHITE

HEU FLUSHOMETER, OPTIMA ES-S TMO UNIT & WALL HUNG URINAL; PROVIDE IN WALL CARRIER

PA14

NAPKIN DISPOSAL

BOBRICK

B-4354

S.S. SATIN

WALL MOUNTED; MOUNT TOP AT 30" AFF

SINK (ADA)

STAINLESS STEEL SINKS

SLN-ADA-2122-A-GR

STAINLESS STEEL

21 1/4" X 20 1/4" SINK WITH INTEGRAL DRAIN, (3) HOLES ON 4" CENTERS

PA15

MEDICINE CABINET

AMERICAN SPECIALTIES

0953

STAINLESS STEEL

24" X18" STAINLESS STEEL MEDICINE CABINET

FAUCET

SYMMONS

S-23-2

POLISHED CHROME FINISH

FAUCET WITH HOSE AND SPRAY

PA16

SOAP DISPENSER

AMERICAN SPECIALTIES

0347

S.S. SATIN

WALL MOUNTED SOAP DISPENSER

PA17

TOWEL DISPENSER

BOBRICK

B-262

S.S. SATIN

WALL MOUNTED; MOUNT TOP AT 54" AFF

PA18

MIRROR

BOBRICK

B-1556 1824

S. S. POLISHED

24" X18" FRAMELESS STAINLESS STEEL MIRROR

BATH VANITY

DURAVIT

XL6044

M18 WHITE MATT

WALL-MOUNTED VANITY FOR LAVATORY (P2), WITH 1 PULL-OUT COMPARTMENT, COMPARTMENT CONSISTS OF GLASS DIVIDERS AND 2 BOXES (SMALL/LARGE)

UNIT BATHROOMS (TYPE 1 & 2)

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

A-602.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION: 2 1/2" FILLER

4" 5'-5 1/2"

3'-6"

2050 BARTOW AVENUE

1" FILLER 3'-0"

1'-3"

2'-6"

1'-0"

3'-0"

2'-6"

2'-0"

BRONX, NY 10475

PATCH WALL TO MATCH EXISTING AT REMOVED GRILL

PT2

3'-0"

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

6 A-651 FIRE EXTINGUISHER CABINET

REPLACE DOORS & HARDWARE, SEE A-101 FOR DOOR SCHEDULE

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

2'-8"

8'-0"

PT2

QTZ2

3'-8" VIF

EXISTING LIGHTING SWITCH

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

3'-8" VIF

5 A-651

5'-5 1/2"

3'-6"

3'-2 1/2"

1'-3"

1'-6"

2'-0"

5'-10"

AP2

3'-0"

1'-6"

5'-9"

2'-0"

1'-6"

2'-0"

3'-0"

2'-6"

OPEN SPACE UNDER COUNTER TOP & SINK

TENANT WARMING PANTRY NORTH ELEV. SCALE:

1/2" = 1'-0"

TENANT WARMING PANTRY WEST ELEV. SCALE:

AP1

1/2" = 1'-0"

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

2'-0"

HOOD FAN & LIGHT SWITCHES

TENANT WARMING PANTRY EAST ELEV. SCALE:

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

1/2" = 1'-0"

QTZ2

AP1

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

GENERAL NOTE CONTRACTOR TO VERIFY IN FIELD, LOCATION OF EXISTING WALLS, AND VERIFY ALL DIMENSIONS PRIOR TO

109

110 30" WIDE WORK SURFACE REPLACE DOORS & HARDWARE, SEE A-101 FOR DOOR SCHEDULE

CONSTRUCTION. CONTRACTOR TO VERIFY IN FIELD ALL DOOR SIZES FOR REPLACEMENT. CONTRACTOR TO VERIFY IN FIELD ALL WALL LOCATIONS FOR CABINET SIZE ORDERING, IF DISCREPANCY OCCURS, CONTRACTOR TO NOTIFY ARCHITECT IN WRITING FOR CLARIFICATION.

P9 P8

THRESHOLD STRIP TO MATCH NEW FLOORING, SEE DETAIL 9 / A-312

1. REMOVE AND DISPOSE OF ALL EXISTING APPLIANCES, SEE

2'-1" TYP

QTZ2

REV NO. 100% CDs REVIEW SET

2. REMOVE AND DISPOSE OF ALL EXISTING COUNTERTOPS, SEE FINISH SCHEDULE FOR REPLACEMENT COUNTERTOPS

REVISIONS

APPLIANCE SCHEDULE FOR REPLACEMENT APPLIANCES

REPLACE CABINETS & HARDWARE, COUNTERS, APPLIANCES

A-651

NOTES:

3. REMOVE AND DISPOSE OF EXISTING VINYL FLOORING. PREPARE FLOOR TO ACCEPT FLOORING AS SEEN IN FINISH SCHEDULE

PATCH WALL TO MATCH EXISTING AT REMOVED GRILL

4. SEE MEP DRAWINGS AND RCPs FOR ADDITIONAL INFORMATION REGARDING OUTLETS, LIGHTING, ELECTRICAL DEVICES,

P8 TENANT WARMING PANTRY 127

EXHAUSTS, FIRE PROTECTION, ETC.

AP2

5. PATCH AND REPAIR WALLS AS REQUIRED WHERE SANITARY

BLVD

H ST

CITY CO O P

WARMING PANTRY

AVEN BARTOW

7. TYPICAL CABINET PULLS: NOBILIA #183

ALDRIC

6. REMOVE AND DISPOSE OF EXISTING CABINETS IN TENANT

HINGE

H LO

2'-3"

SANITARY STACK REPLACEMENT INFORMATION.

INSTALL DUCTED EXHAUST HOOD ABOVE

3/4" THK HALF DEPTH ADJUSTABLE SHELF W/ P-LAM FINISH

ASC

PIPING IS REPLACED. REFER TO PLUMBING DRAWINGS FOR

ASC

2'-10"

2'-4 1/2"

2'-10"

BARTOW AV

ENUE

8. NEW CABINET, DOOR COLOR: FROSTY WHITE (VENDOR: NOBILIA) 4"

1'-9"

N AVE

2050 BARTOW AVENUE

LVD

BARRIER FREE CLEARANCE

CIT

2'-0" TYP

BAY

STE CHE

E R AV

1'-5"

TOW

BAR

PANTRY SINK DETAIL SCALE:

1" = 1'-0"

PANTRY MILLWORK DETAIL (TYP) SCALE:

1" = 1'-0"

TENANT WARMING PANTRY ENLARGED PLAN SCALE:

1/2" = 1'-0"

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION

KITCHEN APPLIANCE SCHEDULE

SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION ETR = EXISTING FINISH TO REMAIN

FINISH SCHEDULE

SYMBOL

TYPE

VENDOR / MFG.

FINISH / MODEL #

COLOR / SIZE

REMARKS

ROOM NO.

ROOM NAME

FLOOR

BASE

WALLS

CEILING

AP1

REFRIGERATOR

GE APPLIANCES

GYE22HSKSS

STAINLESS STEEL / 35 3/4"W, 70 1/2"H, 31 1/4"D

ENERGY STAR 22.2 CU. FT. COUNTER-DEPTH FRENCH-DOOR REFRIGERATOR

127

TENANT WARMING PANTRY

PT2 / QTZ2

SEE A-801

AP2

ELECTRIC RANGE

GE APPLIANCES

JB450RKSS

STAINLESS STEEL / 30"W, 36 1/2"H, 26 1/4"D

30" FREE-STANDING ELECTRIC RANGE

AP3

RANGE HOOD

BROAN

QSE130SS

STAINLESS STEEL / 30"W, 7 1/4"H, 20"D

30" UNDER CABINET HOOD SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION

FINISH LEGEND SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION

PLUMBING FIXTURE SCHEDULE

REMARKS

SYMBOL

TYPE

VENDOR / MFG.

FINISH / MODEL #

COLOR / SIZE

LUXURY VINYL TILE

INTERFACE

NATURAL WOODGRAINS / 2103009

WASHED MAPLE / 9 7/8" X 39 3/8"

RUBBER BASE

JOHNSONITE

TRADITIONAL TOE

179 STEEL WG / 4"H

SYMBOL

TYPE

VENDOR / MFG.

MODEL #

COLOR / FINISH

DESCRIPTION

KITCHEN SINK (ADA)

STAINLESS STEEL SINKS

SLN-ADA-2122-A-GR

STAINLESS STEEL

21 1/4" X 20 1/4" SINK WITH INTEGRAL DRAIN, (3) HOLES ON 4" CENTERS

PT2

WALL PAINT

BENJAMIN MOORE

DECORATORS WHITE

FAUCET

SYMMONS

S-23-2

POLISHED CHROME FINISH

FAUCET WITH HOSE AND SPRAY

QTZ2

QUARTZ

CAMBRIA

CARRICK / 3/4" THK

TENANT WARMING PANTRY - PLAN, ELEVATIONS, SCHEDULE

REMARKS

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

BACKSPLASH & COUNTER TOP

A-651.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 1'-3"

PT3

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

PLAM

2'-0" PT3

PLAM

PLAM 5'-9"

1'-1"

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025 A-652

PLAM

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

PLAM

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

HOOD FAN & LIGHT SWITCHES

KITCHEN (K1) NORTH ELEVATION SCALE:

1/2"=1'-0"

KITCHEN (K1) WEST ELEVATION

1/2"=1'-0"

SCALE:

KITCHEN (K1) SOUTH ELEVATION SCALE:

KITCHEN (K1) EAST ELEVATION

1/2"=1'-0"

SCALE:

1/2"=1'-0"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

KITCHEN (K1) PLAN

1/2"=1'-0"

SCALE:

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

PT3

1'-0"

PT3

CL 1'-3"

9 A-655

PLAM

PT3

1'-3"

5'-9"

A-652

REVISIONS REV NO. 100% CDs REVIEW SET

1'-3" B4

1'-0"

ASC

1/2"=1'-0"

SCALE:

1/2"=1'-0"

SCALE:

1/2"=1'-0"

H ST

BLVD

SCALE:

KITCHEN (K2) PLAN ALDRIC

SCALE:

1/2"=1'-0"

CITY

KITCHEN (K2) EAST ELEVATION

ASC

H LO

CO O P

1/2"=1'-0"

KITCHEN (K2) SOUTH ELEVATION

AVEN BARTOW

GENERAL NOTE

NOTES:

BARTOW AV

ENUE

SANITARY STACK REPLACEMENT INFORMATION. UE

DOOR SIZES FOR REPLACEMENT. CONTRACTOR TO VERIFY

FINISH SCHEDULE FOR REPLACEMENT COUNTERTOPS 3. REMOVE AND DISPOSE OF EXISTING VINYL FLOORING. PREPARE

IN FIELD ALL WALL LOCATIONS FOR CABINET SIZE ORDERING, IF DISCREPANCY OCCURS, CONTRACTOR TO

FLOOR TO ACCEPT FLOORING AS SEEN IN FINISH SCHEDULE 4. SEE MEP DRAWINGS AND RCPs FOR ADDITIONAL INFORMATION

NOTIFY ARCHITECT IN WRITING FOR CLARIFICATION.

REGARDING OUTLETS, LIGHTING, ELECTRICAL DEVICES, EXHAUSTS, FIRE PROTECTION, ETC. 5. PATCH AND REPAIR WALLS AS REQUIRED WHERE SANITARY PIPING IS REPLACED. REFER TO PLUMBING DRAWINGS FOR

SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION

KITCHEN APPLIANCE SCHEDULE TYPE

VENDOR / MFG.

FINISH / MODEL #

COLOR / SIZE

REMARKS

ROOM NO.

ROOM NAME

FLOOR

BASE

WALLS

CEILING

AP4

REFRIGERATOR

BLOMBERG

BRFT1522SS

STAINLESS STEEL / 27 9/16"W, 67 3/4"H, 24 5/8"D

ENERGY STAR REFRIGERATOR

VARIES

UNIT KITCHEN

PT3 / PLAM

SEE A-801

AP5

GAS RANGE

SUMMIT

TTM23027BKSW

STAINLESS STEEL / 30"W, 44"H, 24"D

30" FREE-STANDING GAS RANGE

AP6

RECIRCULATING RANGE HOOD

BROAN

QT230SS

STAINLESS STEEL / 30"W, 6"H, 17 1/2"D

30" UNDER CABINET HOOD

TYPE K2, K3, K5 AND K6 8. REPLACE EXISTING CABINET DOORS AND HARDWARE IN

LVD YB

7. REFINISH EXTERIOR FACE OF EXISTING CABINETS IN KITCHEN

KITCHEN TYPE K2, K3, K5 AND K6 TO MATCH EXISTING PROFILE, VENEER, AND FINISH 9. TYPICAL CABINET PULLS FOR KITCHEN TYPE K1 AND K4: NOBILIA #183

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

10. NEW CABINET IN ACCESSIBLE KITCHENS (TYPE K1 AND K4), DOOR COLOR: FROSTY WHITE (VENDOR: NOBILIA)

REMARKS

UNIT KITCHENS (TYPE 1 & 2) SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION

FINISH LEGEND SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION

2050 BARTOW AVENUE

SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION ETR = EXISTING FINISH TO REMAIN

FINISH SCHEDULE

SYMBOL

PLUMBING FIXTURE SCHEDULE

KITCHENS (TYPE K1 AND K4)

CIT

2. REMOVE AND DISPOSE OF ALL EXISTING COUNTERTOPS, SEE

N AVE

CONSTRUCTION. CONTRACTOR TO VERIFY IN FIELD ALL

TOW

BAR

APPLIANCE SCHEDULE FOR REPLACEMENT APPLIANCES

WALLS, AND VERIFY ALL DIMENSIONS PRIOR TO

6. REMOVE AND DISPOSE OF EXISTING CABINETS IN ACCESSIBLE

E R AV

CONTRACTOR TO VERIFY IN FIELD, LOCATION OF EXISTING

1. REMOVE AND DISPOSE OF ALL EXISTING APPLIANCES, SEE

STE CHE

SCALE:

KITCHEN (K2) WEST ELEVATION

BAY

KITCHEN (K2) NORTH ELEVATION

SYMBOL

TYPE

VENDOR / MFG.

FINISH / MODEL #

COLOR / SIZE

LUXURY VINYL TILE

INTERFACE

NATURAL WOODGRAINS / A00204

BEECH / 9 7/8" X 39 3/8"

RUBBER BASE

JOHNSONITE

TRADITIONAL TOE

179 STEEL WG / 4"H

SYMBOL

TYPE

VENDOR / MFG.

MODEL #

COLOR / FINISH

DESCRIPTION

KITCHEN SINK (ADA)

STAINLESS STEEL SINKS

SLN-ADA-2122-A-GR

STAINLESS STEEL

21 1/4" X 20 1/4" SINK WITH INTEGRAL DRAIN, (3) HOLES ON 4" CENTERS

PT3

APARTMENT PAINT

BENJAMIN MOORE

FAUCET

SYMMONS

S-23-2

POLISHED CHROME FINISH

FAUCET WITH HOSE AND SPRAY

PLAM

PLASTIC LAMINATE

NOBILIA

TBD

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

REMARKS

SUPER WHITE

APARTMENT WALL & CEILING

TBD

BACKSPLASH & COUNTER TOP

A-652.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE 3/4" FILLER

2'-9"

3'-0"

1'-0"

PT3

2'-6"

8'-0"

PT3

PLAM

1'-6"

OPEN BEYOND

A-653

5'-9"

PLAM

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

1'-3" 1'-6"

8'-0"

PT3

2'-9"

3'-8"

PASS THROUGH

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

9 A-655

1'-3"

PT3

BRONX, NY 10475

2'-6"

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

1'-3"

3'-0"

3'-8" VIF

3'-0"

PLAM 2'-6"

1'-9"

2'-6"

2'-0"

3'-5"

6'-9"

2'-1"

2'-9 3/4"

3'-0"

7'-6"

3'-4"

2'-1"

2'-6"

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

2'-1"

7'-6"

8'-3 3/4" HOOD FAN & LIGHT SWITCHES

KITCHEN (K3) NORTH ELEVATION 1/2" = 1'-0"

SCALE:

1'-6"

KITCHEN (K3) WEST ELEVATION

1/2" = 1'-0"

SCALE:

KITCHEN (K3) SOUTH ELEVATION

SCALE:

1/2" = 1'-0"

1'-0"

KITCHEN (K3) EAST ELEVATION

SCALE:

1" FILLER

2'-9"

2'-6"

2'-8"

1'-4"

KITCHEN (K3) PLAN

1/2" = 1'-0"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

SCALE:

1/2" = 1'-0"

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

1'-0"

1'-3"

PT3

3'-4"MIN

OPEN BEYOND

3'-4"MIN

2'-9"

A-653

OPEN BEYOND CABINET PULL

1'-1"

7'-0"

2'-9"

2'-10"

1'-0"

1'-6"

1'-3"

PT3

1'-3"

1'-0"

1'-6"

PLAM

5'-9"

PLAM

CABINET PULL

REVISIONS 1'-3"

PLAM

REV NO.

2'-10"

3'-0"

100% CDs REVIEW SET

1'-10"

3'-4"

2'-2"

2'-1"

KITCHEN (K4) NORTH ELEVATION SCALE:

3'-5"

2'-0"

7'-6"

7'-4"

1/2" = 1'-0"

KITCHEN (K4) WEST ELEVATION SCALE:

1/2" = 1'-0"

KITCHEN (K4) SOUTH ELEVATION SCALE:

KITCHEN (K4) EAST ELEVATION

1/2" = 1'-0"

SCALE:

1/2" = 1'-0"

KITCHEN (K4) PLAN SCALE:

ASC

1/2" = 1'-0"

H ST

ASC

H LO

CO O P

CITY

ALDRIC

AVEN BARTOW

GENERAL NOTE

NOTES:

BARTOW AV

ENUE

SANITARY STACK REPLACEMENT INFORMATION. UE

DOOR SIZES FOR REPLACEMENT. CONTRACTOR TO VERIFY

FINISH SCHEDULE FOR REPLACEMENT COUNTERTOPS 3. REMOVE AND DISPOSE OF EXISTING VINYL FLOORING. PREPARE

IN FIELD ALL WALL LOCATIONS FOR CABINET SIZE ORDERING, IF DISCREPANCY OCCURS, CONTRACTOR TO

FLOOR TO ACCEPT FLOORING AS SEEN IN FINISH SCHEDULE 4. SEE MEP DRAWINGS AND RCPs FOR ADDITIONAL INFORMATION

NOTIFY ARCHITECT IN WRITING FOR CLARIFICATION.

REGARDING OUTLETS, LIGHTING, ELECTRICAL DEVICES, EXHAUSTS, FIRE PROTECTION, ETC. 5. PATCH AND REPAIR WALLS AS REQUIRED WHERE SANITARY PIPING IS REPLACED. REFER TO PLUMBING DRAWINGS FOR

SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION

KITCHEN APPLIANCE SCHEDULE TYPE

VENDOR / MFG.

FINISH / MODEL #

COLOR / SIZE

REMARKS

ROOM NO.

ROOM NAME

FLOOR

BASE

WALLS

CEILING

AP4

REFRIGERATOR

BLOMBERG

BRFT1522SS

STAINLESS STEEL / 27 9/16"W, 67 3/4"H, 24 5/8"D

ENERGY STAR REFRIGERATOR

VARIES

UNIT KITCHEN

PT3 / PLAM

SEE A-801

AP5

GAS RANGE

SUMMIT

TTM23027BKSW

STAINLESS STEEL / 30"W, 44"H, 24"D

30" FREE-STANDING GAS RANGE

AP6

RECIRCULATING RANGE HOOD

BROAN

QT230SS

STAINLESS STEEL / 30"W, 6"H, 17 1/2"D

30" UNDER CABINET HOOD

TYPE K2, K3, K5 AND K6 8. REPLACE EXISTING CABINET DOORS AND HARDWARE IN

LVD CIT

7. REFINISH EXTERIOR FACE OF EXISTING CABINETS IN KITCHEN

KITCHEN TYPE K2, K3, K5 AND K6 TO MATCH EXISTING PROFILE, VENEER, AND FINISH 9. TYPICAL CABINET PULLS FOR KITCHEN TYPE K1 AND K4: NOBILIA #183

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

10. NEW CABINET IN ACCESSIBLE KITCHENS (TYPE K1 AND K4), DOOR COLOR: FROSTY WHITE (VENDOR: NOBILIA)

REMARKS

UNIT KITCHENS (TYPE 3 & 4) SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION

FINISH LEGEND SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION

2050 BARTOW AVENUE

SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION ETR = EXISTING FINISH TO REMAIN

FINISH SCHEDULE

SYMBOL

PLUMBING FIXTURE SCHEDULE

KITCHENS (TYPE K1 AND K4)

2. REMOVE AND DISPOSE OF ALL EXISTING COUNTERTOPS, SEE

N AVE

CONSTRUCTION. CONTRACTOR TO VERIFY IN FIELD ALL

TOW

BAR

E R AV

APPLIANCE SCHEDULE FOR REPLACEMENT APPLIANCES

WALLS, AND VERIFY ALL DIMENSIONS PRIOR TO

6. REMOVE AND DISPOSE OF EXISTING CABINETS IN ACCESSIBLE

STE CHE

CONTRACTOR TO VERIFY IN FIELD, LOCATION OF EXISTING

1. REMOVE AND DISPOSE OF ALL EXISTING APPLIANCES, SEE

BAY

1'-3"

BLVD

SYMBOL

TYPE

VENDOR / MFG.

FINISH / MODEL #

COLOR / SIZE

LUXURY VINYL TILE

INTERFACE

NATURAL WOODGRAINS / A00204

BEECH / 9 7/8" X 39 3/8"

RUBBER BASE

JOHNSONITE

TRADITIONAL TOE

179 STEEL WG / 4"H

SYMBOL

TYPE

VENDOR / MFG.

MODEL #

COLOR / FINISH

DESCRIPTION

KITCHEN SINK (ADA)

STAINLESS STEEL SINKS

SLN-ADA-2122-A-GR

STAINLESS STEEL

21 1/4" X 20 1/4" SINK WITH INTEGRAL DRAIN, (3) HOLES ON 4" CENTERS

PT3

APARTMENT PAINT

BENJAMIN MOORE

FAUCET

SYMMONS

S-23-2

POLISHED CHROME FINISH

FAUCET WITH HOSE AND SPRAY

PLAM

PLASTIC LAMINATE

NOBILIA

TBD

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

REMARKS

SUPER WHITE

APARTMENT WALL & CEILING

TBD

BACKSPLASH & COUNTER TOP

A-653.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

PT3

BRONX, NY 10475

1'-0"

PT3

1'-0"

2050 BARTOW AVENUE 9 A-655

PLAM

PT3

8'-0"

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

PT3

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

A-654 F1 P8

1'-3"

3'-0"

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

1'-3" B4

3'-5"

2'-1"

PLAM

2'-0"

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

7'-6"

KITCHEN (K5) NORTH ELEVATION SCALE:

1/2"=1'-0"

KITCHEN (K5) EAST ELEVATION SCALE:

1/2"=1'-0"

KITCHEN (K5) SOUTH ELEVATION

SCALE:

1/2"=1'-0"

2'-6"

KITCHEN (K5) WEST ELEVATION SCALE:

1/2"=1'-0"

KITCHEN (K5) PLAN

SCALE:

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

1/2"=1'-0"

2'-9"

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

PT3 PT3

PT3

PLAM P8 1'-3"

9'-4"

1'-6"

2'-9"

9'-4"

3'-8"

PASS THROUGH

PT3

2'-6"

1'-3"

9 A-655

OPEN BEYOND

REVISIONS

P9 5'-9"

REV NO. 100% CDs REVIEW SET

PLAM

3'-0"

3'-8" VIF

3'-0"

1'-3" B4

7'-6"

KITCHEN (K6) NORTH ELEVATION

1/2" = 1'-0"

7'-9" HOOD FANS & LIGHT SWITCHES

KITCHEN (K6) WEST ELEVATION SCALE:

3'-5"

2'-1"

1/2" = 1'-0"

7'-6" ASC

KITCHEN (K6) SOUTH ELEVATION SCALE:

2'-0"

KITCHEN (K6) WEST ELEVATION

1/2" = 1'-0"

SCALE:

1/2"=1'-0"

KITCHEN (K6) PLAN SCALE:

H ST

ALDRIC

1/2"=1'-0"

ASC

SCALE:

2'-9"

AVEN BARTOW

GENERAL NOTE

NOTES:

BARTOW AV

ENUE

SANITARY STACK REPLACEMENT INFORMATION. UE

DOOR SIZES FOR REPLACEMENT. CONTRACTOR TO VERIFY

FINISH SCHEDULE FOR REPLACEMENT COUNTERTOPS 3. REMOVE AND DISPOSE OF EXISTING VINYL FLOORING. PREPARE

IN FIELD ALL WALL LOCATIONS FOR CABINET SIZE ORDERING, IF DISCREPANCY OCCURS, CONTRACTOR TO

FLOOR TO ACCEPT FLOORING AS SEEN IN FINISH SCHEDULE 4. SEE MEP DRAWINGS AND RCPs FOR ADDITIONAL INFORMATION

NOTIFY ARCHITECT IN WRITING FOR CLARIFICATION.

REGARDING OUTLETS, LIGHTING, ELECTRICAL DEVICES, EXHAUSTS, FIRE PROTECTION, ETC. 5. PATCH AND REPAIR WALLS AS REQUIRED WHERE SANITARY PIPING IS REPLACED. REFER TO PLUMBING DRAWINGS FOR

SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION

KITCHEN APPLIANCE SCHEDULE TYPE

VENDOR / MFG.

FINISH / MODEL #

COLOR / SIZE

REMARKS

ROOM NO.

ROOM NAME

FLOOR

BASE

WALLS

CEILING

AP4

REFRIGERATOR

BLOMBERG

BRFT1522SS

STAINLESS STEEL / 27 9/16"W, 67 3/4"H, 24 5/8"D

ENERGY STAR REFRIGERATOR

VARIES

UNIT KITCHEN

PT3 / PLAM

SEE A-801

AP5

GAS RANGE

SUMMIT

TTM23027BKSW

STAINLESS STEEL / 30"W, 44"H, 24"D

30" FREE-STANDING GAS RANGE

AP6

RECIRCULATING RANGE HOOD

BROAN

QT230SS

STAINLESS STEEL / 30"W, 6"H, 17 1/2"D

30" UNDER CABINET HOOD

TYPE K2, K3, K5 AND K6 8. REPLACE EXISTING CABINET DOORS AND HARDWARE IN

LVD CIT

7. REFINISH EXTERIOR FACE OF EXISTING CABINETS IN KITCHEN

KITCHEN TYPE K2, K3, K5 AND K6 TO MATCH EXISTING PROFILE, VENEER, AND FINISH 9. TYPICAL CABINET PULLS FOR KITCHEN TYPE K1 AND K4: NOBILIA #183

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

10. NEW CABINET IN ACCESSIBLE KITCHENS (TYPE K1 AND K4), DOOR COLOR: FROSTY WHITE (VENDOR: NOBILIA)

REMARKS

UNIT KITCHENS (TYPE 5 & 6) SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION

FINISH LEGEND SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION

2050 BARTOW AVENUE

SEE SPECS / CUT SHEETS FOR ADDITIONAL INFORMATION ETR = EXISTING FINISH TO REMAIN

FINISH SCHEDULE

SYMBOL

PLUMBING FIXTURE SCHEDULE

KITCHENS (TYPE K1 AND K4)

2. REMOVE AND DISPOSE OF ALL EXISTING COUNTERTOPS, SEE

N AVE

CONSTRUCTION. CONTRACTOR TO VERIFY IN FIELD ALL

TOW

BAR

E R AV

APPLIANCE SCHEDULE FOR REPLACEMENT APPLIANCES

WALLS, AND VERIFY ALL DIMENSIONS PRIOR TO

6. REMOVE AND DISPOSE OF EXISTING CABINETS IN ACCESSIBLE

STE CHE

CONTRACTOR TO VERIFY IN FIELD, LOCATION OF EXISTING

1. REMOVE AND DISPOSE OF ALL EXISTING APPLIANCES, SEE

BAY

2'-6"

BLVD

7'-9"

2'-6"

2'-1"

CITY

3'-4"

2'-1"

CO O P

2'-6"

2'-9"

H LO

2'-6"

SYMBOL

TYPE

VENDOR / MFG.

FINISH / MODEL #

COLOR / SIZE

LUXURY VINYL TILE

INTERFACE

NATURAL WOODGRAINS / A00204

BEECH / 9 7/8" X 39 3/8"

RUBBER BASE

JOHNSONITE

TRADITIONAL TOE

179 STEEL WG / 4"H

SYMBOL

TYPE

VENDOR / MFG.

MODEL #

COLOR / FINISH

DESCRIPTION

KITCHEN SINK (ADA)

STAINLESS STEEL SINKS

SLN-ADA-2122-A-GR

STAINLESS STEEL

21 1/4" X 20 1/4" SINK WITH INTEGRAL DRAIN, (3) HOLES ON 4" CENTERS

PT3

APARTMENT PAINT

BENJAMIN MOORE

FAUCET

SYMMONS

S-23-2

POLISHED CHROME FINISH

FAUCET WITH HOSE AND SPRAY

PLAM

PLASTIC LAMINATE

NOBILIA

TBD

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

REMARKS

SUPER WHITE

APARTMENT WALL & CEILING

TBD

BACKSPLASH & COUNTER TOP

A-654.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 WALL TYPE VARIES

CERAMIC WALL TILE (SEE FINISH SCHEDULE)

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

CONTINUOUS 6" X 16 GA STL. REINFORCEMENT SECURED TO WALL STUDS

3'-4" A.F.F

METAL OR WOOD STUD BLOCKING

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

11/4" O.D. GRAB BAR, MOUNTING HEIGHT 36" A.F.F. 1 1/2" 2 3/4"

3 1/4" FLANGE COVER, MOUNTING FLANGE EXPANSION WITH BOLTED TO THE WALL EXISTING WALL

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

WALL TYPE VARIES

PASS-THRU AT APARTMENT KITCHEN SCALE:

3" = 1'-0"

(TYPICAL FOR ALL KITCHEN TYPES )

GRAB BAR SECTION DETAIL SCALE:

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

3" = 1'-0"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404 1 1/4" THICK PANEL

CERAMIC WALL TILE (SEE FINISH SCHEDULE)

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

PILASTER BASE COVER CERAMIC FLOOR TILE (SEE FINISH SCHEDULE) 1" MIN.

EXISTING WALL

WALL TYPE VARIES

3 1/4" FLANGE COVER, MOUNTING FLANGE BOLTED TO THE WALL

1 1/2"

2 3/4"

1 1/4"

11/4" O.D. GRAB BAR, MOUNTING HEIGHT 36" A.F.F.

SEE FINISH SCHEDULE

EXISTING CONCRETE

TYPICAL APARTMENT KITCHEN CABINET SECTION SCALE:

1" = 1'-0"

(KITCHEN TYPES K1 AND K4)

GRAB BAR PLAN DETAIL

SCALE:

TOILET PARTITION FLOOR SECTION DTL. SCALE:

REVISIONS REV NO.

3" = 1'-0"

100% CDs REVIEW SET

WALL TYPE VARIES

CERAMIC WALL TILE (SEE FINISH SCHEDULE)

EXISTING WATER RESISTANT GYPSUM WALLBOARD

EXISTING WALL

1/4' SHIM SPACE FLEXIBLE SEALANT

ASC

H ST

BLVD

CEMENT OR FIBER-CEMENT BACKER BOARD

ALDRIC

CITY

WALL CHANNEL BRACKET

ASC

H LO

TUB UNIT OR PREFABRICATED SHOWER PAN (SEE PLUMBING FIXTURE SCHEDULE)

CO O P

1 1/4" THICK PANEL

CERAMIC WALL TILE (SEE FINISH SCHEDULE)

WALL TYPE VARIES

SHIM AS REQUIRED

AVEN BARTOW

BARTOW AV

ENUE

EXISTING WALL UE

TOW

BAR

N AVE

3" = 1'-0"

SCALE:

3" = 1'-0"

CIT OP CO

E R AV

STE CHE

SCALE:

TILE DETAIL AT TUB OR SHOWER PAN

BAY

TOILET PARTITION PLAN DTL.

LVD

2050 BARTOW AVENUE

CONSTRUCTION DOCUMENTS

WALL TYPE VARIES

- REVIEW SET - NOT FOR CONSTRUCTION CERAMIC WALL TILE (SEE FINISH SCHEDULE) EXISTING WALL

CERAMIC BASE TILE (SEE FINISH SCHEDULE) SEALANT JOINT CERAMIC FLOOR TILE (SEE FINISH SCHEDULE)

BATHROOM AND KITCHEN DETAILS EXISTING CONCRETE

TYPICAL APT. KITCHEN CABINET REFURBISHMENT SCALE:

1" = 1'-0"

(KITCHEN TYPES K2,K3,K5 AND K6)

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

TYPICAL CERAMIC TILE BASE DETAIL SCALE:

3" = 1'-0"

A-655.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475

LIVING / DINING 234

BEDROOM 235

LIVING / DINING / STUDIO 238

LIVING / DINING 241

BEDROOM 242

BEDROOM 245

LIVING / DINING 246 ACCESSIBLE FLOORS 2-6

LIVING / DINING 249

BEDROOM 250

LIVING / DINING / STUDIO 253 ACCESSIBLE FLOORS 2-6

LIVING / DINING 256

BEDROOM 257

BEDROOM 260

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

LIVING / DINING 261

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025 K3(SIMILAR) 233

UP B1 236

K2 239

DN B1 237

STAIR 1

B2 244

K3 240

K4 247

B1 243

B1 251

K3 248

B2 252

K1 254

K3 255

DN B1 258

UP STAIR 2

B1 259

K3(SIMILAR) 262

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

LEGEND DUPLEX RECEPTACLE

HALL 201

K3(SIMILAR) 232

B1 229

HALL 201

B1 228

K3 225

B1 222

K2 224

B1 221

K2 219

HALL 201

JAN 215

K5 218

ELEV 1

K5 210

ELEV 2

B1 216

APPLIANCE RECEPTACLE

B1 206

K3 209

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

SINGLE RECEPTACLE 20A, 125 V FOR AC UNIT

B1 205

K3(SIMILAR) 202

SINGLE RECEPTACLE 15A, 125 V FLOOR MACHINE RECEPTACLE

B1 212

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

SPLIT WIRE SWITCHED RECEPTABLE GROUND FAULT INTERRUPTER

LIVING / DINING 231

BEDROOM 230

BEDROOM 227

LIVING / DINING 226

LIVING / DINING / STUDIO 223

LIVING / DINING / STUDIO 220

LIVING / DINING 217

BEDROOM 214

BEDROOM 213

LIVING / DINING 211

LIVING / DINING 208

BEDROOM 207

BEDROOM 204

LIVING / DINING 203

ELDERLY ALARM SYSTEM PULL CORD 20A, 125V QUADRUPLEX RECEPTACLE - FLUSH WALL MOUNTED (NEMA 5-20R)

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

NEW SWITCH

TYPICAL FLOOR POWER PLAN SCALE:

REVISIONS

1/8" = 1'-0"

REV NO. 100% CDs REVIEW SET

BEDROOM 104

BEDROOM 105

SUPERINTENDENTS L/D 108

LIVING / DINING 112

H ST

ALDRIC

STAIR 2

STAIR 1

BLVD

BEDROOM 111

CITY

WORKSHOP 139

CO O P

ELECTRICAL 138

ASC

BOILER ROOM 130

MAINTENANCE 137

VESTIBULE 101

METER ROOM 132

CORRIDOR 110

TENANT OFFICE 103

H LO

CORRIDOR 131

AVEN BARTOW

BARTOW AV

ENUE

TOW

WOMEN'S TOILET 135

JANITOR 107

K3(SIMILAR) 114

CIT

B1 113

CORRIDOR 126

CORRIDOR 134

FIRE PUMP ROOM 140

LOBBY 102

K6 109

B1 106

E R AV

CLOSET 136

LVD

2050 BARTOW AVENUE

STE CHE

N AVE

BAY

MEN'S TOILET 133

BAR

RECYCLING 115

CONSTRUCTION DOCUMENTS ELEV 1

ELEC 124

ELEV 2

K2 122

B1 120

B1 119

- REVIEW SET - NOT FOR CONSTRUCTION K3(SIMILAR) 116

LAUNDRY 129 COMMUNITY ROOM 128 TENANT WARMING PANTRY 127

BUILDING STORAGE 123 COMPACTOR ROOM 125

LIVING / DINING / STUDIO 121

BEDROOM 118

LIVING / DINING 117

GROUND AND TYPICAL FLOOR POWER PLANS DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

GROUND FLOOR POWER PLAN SCALE:

A-701.00

1/8" = 1'-0"

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200 K

REPLACE PARKING LOT POLE LIGHT HEADS (TYP)

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

REPLACE PARKING LOT POLE LIGHT HEADS (TYP)

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340 184'-7 5/8"

REPLACE EXTERIOR LIGHTING WALL PACK SYSTEM (TYP) J

J 124'-0" LOT

REVISIONS REV NO.

57'-3 5/8"

100% CDs REVIEW SET

LIGHTING FIXTURE SCHEDULE

LSI (XWM-3-LED-03-30-UE-BRZ-IMS) 3000K 120/277V 29W

J POLE LIGHT HEAD

REPLACE EXTERIOR LIGHTING WALL PACK SYSTEM (TYP)

H ST

ALDRIC

ASC

H LO

LSI (XALM-FT-LED-SS-30-UE-BRZ-IMS-IL) 3000K 120/277V 154W

ASC

BLVD

EXTERIOR WALL MOUNTED LIGHT

CITY

CO O P

MFG. (MODEL NUMBER) LAMP - VOLTAGE - WATTAGE

LOT

TYPE

203'-6"

SYMBOL

AVEN BARTOW

NOTES

BARTOW AV

ENUE

TOW

BAR

N AVE

U.O.N. ALL RECEPTACLES, EXIT SIGNS, ETC. TO BE INSTALLED AT

SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION. CO

E R AV STE CHE

EXISTING LOCATIONS.

BAY

CIT

LVD

2050 BARTOW AVENUE

REPLACE EXTERIOR POLE LIGHT HEADS (TYP)

L 0" 4'-

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

REPLACE EXTERIOR POLE LIGHT HEADS (TYP)

125'-4" LOT

SITE LIGHTING PLAN

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

SITE LIGHTING PLAN SCALE:

A-800.00

1/16"=1'-0"

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

LIGHTING & CEILING FIXTURES SCHEDULE SYMBOL

TYPE 2'X4' LED SIDE LIGHT RECESSED TROFFER

BEDROOM 245

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

LIVING / DINING 246 ACCESSIBLE FLOORS 2-6

LIVING / DINING 249

CONCEAL WIRING IN SWITCH WALL (TYP.)

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

BEDROOM 250

LIVING / DINING / STUDIO 253 ACCESSIBLE FLOORS 2-6

LIVING / DINING 256

1'-6"

BEDROOM 257

BEDROOM 260

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

2'X4' LED SIDE LIGHT RECESSED A EM TROFFER WITH EMERGENCY BATTERY

LIVING / DINING 261 8'-0"

BEDROOM 242

1'-6"

1'-6" 1'-6"

12'-0"

LIVING / DINING 241

12'-0"

CONCEAL WIRING IN SWITCH WALL (TYP.)

LIVING / DINING / STUDIO 238

1'-6"

12'-0"

8'-0"

BEDROOM 235

8'-0"

LIVING / DINING 234

1'-6"

8'-0"

1'-6"

12'-0"

1'-6"

K2 239

UPSTAIRDN

B1 236

K4 247

B1 243 B

HALL 201

K3 248

B2 244

B1 237

B EM

K3 240

B EM

B1 251

B EL. 8'-0"

3 A-501

B EM

HALL 201

5'-8" VIF

4' LED LIGHTING WITH EMERGENCY BATTERY

K1 254

K3(SIMILAR) 262

DN UP STAIR 2

B1 258

DIFFUSED LED LIGHTING

B1 259

5'-8" VIF

K2 224

B1 221

K2 219

B1 216

K5 218

B1 212

ELEV 1

BEDROOM 227

LIVING / DINING 226

LIVING / DINING / STUDIO 223

LIVING / DINING 217

1'-6" 1'-6"

BEDROOM 214

1'-6" 1'-6"

B1 205

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

LIVING / DINING 211

1'-6"

LIVING / DINING 208

BEDROOM 207

BEDROOM 204

LIVING / DINING 203

SCALE:

KENALL (MOS-18-MW-TA-20L40K-DV-LEL) 4000K 120/277V 20W

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

LDPI (380LED-S-5-2L-4-UNV1-P) 5000K 120/277V 29W LITELINE (SLM4-27-SL) 2700K 120/277V 9W

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

HEAD: LITELINE (BLANK-ATF7509-3038-WH) 3000K 120/277V 8.5W TRACK: LITELINE (ATK-06/08/12-WH) LIVE END: LITELINE (ATKP09-WH)

EXISTING 4' SURFACE MOUNTED LINEAR FLUORESCENT FIXTURE WITH T12 LAMPS (WITH EMERGENCY BATTERY )

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

EXISTING WALL MOUNTED VANITY FIXTURE

1'-6" 1'-6"

1'-6"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

EXISTING SURFACE MOUNTED INCANDESCENT LIGHT

TYPICAL REFLECTED CEILING PLAN

K3(SIMILAR) 202

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

BEDROOM 213

LSI (884-LED-SS-WW-UE-EM) 3500K 120/277V 29W

EXISTING 4' SURFACE MOUNTED LINEAR FLUORESCENT FIXTURE WITH T12 LAMPS

CONCEAL WIRING IN SWITCH WALL (TYP.)

LIVING / DINING / STUDIO 220

B1 206

K3 209

K5 210

12'-0"

BEDROOM 230

8'-0"

LIVING / DINING 231

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

TRACK LIGHTING (8.5W LED TRACK HEAD, TRACK LENGTH VARIES, REF TO PLAN ON THIS SHEET)

ELEV 2

12'-0"

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

12'-0"

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

ELEVATOR LIGHT (4" ROUND LED RECESS RETROFIT)

12'-0"

K3 225

B1 222

B EM

4'-3" VIF

K3(SIMILAR) 232

B1 228

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

B EM

HALL 201

B1 229

4' SURFACE MOUNTED LED LIGHTING (MOUNT ON EXIST. JUNCTION BOX)

B EM

JAN 215

K3 255

B2 252

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

LSI (SLI24-LED-SS-WW-UE-EM) 3500K 120/277V 45W

5" X48" SURFACE MOUNTED LED LIGHT KENALL WITH EMERGENCY BATTERY (MLHA5-48-SP-MW-PP-1-45L35K-DCC-DV-LEL) (MOUNT ON EXIST. JUNCTION BOX) 3500K 120/277V 45W

B EM

C EM

K3(SIMILAR) 233

BRONX, NY 10475

LSI (SLI24-LED-SS-WW-UE) 3500K 120/277V 45W

KENALL 5" X48" SURFACE MOUNTED LED LIGHT (MLHA5-48-SP-MW-PP-1-45L35K-DCC-DV) (MOUNT ON EXIST. JUNCTION BOX) 3500K 120/277V 45W

CONCEAL WIRING IN SWITCH WALL (TYP.)

2050 BARTOW AVENUE

MFG. (MODEL NUMBER) LAMP - VOLTAGE - WATTAGE

1/8" = 1'-0"

EXIT SIGN

EVENLITE (SOV-EM-R-XX-WH-XX-XX) - 120/277V 2.5W

EXIT SIGN (8" HIGH LETTERS)

EVENLITE (SOV-EM-NR-XX-WH-XX-XX) - 120/277V 2.5W

2'X4' ACOUSTIC CEILING TILES & GRIDS

CEILING MOUNTED DISCHARGE CASSETTE

TILE: ARMSTRONG OPTIMA OPEN PLAN ITEM #3257 GRID: ARMSTRONG SILHOUETTE XL 9/16" BOLT SLOT SPLINE WITH 1/8" REVEAL. REF MECH. DWGS

REVISIONS REV NO.

NEW WALL MOUNTED SWITCH

100% CDs REVIEW SET

WALL MOUNTED SMOKE / CO DETECTOR WALL MOUNTED SMOKE / CO DETECTOR WITH PROVISION FOR STROBE LTG

4'-0

ALIGN

ALIGN 5'-8" VIF

3 A-501

4'-3" VIF A EM

A EM

2'-0"

EL. 8'-1"

ALIGN

A EM EQ

A EQ

TENANT WARMING PANTRY 127

A EM

AEM

A EQ

SPRINKLER HEAD-PENDANT TYPE

REF SPRINKLER DWGS

SPRINKLER HEAD-SIDE WALL TYPE

REF SPRINKLER DWGS

AVEN BARTOW

REF SPRINKLER DWGS

SPRINKLER PIPE

REF SPRINKLER DWGS

BAR

ENUE

N AVE

CIT

LVD

2050 BARTOW AVENUE

E R AV BAY

STE CHE

5'-0" EL. 7'-6"

RECYCLING 115

B1 120

RE-INSTALL ALL EXISTING SECURITY CAMERAS AT NEW CEILINGS.

ALL EXISTING LIGHTING FIXTURES EXCEPT WITHIN APARTMENTS, ARE TO BE RE-LAMPED

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

AND RE-BALLASTED AS REQUIRED.

B1 119

K3(SIMILAR) 116

SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

U.O.N. ALL RECEPTACLES, EXIT SIGNS, ETC. TO BE INSTALLED AT EXISTING LOCATIONS.

CONCEAL ALL WIRING FROM NEW FIXTURES TO EXISTING SWITCHES. RUN WIRING AS DISCRETELY AS POSSIBLE. PATCH AND REPAIR EXISTING WALLS AND CEILING AS REQUIRED.

LIVING / DINING / STUDIO 121 CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

BEDROOM 118

LIVING / DINING 117

PATCH AND REPAIR EXISTING WALLS, FLOORS AND CEILINGS AND PREP FOR FINISHES ALL UNITS AS INDICATED ON FINISH SCHEDULES, DAMAGED FROM SELECTIVE DEMOLITION, OR FROM INSTALLATION OF NEW WORK.

A EL. 8'-1"

1'-6" 1'-6"

GROUND AND TYPICAL FLOOR REFLECTED CEILING PLANS DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

GROUND REFLECTED CEILING PLAN SCALE:

BARTOW AV

TOW

SPRINKLER HEADEXTEND COVERAGE TYPE

BLVD

REF SPRINKLER DWGS, IF LOCATED IN ACT, CENTER IN TILE

CITY

SPRINKLER HEAD-CONCEALED TYPE

H ST

ALDRIC

CO O P

REF SPRINKLER DWGS, IF LOCATED IN ACT, CENTER IN TILE

SPRINKLER HEADHIGH TEMPERATURE-225F

H LO

6'-0"

ASC

NOTES

BUILDING STORAGE 123

COMPACTOR ROOM 125 ELEV 2

ELEV 1

COMMUNITY ROOM 128

K2 122

8'-4 1/2"

EL. 8'-1"

A EM

ELEC 124

13'-0"

A LAUNDRY 129

EL.+/- 9'-4" B.O.SLAB

A EM

8'-0"

1 A-807

CORRIDOR A EM 126

EL. 7'-6"

A A EM

K6 109

A EM

EL.+/- 9'-4" B.O.SLAB

4'-0

K3(SIMILAR) 114

JANITOR 107

CONCEAL WIRING IN SWITCH WALL (TYP.)

STAIR 2

6'-0"

HEIGHT OF FINISHED FLOOR TO EXISTING CONCRETE CEILING/BEAM

LIVING / DINING 112

B1 113

B1 106

EL.+/- X'-X" B.O.SLAB

ASC

5'-0" 8'-0"

CORRIDOR 110

ALIGN

A EM

BEDROOM 111 EQ EQ

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

LOBBY 102

EQ EL. 8'-1"

ELECTRICAL 138

CORRIDOR 134

SUPERINTENDENTS L/D 108

CLOSET 136

EL. 8'-1"

BEDROOM 105

BEDROOM 104

WOMEN'S TOILET 135

EQ EQ

A EM

1'-6"

HEIGHT OF FINISHED FLOOR TO FINISHED CEILING

FIRE PUMP ROOM 140 RELOCATE EXISTING LIGHT FIXTURE

EL. X'-X"

A EL. 8'-1"

EL. 8'-1"

1'-6"

5'-0"

EQ UP

MEN'S TOILET 133

EL. 8'-1"

6'-6"

1'-6"

TENANT OFFICE 103

ALIGN

10'-0"

STAIR 1

9'-0"

EQ EQ

8'-0"

EQ WORKSHOP A 139

2'-0"

VESTIBULE 101

BOILER ROOM 130

MAINTENANCE 137

METER ROOM 132

9'-0"

5'-0"

9'-0"

5'-0"

CORRIDOR 131

1/8" = 1'-0"

A-801.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

LIGHTING & CEILING FIXTURES SCHEDULE SYMBOL

TYPE 2'X4' LED SIDE LIGHT RECESSED TROFFER

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

LIVING / DINING 746

LIVING / DINING 749

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

BEDROOM 750

CONCEAL WIRING IN SWITCH WALL (TYP.)

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

LIVING / DINING / STUDIO 753

LIVING / DINING 756

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

BEDROOM 757

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

BEDROOM 760

2'X4' LED SIDE LIGHT RECESSED A EM TROFFER WITH EMERGENCY BATTERY

LIVING / DINING 761

8'-0"

BEDROOM 745

1'-6"

12'-0"

BEDROOM 742 12'-0"

LIVING / DINING 741

1'-6"

1'-6" 1'-6"

8'-0"

LIVING / DINING / STUDIO 738

1'-6"

12'-0"

1'-6"

8'-0"

BEDROOM 735

8'-0"

LIVING / DINING 734 CONCEAL WIRING IN SWITCH WALL (TYP.)

1'-6"

12'-0"

1'-6"

K3(SIMILAR) 733

B1 736

K2 739

B1 737

DN UP STAIR 1

K3 740

B1 743

K3 748

K4 747

B2 744

B1 751

4' LED LIGHTING WITH EMERGENCY BATTERY

C EM

K3 755

B2 752

DN UP STAIR 2

B1 758

EL. 8'-0"

K3(SIMILAR) 762

B1 759

DIFFUSED LED LIGHTING 4' SURFACE MOUNTED LED LIGHTING (MOUNT ON EXIST. JUNCTION BOX)

B EM

HALL 701

EL. 7'-6"

EL.+/- 8'-9" B.O.SLAB

B EM

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

BEDROOM 730

BEDROOM 727

LIVING / DINING 726

B1 721

B1 722

1'-6" 1'-6"

B1 716 ELEV 1

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

LIVING / DINING / STUDIO 723

K5 718

K2 719

LIVING / DINING / STUDIO 720

LIVING / DINING 717

K5 710

1'-6" 1'-6"

1'-6"

BEDROOM 713

K3 709

B1 706

ELEVATOR LIGHT (4" ROUND LED RECESS RETROFIT)

TRACK LIGHTING (8.5W LED TRACK HEAD, TRACK LENGTH VARIES, REF TO PLAN ON THIS SHEET)

B1 705

K3(SIMILAR) 702

LSI (884-LED-SS-WW-UE-EM) 3500K 120/277V 29W KENALL (MOS-18-MW-TA-20L40K-DV-LEL) 4000K 120/277V 20W

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

LDPI (380LED-S-5-2L-4-UNV1-P) 5000K 120/277V 29W LITELINE (SLM4-27-SL) 2700K 120/277V 9W

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

HEAD: LITELINE (BLANK-ATF7509-3038-WH) 3000K 120/277V 8.5W TRACK: LITELINE (ATK-06/08/12-WH) LIVE END: LITELINE (ATKP09-WH)

EXISTING 4' SURFACE MOUNTED LINEAR FLUORESCENT FIXTURE WITH T12 LAMPS

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

LIVING / DINING 711

LIVING / DINING 708

BEDROOM 707

BEDROOM 704

LIVING / DINING 703

EXISTING 4' SURFACE MOUNTED LINEAR FLUORESCENT FIXTURE WITH T12 LAMPS (WITH EMERGENCY BATTERY )

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

EXISTING WALL MOUNTED VANITY FIXTURE

1'-6" 1'-6"

1'-6"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

EXISTING SURFACE MOUNTED INCANDESCENT LIGHT

7TH FLOOR REFLECTED CEILING PLAN SCALE:

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

B EM

B1 712 ELEV 2

BEDROOM 714

HALL 701

5'-8" VIF

CONCEAL WIRING IN SWITCH WALL (TYP.) 12'-0"

LIVING / DINING 731

K2 724

K3 725

12'-0"

CONCEAL WIRING IN CLOSET CEILING AND SWITCH WALL (TYP.)

B1 728

8'-0"

B1 729

B EM

4'-3" VIF

JAN 715

K3(SIMILAR) 732

5'-8" VIF

3 A-501

12'-0"

HALL 701

12'-0"

B EM

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD

LSI (SLI24-LED-SS-WW-UE-EM) 3500K 120/277V 45W

5" X48" SURFACE MOUNTED LED LIGHT KENALL WITH EMERGENCY BATTERY (MLHA5-48-SP-MW-PP-1-45L35K-DCC-DV-LEL) (MOUNT ON EXIST. JUNCTION BOX) 3500K 120/277V 45W

B EM

K1 754

BRONX, NY 10475

LSI (SLI24-LED-SS-WW-UE) 3500K 120/277V 45W

KENALL 5" X48" SURFACE MOUNTED LED LIGHT (MLHA5-48-SP-MW-PP-1-45L35K-DCC-DV) (MOUNT ON EXIST. JUNCTION BOX) 3500K 120/277V 45W

CONCEAL WIRING IN SWITCH WALL (TYP.)

2050 BARTOW AVENUE

MFG. (MODEL NUMBER) LAMP - VOLTAGE - WATTAGE

1/8" = 1'-0"

EXIT SIGN

EVENLITE (SOV-EM-R-XX-WH-XX-XX) - 120/277V 2.5W

EXIT SIGN (8" HIGH LETTERS)

EVENLITE (SOV-EM-NR-XX-WH-XX-XX) - 120/277V 2.5W

2'X4' ACOUSTIC CEILING TILES & GRIDS

CEILING MOUNTED DISCHARGE CASSETTE

EXISTING SLAB

TILE: ARMSTRONG OPTIMA OPEN PLAN ITEM #3257 GRID: ARMSTRONG SILHOUETTE XL 9/16" BOLT SLOT SPLINE WITH 1/8" REVEAL. REF MECH. DWGS

REVISIONS REV NO.

NEW WALL MOUNTED SWITCH

EXISTING HOT AND COLD WATER PIPES

100% CDs REVIEW SET

WALL MOUNTED SMOKE / CO DETECTOR WALL MOUNTED SMOKE / CO DETECTOR WITH PROVISION FOR STROBE LTG

REF SPRINKLER DWGS, IF LOCATED IN ACT, CENTER IN TILE

SPRINKLER HEAD-PENDANT TYPE

REF SPRINKLER DWGS

MAIN BEAM (9/16" BOLT SLOT SPLINE WITH 1/8" REVEAL)

SPRINKLER HEAD-SIDE WALL TYPE

REF SPRINKLER DWGS

H ST

Y BL VD

SPRINKLER HEAD-CONCEALED TYPE

ALDRIC

BARTOW

TOW

SPRINKLER HEADEXTEND COVERAGE TYPE

REF SPRINKLER DWGS

SPRINKLER PIPE

REF SPRINKLER DWGS

P CIT

REF SPRINKLER DWGS, IF LOCATED IN ACT, CENTER IN TILE

CO O

SPRINKLER HEADHIGH TEMPERATURE-225F

WIRE CLIP

BAR

AVENUE

BARTOW

AVENUE

NUE

AVE

2050 BARTOW AVENUE

BAY

STE CHE

R AV

ACOUSTICAL CEILING AS SCHEDULED

YB LVD

CROSS TEE (9/16" BOLT SLOT SPLINE WITH 1/8" REVEAL) WALL MOLDING

CIT

EXISTING 1/ 1/2" STEEL CARRIER CHANNELS AT 4'-0" O.C. MAXIMUM

ASC

HEIGHT OF FINISHED FLOOR TO EXISTING CONCRETE CEILING/BEAM

EL.+/- X'-X" B.O.SLAB

H LO

EXISTING 1/4" DIA. STEEL ROD 4'-0" O.C MAXIMUM SPACING EACH WAY

HEIGHT OF FINISHED FLOOR TO FINISHED CEILING

ASC

EXISTING FACE OF FINISHED WALL

EL. X'-X"

NOTES

TYPICAL ACOUSTICAL CEILING DETAIL SCALE:

3" = 1'-0"

RE-INSTALL ALL EXISTING SECURITY CAMERAS AT NEW CEILINGS.

ALL EXISTING LIGHTING FIXTURES EXCEPT WITHIN APARTMENTS, ARE TO BE RE-LAMPED

1 5/8" METAL STUDS

SEE ELECTRICAL DRAWINGS FOR ADDITIONAL INFORMATION.

U.O.N. ALL RECEPTACLES, EXIT SIGNS, ETC. TO BE INSTALLED AT EXISTING LOCATIONS.

CONCEAL ALL WIRING FROM NEW FIXTURES TO EXISTING SWITCHES. RUN WIRING AS

EXISTING SPRINKLER PIPING

GWB SOFFIT DETAIL AT LOBBY & CORRIDOR SCALE:

3" = 1'-0"

5/8" GYP. BOARD

- REVIEW SET - NOT FOR CONSTRUCTION

AND RE-BALLASTED AS REQUIRED.

ACOUSTICAL CEILING AS SCHEDULED ACOUSTICAL CEILING AS SCHEDULED

CONSTRUCTION DOCUMENTS

DISCRETELY AS POSSIBLE. PATCH AND REPAIR EXISTING WALLS AND CEILING AS REQUIRED. 6.

PATCH AND REPAIR EXISTING WALLS, FLOORS AND CEILINGS AND PREP FOR FINISHES ALL UNITS AS INDICATED ON FINISH SCHEDULES, DAMAGED FROM SELECTIVE DEMOLITION, OR FROM INSTALLATION OF NEW WORK.

7TH FLOOR REFLECTED CEILING PLAN & CEILING DETAILS DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

A-807.00 21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION: TENANT SAFETY PLAN

GENERAL NOTES

2050 BARTOW AVENUE

BRONX, NY 10475

6. 7. 8.

6. 7.

8. 9. 10.

LOCAL LAW #58/87 NOTES (RESIDENTIAL PROJECTS) 1. 2. 3.

PROPOSED WORK TO COMPLY WITH ALL APPLICABLE REQUIREMENTS OF LOCAL LAW #58/87 FOR HANDICAPPED ACCESS. CONTROLS AND OPERATING MECHANISMS SHALL BE OPERABLE WITH ONE HAND AND SHALL NOT REQUIRE TIGHT GRASPING, PINCHING OR TWISTING OF THE WRIST, AS PER RS 4-6, 4.25.2. ACCESIBLE ROUTES TO BE PROVIDED BETWEEN NEW FACILITIES, PROVIDING A MINIMUM OF 36 INCHES OF WIDTH ALONG THE ACCESIBLE ROUTE AS PER RS 4-6, 4.3.1, AND A MINIMUM OF 32 INCHES OF WIDTH AT DOORWAYS, AS PER RS 4-6, 4.13.5.

11. 12.

ENUE V A W O T BAR

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

2050 BARTOW AVENUE BLOCK: 5141 LOT: 1045 EXISTING 7 STORY RESIDENTIAL BUILDING

SITE PLAN

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

Boiler Schedule Relief Valve Setting 125 PSI

I.B.R. net 1084

Operating Pressure 45 PSI

Operating Weight 815 lbs.

Dimensions 78.5" X 29.3" X 41.5" H

Miscellaneous Outside temp sensor pump controller ASME pressure relief, Hi-limit, dual low water cut-offs operating and limiting aqustats & pres./temp gauges as req'd.

Indirect Water Heater Schedule Manufacturer # Tanks Model# Gallon Capacity Heat Transfer Area Dimensions Ship Weight TURBOMAX 2 T-109 119 58.9 sq. ft. 29"dia.x72.75"H 555 lbs

FRESH AIR LOUVER AREA CALCULATION H.W. BOILER INPUT = 1,500,000 x 2 = 3,000,000 BTUH TOTAL INPUT = 3,000,000 BTUH REQUIRED LOUVER AREA = 3,9000,000/4,000 = 750 SQ. INCHES LOUVER LOSS FACTOR = 0.9 REQUIRED LOUVER AREA 750 / 0.9 = 833.33 SQ. INCHES INSTALLED LOUVER = 960 SQ. INCHES

NOTE: UNIT IS INSTANTANEOUS ELECTRIC WITH HEAT TRANSFER EFFICIENCY OF 99% PER MANU.

BOILER ROOM KEY NOTES: B1

SPECIAL INSPECTIONS REQUIRED (TR-1): 1.HEATING SYSTEM. 2. FIRE RESISTANT PENETRATIONS AND JOINTS.

H.W. BOILER-HEATING 85.1% EFFICIENT (2) LAARS PENNANT #PNCH-1500 1,500,000 BTUH INPUT EACH 1.275,000 BTUH OUTPUT EACH W/ INTEGRAL 1/2HP PUMP WEIGHT: 815 LBS. EACH DIM: 78.5" X 29.3" X 41.5" H EACH OPERATING PRESSURE 45 PSI EACH RELIEF VALVE SET AT 125 PSI EACH ON 4" CONC. PAD MEA#136-03-E VOL II

REVISIONS REV NO.

NEW CONCRETE PAD

B5 B10

B2 PIPING INSULATION NOTES: 1. ALL SERVICE WATER PIPING SHALL BE THERMALLY INSULATED AS PER TABLE 6.8.3A.

(2) TURBOMAX MODEL#T-109 INDIRECT HOT WATER TANK 0N 4" CONC. PAD 119 GAL. CAPACITY EACH DIM: 29" DIA. X 67.5" H 555 LBS. SHIP WT.

2 HOUR CONSTRUCTION @ PARTITIONS AND CEILING IN BOILER ROOM

CLASS A FIRE EXTINGUISHER

HEATING CIRCULATING PUMPS (ONE SPARE) ARMSTRONG MODEL#4308 1208-005.0 W/ VFD DRIVES AND PREMIUM EFFICIENCY MOTORS

SERVICE WATER HEATING CONTROL NOTES (7.4.4): 1. HOT WATER STORAGE TEMPERATURE SHALL BE MAX 120°F UNLESS OTHERWISE REQUIRED BY MANUFACTURER. 2. IF ANY HEAT TRACE IS PROVIDED, THEY SHALL BE ON TIME SWITCHES PER 7.4.4.2 FOR WHEN HEAT TRACE IS NOT REQUIRED. 3. MAXIMUM WATER TEMP AT POINT OF USE SHALL BE NO HIGHER THAN 110°F FOR PUBLIC LAVATORIES PER 7.4.4.3. 4. RECIRCULATING PUMPS USED TO MAINTAIN STORAGE TANK TEMPERATURE SHALL BE EQUIPPED WITH CONTROLS LIMITING OPERATION TO A PERIOD FROM THE START OF THE HEATING CYCLE TO A MAXIMUM OF 5 MINUTES AFTER THE END OF THE HEATING CYCLE.

COMMISSIONING NOTE: HVAC SYSTEM SHALL BE COMMISSIONED AS PER REQUIRED BY ASHRAE 90.1 SECTION 6.7.2.4. SEE SPECIFICATIONS FOR COMMISSIONING REQUIREMENTS AS TOTAL HEATING OUTPUT IS 2,550,000 BTUH

STAIR 1

HEAT DETECTOR AND CARBON MONOXIDE DETECTOR

EMERGENCY DISCONNECT SWITCH FOR BOILERS.

B10

Table C403.2.3 (5) Boilers, Minimum Efficiency Requirements

B11

BTUH RATING

UNIT DESIGNATION

DESIGN TEMPERATURE

MINIMUM EFFICIENCY

DESIGN EFFICIENCY B12

1,500,000 BTUH

BOILER 1

1,500,000 BTUH

BOILER 2

HOT WATER - 120°F

82% THERMAL

85.1% THERMAL

HOT WATER - 120°F

82% THERMAL

85.1% THERMAL

NEW TYPE 'B' VENT

NO CHANGE TO USE EGRESS OR OCCUPANCY

B13

B14

12"Ø

12"Ø 18"Ø

12X12 C.O.

ASC HL

DEMOLITION NOTES: SEE DRAWING M-001.00

H ST

ALDRIC

CITY

NOTE: INSULATE ALL PIPING IN BOILER ROOM WITH 1-1/2" FIBERGLAS WITH ZESTON FITTINGS

B14

NOTE: PROVIDE VIBRATION PAD FOR BOILERS

B2 INTERLOCK W/BOILERS

DOMESTIC HW EXPANSION TANK

H CO

N AVE TOW BAR

AVEN BARTOW

BARTOW AV ENUE

2050 BARTOW AVENUE

NEW CONCRETE PAD

CONSTRUCTION DOCUMENTS REVIEW SET - NOT FOR CONSTRUCTION

EXPANSION TANK (TYPICAL FOR 2) ARMSTRONG MODEL #AX-120V 67 GALLONS 24"DIA. X 44" H. WT: 225 LBS HOT WATER RECIRC. PUMP 1/3 HP BRONZE CIRCULATOR PREMIUM NEMA EFFICIENT MOTOR

1-1/2 HOUR RATED DOOR SELF CLOSING

HELPERN ARCHITECTS

COMBUSTION AIR LOUVER TURBOMAX PUMPS (ONE SPARE) ARMSTRONG MODEL#E 24.2, PREMIUM EFFICIENCY MOTORS. BAROMETRIC DAMPER

2ND FLOOR

SEQUENCE OF OPERATION

CH BAY

BLV D

CONTROL PANELS TEKMAR MODEL#274 W/NIGHT SETBACK AND OUTDOOR TEMPERATURE CONTROL RESET AND (2) TEKMAR #132 PUMP SEQUENCERS

100% CDs REVIEW SET

CONNECT TO EXISTING VERTICAL CHIMNEY

OP H LO ASC

IIB

AIR/DIRT SEPARATOR CALEFFI MODEL #NA548082A WITH INSULATION.

09-22-2017

B13

REVISIONS

B10

BOILER ROOM 130

B11

DATE

PC ITY

1.HVAC AND SERVICE WATER HEATING EQUIPMENT. 2. HVAC AND SERVICE WATER HEATING SYSTEM CONTROLS. 3. MAINTENANCE INFORMATION . 4. HEATING INSULATION AND SEALING.

3'-4" X 2'-0" FRESH AIR LOUVER W/BIRDSCREEN & FD

B12

CO O

ENERGY CODE PROGRESS INSPECTIONS REQUIRED (TR-8):

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

VE ER A

Location Boiler Room

Output BTUH 1,275,000

EST

Location No. of boilers Manufacturer Model # MEA# EFFICIENCY Input BTUH Boiler Rm. 2 LAARS (Pennant) PNCH-1500 136-03-E VOL II 85.1% 1,500,000

BLVD

SCOPE OF WORK: INSTALLATION OF NEW BOILERS AT THE GROUND FLOOR. NO CHANGE IN USE, EGRESS OR OCCUPANCY PROPOSED UNDER THIS APPLICATION. ALL WORK SHALL CONFORM TO THE REQUIREMENTS OF THE NEW YORK CITY BUILDING CODE. FIRE DEPARTMENT REGULATIONS, UTILITY COMPANY REQUIREMENTS, AND THE BEST TRADE PRACTICES. BEFORE COMMENCING WORK, THE CONTRACTOR SHALL FILE ALL REQUIRED CERTIFICATES OF INSURANCE WITH THE DEPARTMENT OF BUILDINGS, OBTAIN ALL REQUIRED PERMITS, AND PAY ALL FEES REQUIRED BY GOVERNING NEW YORK CITY AGENCIES. THE CONTRACTOR SHALL VERIFY ALL EXISTING CONDITIONS IN THE FIELD PRIOR TO COMMENCING WORK, AND SHALL REPORT ANY DISCREPANCIES BETWEEN DRAWINGS AND FIELD CONDITIONS TO THE ARCHITECT. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT NECESSARY FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE INCLUDED AS IF THEY WERE INDICATED ON THE DRAWINGS. THE CONTRACTOR SHALL COORDINATE ALL WORK PROCEDURES WITH REQUIREMENTS OF LOCAL AUTHORITIES AND BUILDING MANAGEMENT THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL DESIGN AND INSTALL ADEQUATE SHOORING AND BRACING FOR ALL STRUCTURAL OR REMOVAL TASKS. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE OR INJURIES CAUSED BY OR DURING THE EXECUTION OF THE WORK. THE CONTRACTOR SHALL LAY OUT HIS OWN WORK, AND SHALL PROVIDE ALL DIMENSIONS REQUIRED FOR OTHER TRADES (PLUMBING, ELECTRICAL, ETC.). PLUMBING AND ELECTRICAL WORK SHALL BE PERFORMED BY PERSONS LICENSED IN THEIR TRADES, WHO SHALL ARRANGE FOR AND OBTAIN INSPECTIONS AND REQUIRED SIGN OFFS. THE CONTRACTOR SHALL DO ALL CUTTING, PATCHING, REPAIRING AS REQUIRED TO PERFORM ALL OF THE WORK INDICATED ON THE DRAWINGS, AND ALL OTHER WORK THAT MAY BE REQUIRED TO COMPLETE THE JOB. ALL PIPING AND WIRING SHALL BE REMOVED TO A POINT OF CONCEALMENT AND SHALL BE PROPERLY CAPPED OR PLUGGED. THE CONTRACTOR, UPON COMPLETION OF THE WORK, SHALL ARRANGE FOR THE DEPARTMENT OF BUILDINGS AND SIGNOFFS AS REQUIRED.

CO O P

GENERAL: ALL WORK TO BE DONE IN ACCORDANCE WITH THE NEW YORK CITY BUILDING CODE, ARTICLE 19, AND REGULATIONS OF ALL OTHER AGNECIES HAVGIN JURISDICTION. STRUCTURAL: CONTRACTOR TO PROVIDE ADEQUATE TEMPORARY BRACING AND SHORING WHEREVER ANY STRUCTURAL WORK IS INVOLVED. MEANS OF EGRESS: ALL ESITING MEANS OF EGRESS FOR TENANTS OF THE BUILDING TO BE MAINTAINED CLEAR AND FREE OF ALL OBSTRUCTIONS, SUCH AS BUILDING MATERIALS, TOOLS, ETC. FIRE SAFETY: ALL BUILDING MATERIALS STORED AT CONSTRUCTION AREA, AND/OR IN ANY AREA OF THE BUILDING ARE TO BE SECURED IN A LOCKED AREA. ACCESS TO SUCH AREAS TO BE CONTROLLED BY OWNER AND/OR GENERAL CONTRACTOR. DUST CONTROL: DEBRIS, DIRT, AND DUST TO BE KEPT TO A MINIMUM, AND BE CONFINED TO THE IMMEDIATE CONSTRUCTION AREA; AND BE CLEANED UP AND CLEARED FROM BUILDING PERIODICALLY TO AVOID ANY EXCESSIVE ACCUMLATION. NOISE AFTER HOURS: CONSTRUCTION OPERATIONS WILL BE CONFINED TO NORMAL WORKING HOURS: 8 A.M. TO 5 P.M., MONDAYS THROUGH FRIDAYS, EXCEPT LEGAL HOLIDAYS. CONSTRUCTION OPERATIONS WILL NOT INVOLVE INTERUPTION OF HEATING, WATER, OR ELECTRICAL SERVICES TO OTHER TENANTS OF THE BUILDING. CONSTRUCTION WORK WILL BE CONFINED TO THE PROPOSED CONSTRUCTION FLOOR. CONTRACTOR WILL LIMIT TO THE MINIMAL, THE AMOUNT OF DUST, DIRT, OR OTHER SUCH INCONVENIENCES CREATED TO ALL OTHER AREAS WITHIN THE BUILDING. THERE WILL BE NO ONE OCCUPYING THE PROP0SED CONSTRUCTION AREA TO BE RENOVATED DURING THE COURSE OF CONSTRUCTION WORK.

HEATING CONTROLS PROVIDED WITH OUTDOOR RESET OPERATION TO SHUT OFF PUMPS WHEN SYSTEM IS NOT IN USE

PART GROUND FLOOR PLAN 1/4"=1'-0"

MECHANICAL BOILER PLAN

3" 3" 3"

GROUND FLOOR BOILER BOILER 1500 CFH 1500 CFH INPUT INPUT

EXISTING TWIN SET GAS METER (RESIDENTIAL) 101 RANGES @65 CFH INPUT EA. 5 DRYERS @62.5 CFH INPUT EA. 6877.5 CFH INPUT TOTAL

GAS SERVICE CONTROL CURB BOX W/SHUT-OFF VALVE VALVE - 2 FT FROM STREET LINE GAS SERVICE & SIZE AS PER CON EDISON GAS METER (HEATING) 2 BOILERS @ 1500 CFH INPUT EA. 3000 CFH INPUT TOTAL

BOILER HEATING CONTROL Provide a Tekmar or approved equal by Heatimer controller which shall regulate the firing of the boilers..

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: YL/PJ PJ CHK BY: DWG NO.:

Controller shall sequence boilers to maintain hot water circulating supply temperature scheduled in accordance with outdoor temperatures. Control set points shall be adjustable. Provide night setback and morning pickup control. Provide pump start control with outdoor sensor set at 60°F (adjustable).

PROFESSIONAL STATEMENT PER ECC14 101.5.3.1 & 1 RCNY §5000-01(e)(1): TO THE BEST OF MY KNOWLEDGE, BELIEF, AND PROFESSIONAL JUDGEMENT, THESE PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH THE 2014 NYCECC VIA APPLICATION OF ASHRAE 90.1-2010 AS MODIFIED BY APPENDIX A

BL-001.00 DOB DRAWING NO.

GAS CONNECTION DIAGRAM

DRAWING NO. 1 of 1

NOT TO SCALE

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 17.1 SEER 8.2 HSPF

IIC IIC1

ENERGY ANALYSIS COMMERCIAL BUILDING CLIMATE ZONE 4A

17.1 SEER

13.0 SEER AS PER ASHRAE 90.1 TABLE 6.8.1.5

HEATING

8.2 HSPF

7.7 HSPF AS PER ASHRAE 90.1 TABLE 6.8.1.5

HEAT PUMP AIR COOLED AHU/ ACC-2 ROOF

COOLING

17.1 SEER

13.0 SEER AS PER ASHRAE 90.1 TABLE 6.8.1.5

HEATING

8.2 HSPF

7.7 HSPF AS PER ASHRAE 90.1 TABLE 6.8.1.5

HEAT PUMP AIR COOLED AHU/ ACC-3 ROOF

COOLING

17.1 SEER

13.0 SEER AS PER ASHRAE 90.1 TABLE 6.8.1.5

HEATING

8.2 HSPF

7.7 HSPF AS PER ASHRAE 90.1 TABLE 6.8.1.5

HEAT PUMP AIR COOLED AHU/ ACC-4 ROOF

COOLING

17.1 SEER

13.0 SEER AS PER ASHRAE 90.1 TABLE 6.8.1.5

HEATING

8.2 HSPF

7.7 HSPF AS PER ASHRAE 90.1 TABLE 6.8.1.5

IIC2

Duct Location Unconditioned Spaceb

Indirectly Conditioned Spacec

Buried

IIC3

Heating-Only Ducts 1, 2

none

R-3.5

none

R-3.5

none

none R-3.5

R-6

R-3.5

none

R-6

R-3.5

none

R-3.5

R-8

R-6

none

R-3.5

none

R-3.5

R-8

R-6

none

R-6

none

R-6

R-8

R-3.5

none

R-3.5

R-6

R-3.5

none

R-3.5

R-6

R-3.5

R-1.9

none

SEAL ALL LONGITUDINAL AND TRANSVERSE JOINTS, SEAMS AND CONNECTIONS WITH MASTIC

DUCTWORK (SEALING)

Cooling-Only Ducts

NOTES: 1. ALL SPLIT SYSTEM DAIKIN HEAT PUMP EQUIPMENT IS FOR USE UNDER MEA # 102-04 VOL 6 ACCEPTED. 2. ALL HVAC EQUIPMENT SHALL BE PROVIDED WITH CHANGEOVER THERMOSTATS THAT PREVENT SIMULTANEOUS HEATING AND COOLING AS PER ASHRAE 90.1 SECTION 6.5.2.

R-3.5

R-6

R-1.9

none

5, 6

R-3.5

R-1.9

R-3.5

R-1.9

none

7, 8

R-1.9

none

1 to 8

R-3.5

none

DUCTWORK (INSULATION)

"TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THIS PLANS AND SPECIFICATIONS ARE IN COMPLIANCE WITH 2016 NEW YORK CITY ENERGY CONSERVATION CODE AND THE ASHRAE 90.1 - 2010 EDITION

Return Ducts R-3.5

R-3.5

none

a Insulation R-values, measured in (h·ft2·°F)/Btu, are for the insulation as installed and do not include film resistance. The required minimum thicknesses do not consider water vapor trans-

TABLE II - PROGRESS INSPECTIONS FOR ENERGY CODE COMPLIANCE - COMMERCIAL BUILDING

mission and possible surface condensation. Where exterior walls are used as plenum walls, wall insulation shall be as required by the most restrictive condition of Section 6.4.4.2 or Section 5. Insulation resistance measured on a horizontal plane in accordance with ASTM C518 at a mean temperature of 75°F at the installed thickness. b Includes crawlspaces, both ventilated and nonventilated. c Includes return air plenums with or without exposed roofs above.

TABLE 6.8.2B

TR-1 PROGRESS INSPECTIONS TO BE FILED FOR THE FOLLOWING:

Minimum Duct Insulation R-Value,a Combined Heating and Cooling Supply Ducts and Return Ducts

Climate Zone

Exterior

Ventilated Attic

Unvented Attic Above Insulated Ceiling

R-6

R-8

R-3.5

IIB

Unvented Attic with Roof Insulationa

Unconditioned Spaceb

Indirectly Conditioned Spacec

Buried

R-3.5

none

R-3.5

R-6

R-3.5

none

R-3.5

R-6

R-3.5

none

R-3.5

R-6

R-3.5

none

R-3.5

R-6

R-1.9

R-3.5

none

R-3.5

R-8

R-6

R-1.9

R-3.5

none

R-3.5

R-8

R-6

R-1.9

R-3.5

none

R-3.5

R-8

R-1.9

R-6

none

R-6

IIB2

IIB3

IIB4

Return Ducts 1 to 8

R-3.5

none

a Insulation R-values, measured in (h·ft2·°F)/Btu, are for the insulation as installed and do not include film resistance. The required minimum thicknesses do not consider water vapor trans-

b Includes crawlspaces, both ventilated and nonventilated. c Includes return air plenums with or without exposed roofs

above.

ANSI/ASHRAE/IES Standard 90.1-2010 (I-P Edition)

TABLE 6.8.3A Minimum Pipe Insulation Thickness Heating and Hot Water Systemsa,b,c,d (Steam, Steam Condensate, Hot Water Heating and Domestic Water Systems) Fluid Operating Temperature Range (°F) and Usage

Insulation Conductivity Conductivity Btu·in./(h·ft2·°F)

Mean Rating Temperature, °F

IIB5

Nominal Pipe or Tube Size (in) <1

1 to <1-1/2

1-1/2 to <4 4 to <8

IIC1 - ELECTRICAL METERING IIC2 - LIGHTING IN DWELLING UNITS IIC3 - INTERIOR LIGHTING POWER IIC4 - EXTERIOR LIGHTING IIC5 - LIGHTING CONTROLS

b c d e

>350 F

0.32–0.34

250

4.5

251 F–350 F

0.29–0.32

200

3.0

201 F–250 F

0.27–0.30

150

2.5

141 F–200 F

0.25–0.29

125

1.5

105 F–140 F

0.22–0.28

100

1.0

OUTDOOR AIR INTAKES AND EXHAUST OPENING

AS REQUIRED DURING INSTALLATION

APPROVED CONSTRUCTION DOCUMENTS

502.4.4; ASHRAE 90.1 - 6.4.3.4

HVAC AND SERVICE WATER HEATING EQUIPMENT

PRIOR TO FINAL PLUMBING AND CONSTRUCTION INSPECTION

APPROVED CONSTRUCTION DOCUMENTS

503.2, 504.2, 504.7; ASHRAE 90.1 - 6.3, 6.4.1, 6.4.2, 6.8; 7.4, 7.8

HVAC SYSTEM CONTROLS AND ECONOMIZERS AND SERVICE HOT WATER SYSTEM CONTROLS (ECONOMIZER NOT REQUIRED VRF EXEMPTION SEE COMCHECK)

AFTER INSTALLATION AND PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION, EXCEPT THAT FOR CONTROLS WITH SEASONALLY DEPENDENT FUNCTIONALLY, SUCH TESTING SHALL BE PERFORMED BEFORE SIGN-OFF FOR ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY

APPROVED CONSTRUCTION DOCUMENTS

DUCT, PLENUM AND PIPING INSULATION AND SEALING

AFTER INSTALLATION AND PRIOR TO CLOSING SHAFTS, CEILING AND WALLS.

APPROVED CONSTRUCTION DOCUMENTS

5.0

4.0

4.5

2.5

3.0

1.5

2.0

1.0

1.5

503.2.4, 503.2.5.1, 503.2.11, 503.3, 503.4, 504.3, 504.6, 504.7; ASHRAE 90.1 - 6.3, 6.4.6.5, 6.7.2.4; 7.4.4, 7.4.5

Fluid Operating Temperature Range (°F) and Usage

Conductivity Btu·in./(h·ft2·°F)

Mean Rating Temperature, °F

40 F–60 F

0.21–0.27

0.5

1.0

<40 F

0.20–0.26

0.5

1.0

1.5

1-1/2 to <4

4 to <8

b c d

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

LIGHTING CONTROLS: EACH TYPE OF REQUIRED LIGHTING CONTROLS, INCLUDING:

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

07(c)(3)(v)(C)4

APPROVED CONSTRUCTION DOCUMENTS

IIA

505.6; ASHRAE 90.1 - 9.4.4, 9.4.5; 1RCNY §101-

Periodic (minimum)

APPROVED CONSTRUCTION DOCUMENTS, INCLUDING CONTROL SYSTEM NARRATIVES

505.2, 505.2.2.2; ASHRAE 90.1 - 9.4.1, 9.4.1.2, 1RCNY §10107(c)(3)(v)(C)4

REVISIONS REV NO.

DATE

REVISIONS

09-22-2017

100% CDs REVIEW SET

Reference Standard (See ECC Chapter 6) or Other Criteria

H ST

ALDRIC

IID

ECC or Other Citation

IIA2

Insulation placement and R-values: Installed insulation for each component of the conditioned space envelope and at junctions between components shall be visually inspected to ensure that the R-values are marked, that such R-values conform to the R-values identified in the construction documents and that the insulation is properly installed. Certifications for unmarked insulation shall be similarly visually inspected.

As required to verify continuous enclosure while walls, ceilings and floors are open

Approved construction documents

C303.1, C303.1.1, C303.1.2, C402.1, C402.2; ASHRAE 90.1 -5.5, 5.6 or 11; 5.8.1

IIA3

Fenestration thermal U-factor and product ratings: U-factors, SHGC and VT values of installed fenestration shall be visually inspected for conformance with the Ufactors, SHGC and VT values identified in the construction drawings by verifying the manufacturer’s NFRC labels or, where not labeled, using the ratings in ECC Tables C303.1.3(1), (2) and (3).

As required during installation

Approved construction documents; NFRC 100, NFRC 200

C303.1, C303.1.3, C402.3; ASHRAE 90.1 –5.5; 5.6 or 11; 5.8.2

Fenestration air leakage: Windows and sliding or swinging door assemblies, except site-built windows and/or doors, shall be visually inspected to verify that installed assemblies are listed and labeled by the manufacturer to the referenced standard. For curtain wall, storefront glazing, commercial entrance doors and revolving doors, the testing reports shall be reviewed to verify that the installed assembly complies with the standard cited in the approved plans.

As required during installation; prior to final construction inspection

NFRC 400, AAMA/WDMA/CSA 101/I.S.2/A440 ASTM E283; ANSI/DASMA 105

C402.4.3; ASHRAE 90.1 -5.4.3.2

IIA5

Fenestration areas: Dimensions of windows, doors and skylights shall be verified by visual inspection.

Prior to final construction inspection

Approved construction documents

C402.3; ASHRAE 90.1 - 5.5.4.2, 5.6 or 11

IIA6

Air Sealing and insulation - visual inspection: Openings and penetrations in the building envelope, including site-built fenestration and doors, shall be visually inspected to verify that a continuous air barrier around the envelope forms an air-tight enclosure. The progress inspector shall visually inspect to verify that materials and/or assemblies have been tested and meet the requirements of the respective standards, or that the building is tested and meets the requirements of the standard, in accordance with the standard(s) cited in the approved plans.

As required during construction

Approved construction documents; ASTM E2178, ASTM E2357, ASTM E1677, ASTM E779, ASTM E283.

C402.4; ASHRAE 90.1 - 5.4.3.1

IIA4

1. ALL SERVICE WATER PIPING SHALL BE THERMALLY INSULATED AS PER TABLE 6.8.3A. 2. ALL REFRIGERANT PIPING SHALL BE THERMALLY INSULATED AS PER TABLE 6.8.3B. 3. ALL HVAC PIPING SHALL BE THERMALLY INSULATED AS PER TABLE 6.8.3B.

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

07(c)(3)(v)(C)4

Envelope Inspections (BASED ON TABLE 2, RCNY 5000-01) Inspection/Test

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

ASC HL

PROGRESS INSPECTIONS FOR ENERGY CODE COMPLIANCE COMMERCIAL BUILDINGS

≥8

For insulation outside the stated conductivity range, the minimum thickness (T) shall be determined as follows: T = r{(1 + t/r)K/k – 1} where T = minimum insulation thickness (in.), r = actual outside radius of pipe (in.), t = insulation thickness listed in this table for applicable fluid temperature and pipe size, K = conductivity of alternate material at mean rating temperature indicated for the applicable fluid temperature (Btu·in./h·ft2·°F); and k = the upper value of the conductivity range listed in this table for the applicable fluid temperature. These thicknesses are based on energy efficiency considerations only. Issues such as water vapor permeability or surface condensation sometimes require vapor retarders or additional insulation. For direct-buried cooling system piping, insulation is not required. The table is based on steel pipe. Non-metallic pipes schedule 80 thickness or less shall use the table values. For other non-metallic pipes having thermal resistance greater than that of steel pipe, reduced insulation thicknesses are permitted if documentation is provided showing that the pipe with the proposed insulation has no more heat transfer per foot than a steel pipe of the same size with the insulation thickness shown in the table.

ANSI/ASHRAE/IES Standard 90.1-2010 (I-P Edition)

EXTERIOR LIGHTING: INSTALLED LIGHTING SHALL BE VERIFIED FOR COMPLIANCE WITH SOURCE EFFICACY AND/ OR THE LIGHTING POWER ALLOWANCE BY VISUAL INSPECTION OF FIXTURES, LAMPS, BALLASTS AND TRANSFORMERS.

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

503.2.7, 503.2.8, 504.5; ASHRAE 90.1 - 6.3, 6.4.4.2, 6.8.2, 6.8.3, 7.4.3

TABLE II

Insulation Thickness (in)

505.5; ASHRAE 90.1 - 9.1, 9.2, 9.5, 9.6; 1RCNY §101-

SHALL BE VERIFIED BY VISUAL INSPECTION AND TESTED FOR FUNCTIONALITY AND PROPER OPERATION.

IID1

Nominal Pipe or Tube Size (in) 1 to <1-1/2

APPROVED CONSTRUCTION DOCUMENTS

occupant sensors, manual interior lighting controls, light-reduction controls, automatic lighting shut-off, day light zone controls, sleeping unit controls, exterior lighting controls

TABLE 6.8.3B Minimum Pipe Insulation Thickness Cooling Systems (Chilled Water, Brine, and Refrigerant)a,b,c

IID1 - MAINTENANCE INFORMATION

COMMISSIONING NOTE:

IIC5

ALL DUCTWORK JOINTS SHALL BE SEALED WITH LIQUID DUCT SEALANT 2" WC PRESSURE CLASSIFICATION SEAL CLASS A

For insulation outside the stated conductivity range, the minimum thickness (T) shall be determined as follows: T = r{(1 + t/r)K/k – 1}where T = minimum insulation thickness (in.), r = actual outside radius of pipe (in.), t = insulation thickness listed in this table for applicable fluid temperature and pipe size, K = conductivity of alternate material at mean rating temperature indicated for the applicable fluid temperature (Btu·in./h·ft2·°F); and k = the upper value of the conductivity range listed in this table for the applicable fluid temperature. These thicknesses are based on energy efficiency considerations only. Additional insulation is sometimes required relative to safety issues/surface temperature. For piping smaller than 1½” and located in partitions within conditioned spaces, reduction of these thicknesses by 1” shall be permitted (before thickness adjustment required in footnote a) but not to thicknesses below 1”. For direct-buried heating and hot water system piping, reduction of these thicknesses by 1.5” shall be permitted (before thickness adjustment required in footnote a) but not to thicknesses below 1”. The table is based on steel pipe. Non-metallic pipes schedule 80 thickness or less shall use the table values. For other non-metallic pipes having thermal resistance greater than that of steel pipe, reduced insulation thicknesses are permitted if documentation is provided showing that the pipe with the proposed insulation has no more heat transfer per foot than a steel pipe of the same size with the insulation thickness shown in the table.

Insulation Conductivity

PIPING INSULATION NOTES:

5.0

ECC OR OTHER CITATION

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

≥8

Insulation Thickness (in)

IIB2 - DAMPERS INTEGRAL TO BUILDING ENVELOPE IIB3 - HVAC AND SERVICE WATER HEATING EQUIPMENT IIB4 - HVAC AND SERVICE WATER HEATING SYSTEM CONTROLS IIB5 - DUCT, PLENUM AND PIPING INSULATION AND SEALING

REFERENCE STANDARD (SEE ECC CHAPTER 6) OR OTHER CRITERIA

MECHANICAL AND SERVICE WATER HEATING INSPECTIONS

MECHANICAL SYSTEMS BC 1704.16 FIRE RESISTANT PENETRATIONS AND JOINTS BC 1704.27

TR-8 PROGRESS INSPECTIONS TO BE FILED FOR THE FOLLOWING:

PERIODIC (MINIMUM)

INSPECTION/ TEST

Supply Ducts

BC 109.3.5

TR-1 SPECIAL INSPECTIONS TO BE FILED FOR THE FOLLOWING:

TABLE 6.8.2.8 ASHRAE 90.1

SEE TABLE

IIC4

Duct Location

ENERGY CODE COMPLIANCE

ASHRAE 90.1 - 6.4.4.2.1

INTERIOR LIGHTING POWER: INSTALLED LIGHTING SHALL BE VERIFIED FOR COMPLIANCE WITH THE LIGHTING POWER ALLOWANCE BY VISUAL INSPECTION OF FIXTURES, LAMPS, BALLASTS AND TRANSFORMERS.

OTHER MAINTENANCE INFORMATION: MAINTENANCE MANUALS FOR MECHANICAL, SERVICE HOT WATER AND ELECTRICAL EQUIPMENT AND SYSTEMS REQUIRING PREVENTIVE MAINTENANCE SHALL BE REVIEWED FOR APPLICABILITY TO INSTALLED EQUIPMENT AND SYSTEMS BEFORE SUCH MANUALS ARE PROVIDED TO THE OWNER. LABELS REQUIRED FOR SUCH EQUIPMENT OR SYSTEMS SHALL BE INSPECTED FOR ACCURACY AND COMPLETENESS .

BLVD

Unvented Attic with Roof Insulationa

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

CITY

Unvented Attic Above Insulated Ceiling

505.5.3; ASHRAE 90.1 - 9.1.1

PRIOR TO SIGN-OFF OR ISSUANCE OF FINAL CERTIFICATE OF OCCUPANCY

APPROVED CONSTRUCTION DOCUMENTS, INCLUDING ELECTRICAL DRAWINGS WHERE APPLICABLE; ASHRAE GUIDELINE 4: PREPARATION OF OPERATING AND MAINTENANCE DOCUMENTATION FOR BUILDING SYSTEMS.

303.3; 503.2.9.3; ASHRAE 90.1 - 4.2.2.3, 6.7.2.2, 8.7.2

N AVE TOW BAR

CO O P

Ventilated Attic

APPROVED CONSTRUCTION DOCUMENTS

AVEN BARTOW

BARTOW AV ENUE

2050 BARTOW AVENUE

BLV D

Exterior

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

PC ITY

Climate Zone

LIGHTING IN DWELLING UNITS: LAMPS IN PERMANENTLY INSTALLED LIGHTING FIXTURES SHALL BE VISUALLY INSPECTED TO VERIFY COMPLIANCE WITH HIGH-EFFICACY REQUIREMENTS

CO O

Minimum Duct Insulation R-Value,a Cooling and Heating Only Supply Ducts and Return Ducts

COOLING

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

OP H LO ASC

TABLE 6.8.2A

HEAT PUMP AIR COOLED AHU/ ACC-1 ROOF

505.7

E R AV

6.8.2 Duct Insulation Tables

CODE PRESCRIBED VALUE AND CITATION

PROPOSED DESIGN VALUE

APPROVED CONSTRUCTION DOCUMENTS

STE

ITEM DESCRIPTION

PRIOR TO FINAL ELECTRICAL AND CONSTRUCTION INSPECTION

CHE

1. HEATING AND COOLING EQUIPMENT SELECTION SHALL BE SELECTED IN ACCORDANCE WITH PROCEDURES DESCRIBED IN ASHRAE/ ACCA 183. 2. SYSTEM DESIGN CRITERIA SHALL COMPLY WITH ASHRAE 90.1 SECTIONS 6.3.2. 3. EQUIPMENT PROVIDING BOTH HEATING AND COOLING SHALL SATISFY THE PROVISION FOR ONE FUNCTION WITH THE CAPACITY OF THE OTHER FUNCTION AS SMALL AS POSSIBLE. 4. HVAC EQUIPMENT PERFORMANCE SHALL MEET THE MINIMUM EFFICIENCY AS PER ASHRAE 90.1 SECTIONS 6.4.

ELECTRICAL METERING: THE PRESENCE AND OPERATION OF INDIVIDUAL METERS OR OTHER MEANS OF MONITORING INDIVIDUAL APARTMENTS SHALL BE VERIFIED BY VISUAL INSPECTION FOR ALL APARTMENTS

BAY

HVAC EQUIPMENT SELECTION CRITERIA:

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

ELECTRICAL POWER AND LIGHTING SYSTEMS

CONSTRUCTION DOCUMENTS REVIEW SET - NOT FOR CONSTRUCTION

HELPERN ARCHITECTS

COMMISSIONING NOTE: HVAC SYSTEM SHALL BE COMMISSIONED AS PER REQUIRED BY ASHRAE 90.1 SECTION 6.7.2.4. SEE SPECIFICATIONS FOR COMMISSIONING REQUIREMENTS

ENERGY COMPLIANCE

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: YL/PJ PJ CHK BY: DWG NO.:

HVAC SYSTEM SHALL BE COMMISSIONED AS PER REQUIRED BY ASHRAE 90.1 SECTION 6.7.2.4. SEE SPECIFICATIONS FOR COMMISSIONING REQUIREMENTS

EN-001.00 DOB DRAWING NO.

21 EAST 4TH STREET

NEW YORK

DRAWING NO. 1 of 1

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE 12 FT. BSBD 10 FT. BSBD

7 FT. BSBD 6 FT. BSBD

1 LIVING / DINING 234

BEDROOM 235

13 FT. BSBD 10 FT. BSBD

8 FT. BSBD 7 FT. BSBD

1 LIVING / DINING / STUDIO 238

6 FT. BSBD 5 FT. BSBD

LIVING / DINING1 241

BEDROOM 242

6 FT. BSBD 5 FT. BSBD

BEDROOM 245

8 FT. BSBD 7 FT. BSBD

LIVING / DINING 246 ACCESSIBLE FLOORS 2-6

6 FT. BSBD 5 FT. BSBD

LIVING / DINING 249

BEDROOM 250

13 FT. BSBD 10 FT. BSBD

8 FT. BSBD 7 FT. BSBD

LIVING / DINING / STUDIO 1 253

6 FT. BSBD 5 FT. BSBD

1 BEDROOM 257

LIVING / DINING 256

7 FT. BSBD 5 FT. BSBD

BEDROOM 260

STAIR 1

7 4 T

B1 236

K3(SIMILAR) 233

B1 237

K2 239

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

STAIR 2

B2 244

B1 243

K3 240

LIVING / DINING 261

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

ACCESSIBLE FLOORS 2-6

4 T

BRONX, NY 10475

12 FT. BSBD 10 FT. BSBD

K4 247

B2 252

B1 251

K3 248

K1 254

B1 258

K3 255

B1 259

8 HALL 201

K3(SIMILAR) 232

HALL 201

B1 229

K3 225

B1 228

K2 224

B1 222

B1 221

K5 218

K2 219

ELEV 1

K5 210

ELEV 2

B1 212

BEDROOM 230

BEDROOM 227

12 FT. BSBD 10 FT. BSBD

6 FT. BSBD 5 FT. BSBD

LIVING / DINING 226

LIVING / DINING / STUDIO 223

6 FT. BSBD 5 FT. BSBD

LIVING / DINING / STUDIO 220

8 FT. BSBD 7 FT. BSBD

K3 209

B1 206

4 4

K3(SIMILAR) 202

B1 205

MECHANICAL KEY NOTES:

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

13 FT. BSBD 10 FT. BSBD

LIVING / DINING 217

BEDROOM 214

13 FT. BSBD 10 FT. BSBD

8 FT. BSBD 7 FT. BSBD

BEDROOM 213

7 FT. BSBD 5 FT. BSBD

LIVING / DINING 211

LIVING / DINING 208

BEDROOM 207

8 FT. BSBD 7 FT. BSBD

BEDROOM 204

8 FT. BSBD 7 FT. BSBD

6 FT. BSBD 5 FT. BSBD

LIVING / DINING 203

3 6 FT. BSBD 5 FT. BSBD

12 FT. BSBD 10 FT. BSBD

7TH FLOOR 2ND TO 6TH FLRS

TYPICAL FLOOR PLAN (2-7) SCALE:

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

T T

LIVING / DINING 231

B1 216

T T

JAN 215

4 T

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

K3(SIMILAR) 262

REMOVE EXISTING BASEBOARD AND PIPING PROVIDE NEW BASEBOARD ELEMENTS, W/WALL TO WALL ENCLOSURE - SLANT/FIN 350 SERIES W/TYPE H-1 ELEMENT

PROVIDE ZONE VALVE

PROVIDE TRANSFORMER

PROVIDE PROGRAMMABLE WIRELESS THERMOSTAT. 7 DAY 24 HOUR

REMOVE AND REPLACE EXISTING UNIT HEATERS

REMOVE EXISTING EXHAUST REGISTER AND SEAL OPENING AS DIRECTED BY ARCHITECT

REMOVE EXISTING REGISTER AND FIRE DAMPER, REPLACE WITH NEW 6X6 TOP REGISTER WITH CAR DAMPER AND FIRE DAMPER ASSEMBLY SET FOR 30 CFM

INSTALL NEW PTAC UNIT

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

1/8" = 1'-0"

REVISIONS REV NO.

DEMOLITION NOTES: 16X6 LOUVER W/BIRDSCREEN & FD

D1 REMOVE EXISTING BOILER MODULES. D2 REMOVE EXISTING BOILER BREECHING.

CLASS 1 MOTORIZED DAMPER SET FOR 100 CFM

D3 REMOVE BOILER MODULES FOR DOMESTIC HOT WATER WHEN NEW HOT WATER BOILER IS READY FOR OPERATION.

WORKSHOP 139

STAIR 2

FD/AD 4"

B1 106

CLOSET 136

MEN'S TOILET 133

K6 109

BARTOW AV ENUE

2050 BARTOW AVENUE

PC CO O

E R AV STE

2 FT. BSBD

DEMAND CONTROL

4 AHU-1-2

LAUNDRY 129 AHU-1-16

AHU-1-4

AHU-1-6

AHU-1-8

AHU-1-10

AHU-1-12

8X6

16X10 VD

4" 4"

16X8

4" 4"

VD VD

14X8

4" 4"

VD VD

12X8

10X8 COMMUNITY ROOM 4" 128VD

4" 4"

VD VD

8X8

4" 4"

VD VD

8X6

ELEC 124

ELEV 2

UH-1

16X10 x

x x

SF-3

AHU-1-3

AHU-1-5

AHU-1-7

AHU-1-9

AHU-1-11

AHU-1-13

COMPACTOR ROOM 125

AHU-1-15

BUILDING STORAGE 123

16X6 LOUVER W/BIRDSCREEN & FD

CLASS 1 MOTORIZED DAMPER SET FOR 800 CFM 16X12 LOUVER W/BIRDSCREEN & FD

CONSTRUCTION DOCUMENTS REVIEW SET - NOT FOR CONSTRUCTION

LIVING / DINING / STUDIO 121

BEDROOM 118

HELPERN ARCHITECTS

LIVING / DINING 117

6 FT. BSBD

TENANT WARMING PANTRY 127

AHU-1-20

DOOR SENSOR

4"Ø 12 FT. BSBD

CLASS 1 MOTORIZED DAMPER SET FOR 100 CFM

2 DOOR SENSOR

B1 119

4"Ø AHU-1-1 SF-2

B1 120

K3(SIMILAR) 116

AHU-1-17 4"

K2 122

ACC1 VD

AHU-1-14 ELEV 1

DAMPERED WALL CAP

6 FT. BSBD

10 FT. BSBD

MECHANICAL GROUND AND TYPICAL(2-7) FLOOR PLANS

REMOVE EXHAUST HOOD AND FAN REPLACE GAS RANGE WITH ELECTRIC RANGE AND INSTALL NEW RANGE HOOD WITH WASHABLE FILTER AND LIGHT

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: YL/PJ PJ CHK BY: DWG NO.:

GROUND FLOOR PLAN SCALE:

CHE

RECYCLING 115

UH-2

ENU

CORRIDOR 126

CORRIDOR 134

FIRE PUMP ROOM 140

AV TOW BAR

K3(SIMILAR) 114

JANITOR 107

B1 113

AVEN BARTOW

ITY

LOBBY 102

WOMEN'S TOILET 135

H ST

ALDRIC

AHU-1-19

6 FT. BSBD CITY

STAIR 1

UH-3

SUPPORT ON CONCRETE PAD 18" ABOVE GRADE

ASC HL

REFRIGERANT PIPING DN

LIVING / DINING 112

2 FT. BSBD

BEDROOM 111

REMOVE ALL EXISTING HOUSEKEEPING CONCRETE PADS FOR REMOVED EQUIPMENT

SUPERINTENDENTS L/D 108

BLVD

ELECTRICAL 138

BEDROOM 105

10 FT. BSBD

VD AHU-1-18

FOR BOILER ROOM WORK SEE DRAWING #BL-001.00

D8 REMOVE EXISTING HOT WATER STORAGE TANK, VALVING & RECIRC. PUMP

MAINTENANCE 137

CORRIDOR CUH-2 110

6 FT. BSBD

H LO ASC

METER ROOM 132

BEDROOM 104

100% CDs REVIEW SET

CO O P

D6 REMOVE EXISTING EXPANSION TANK D7 REMOVE EXISTING AIR SEPARATOR.

TENANT OFFICE 103

09-22-2017

BLV D

BOILER ROOM D1 130

SF-1

CUH-1 VESTIBULE 101

11 FT. BSBD

REVISIONS

BAY

D5 REMOVE EXISTING RECIRC. PUMPS

CUH-3

CORRIDOR 131

6 FT. BSBD

8X6

D4 REMOVE EXISTING HEAT EXCHANGER WHEN NEW HOT WATER BOILER IS READY FOR OPERATION.

6 FT. BSBD

10 FT. BSBD

DATE

1/8" = 1'-0"

M-001.00 DOB DRAWING NO.

DRAWING NO. 1 of 6

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

STAIR ROOF EL +87'-7"

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

ROOF 801

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

BULKHEAD ROOF EL +97'-5"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404 EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

ROOF PLAN SCALE:

1/8" = 1'-0"

REVISIONS02-28-2017

DESIGN DEVELOPMENT SUBMITTAL

REV NO.

DATE

REVISIONS

09-22-2017

100% CDs REVIEW SET

ROOF (HIGH POINT OF PLANK) EL +78'-7"

TX-6

KX-3 C

44X12 LOUVER W/MOTORIZED DAMPER ELECTRICALLY HELD IN CLOSED POSITION. DAMPER TO OPEN UPON SIGNAL FROM SMOKE/HEAT DETECTOR

S DN

ASC HL

STAIR 2

44X12 LOUVER W/MOTORIZED DAMPER ELECTRICALLY HELD IN CLOSED POSITION. DAMPER TO OPEN UPON SIGNAL FROM SMOKE/HEAT DETECTOR

TX-7

H ST

ALDRIC

AV TOW BAR

BLV D PC ITY CO O

ACCU-ELEV

TX-5

BAY

KX-2

2050 BARTOW AVENUE

REMOVE EXISTING CORRIDOR EXHUAST FAN AND CURB REPLACE ROOFING AND INSULATION' AS DIRECTED BY ARCHITECT

BARTOW AV ENUE

R AV

TX-2

TX-4

STE

TX-1

ELEV 2

ENU

AVEN BARTOW

CHE

ELEV 1

TX-3

REMOVE & REPLACE EXISTING ROOF FAN AND CURB (TYPICAL) (SEE SCHEDULE)

CX-1 STORAGE ROOM 802

BLVD

TX-8

ROOF 801

CITY

TX-9

KX-1

CO O P

STAIR 1

S DN

TX-10

OP H LO ASC

TX-11

CONSTRUCTION DOCUMENTS REVIEW SET - NOT FOR CONSTRUCTION

HELPERN ARCHITECTS 6 SQ. FT F.A. SMOKE LOUVER/MOTORIZED DAMPER ELECTRICALLY HELD IN CLOSED POSITION. DAMPER TO OPEN UPON SIGNAL FROM SMOKE DETECTOR (LOCATE ON TOP OF ELEVATOR SHAFT)

REMOVE EXISTING ELECTRIC UNIT HEATER

MECHANICAL ROOF AND MAIN ROOF PLANS

AHU-ELEV ELEVATOR MACHINE ROOM 901

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: YL/PJ PJ CHK BY: DWG NO.:

MAIN ROOF PLAN SCALE:

1/8" = 1'-0"

M-002.00 DOB DRAWING NO.

21 EAST 4TH STREET

NEW YORK

DRAWING NO. 2 of 6

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE

NEW 6X6 TR W/FD 30 CFM

NEW 6X6 CR 30 CFM

NEW 6X6 CR 75 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

NEW CX-1

NEW KX-3

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

NEW KX-2

BRONX, NY 10475

CE 1

KE 3

EXISTING TO REMAIN

EXISTING TO REMAIN EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

KE 2 NEW KX-1

EXISTING TO REMAIN

EXISTING TO REMAIN EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

NEW TX-11

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

NEW TX-10

KE 1

EXISTING TO REMAIN

TE 11

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

TE 10 NEW TX-9

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

NEW TX-8

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

TE 9

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

NEW TX-7

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

TE 8

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

2ND FLOOR

NEW 6X6 TR W/FD 30 CFM

NEW TX-6

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

NEW 6X6 TR W/FD 30 CFM

TE 7

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

EXISTING TO REMAIN

EXISTING TO REMAIN EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

NEW TX-5

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

NEW TX-4

TE 6

EXISTING TO REMAIN

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

NEW 6X6 TR W/FD 30 CFM

TE 5

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

NEW TX-3

EXISTING TO REMAIN

3RD FLOOR

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

NEW 6X6 TR W/FD 30 CFM

TE 4

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

4TH FLOOR

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

5TH FLOOR

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

AMERICAN ALDES CAR-FE-II AIR FLOW REGULATOR (TYPICAL)

EXISTING TO REMAIN

6TH FLOOR

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

EXISTING TO REMAIN

7TH FLOOR

NEW NEW 6X6 TR 6X6 TR W/FD W/FD 30 CFM 30 CFM

EXISTING TO REMAIN

NEW 6X6 TR W/FD 30 CFM

NEW TX-2

EXISTING TO REMAIN

NEW TX-1

ROOF

TE 3

EXISTING TO REMAIN

TE 2

EXISTING TO REMAIN

TE 1

NEW 20X6 TR W/FD 250 CFM

NEW 6X6 CR 75 CFM

GROUND FLOOR

VENTILATION RISER DIAGRAM NOT TO SCALE CAR DAMPERS TO BE INSTALLED AT ALL SUPPLY AND EXHAUST GRILLS

ALL CENTRAL EXHAUST FANS MUST BE BALANCED BASED ON STATIC PRESSURE OF 0.2 TO 0.3 IN WC AT BOTTOM OF SHAFT

REVISIONS

MECHANICAL NOTES:

REV NO.

DUCT LEAKAGE SHALL BE NO MORE THAN 10 CFM50/FLOOR/SHAFT , INCLUSIVE OF ROOF CURBS AND GRILLES AS TESTED BY TESTING AGENCY AS HIRED BY OWNER.

Constant Supply Register with Fire Damper

PRODUCT SPECIFICATIONS and TECHNICAL DATA 0810

(With Integral Fire Damper by ALDES)

Model CSR-FSA-II (Supply Applications) General: The model CSR-FSA-II Constant Airflow Regulator is a modulating orifice that automatically regulates airflows in duct systems to constant levels. The passive control element responds to duct pressure, and requires no electric or pneumatic sensors or controls.

ALUMINUM SUPPLY AIR GRILLE

CSR-FSA-II SLEEVE ASSEMBLY

FIRE DAMPER

Warranty: Guaranteed for 5 years, from date of shipment, against all defects in material or workmanship, provided that the material has been installed and utilized under normal conditions. This warranty is limited to the repair or replacement of the material.

100% CDs REVIEW SET

IF DUCTS FAIL TO MEET THIS THRESHOLD AFTER TWO ROUNDS OF TESTING BY TESTING AGENCY, CONTRACTOR SHALL IMPLEMENT CARRIER AEROSEALTECHNOLOGY TO SEAL THE DUCTWORK. OUTDOOR AIR INTAKES AND EXHAUST OPENINGS AIR TIGHTNESS - STAIR AND ELEVATOR SHAFT VENTS AND OTHER OUTDOOR AIR INTAKES AND EXHAUST OPENINGS INTEGRAL TO THE BUILDING ENVELOPE SHALL BE EQUIPPED WITH NOT LESS THAN A CLASS 1 MOTORIZED LEAKAGERATED DAMPER WITH A MAXIMUM LEAKAGE RATE OF 4 CFM PER SQUARE FOOT (6.8 L/s - m2) AT 1.0 INCH WATER GAUGE (w.g.) (1250 Pa) WHEN TESTED IN ACCORDANCE WITH AMCA 500D. EXCEPTION: GRAVITY (NONMOTORIZED) .

ASC HL

H ST

H LO ASC

CO O P

CITY

BLVD

ALDRIC

Dimensional Data SIDE VIEW

AV TOW BAR

ENU

AVEN BARTOW

BARTOW AV ENUE

2050 BARTOW AVENUE

R AV

6”

CHE

STE

BAY

3/4”

HELPERN ARCHITECTS

Dimensional Data CAR-II Element

(Nominal)

(Nominal Dia.)

6” x 6” 6” x 6” 8” x 8” 8” x 8” 8” x 8” 10” x 10” 10” x 10” 10” x 10” 10” x 10” 12” x 12” 12” x 12” 12” x 12” 12” x 12” 12” x 12”

4” 5” 4” 5” 6” 4” 5” 6” 8” 4” 5” 6” 8” 10”

A* 5.75” 5.75” 7.75” 7.75” 7.75” 9.75” 9.75” 9.75” 9.75” 11.75” 11.75” 11.75” 11.75” 11.75”

B* 5.75” 5.75” 7.75” 7.75” 7.75” 9.75” 9.75” 9.75” 9.75” 11.75” 11.75” 11.75” 11.75” 11.75”

C 4” 5” 4” 5” 6” 4” 5” 6” 8” 4” 5” 6” 8” 10”

D* 9.5” 10.5” 9.5” 10.5” 10.6” 9.5” 10.5” 10.5” 10.5” 9.5” 10.5” 10.5” 10.5” 10.5”

Grille Face (WxH)* 7.75” x 7.75” 7.75” x 7.75” 9.75” x 9.75” 9.75” x 9.75” 9.75” x 9.75” 11.75” x 11.75” 11.75” x 11.75” 11.75” x 11.75” 11.75” x 11.75” 13.75” x 13.75” 13.75” x 13.75” 13.75” x 13.75” 13.75” x 13.75” 13.75” x 13.75”

* Standard sizes shown. Sleeve assemblies are also available to accommodate any damper and grille size. All sizes shown are in inches.

CONSTRUCTION DOCUMENTS REVIEW SET - NOT FOR CONSTRUCTION

B* C

Sleeve Size

CO O

ITY

BLV D

FRONT VIEW

3/4” TYP

Maintenance: The CAR-II needs no maintenance when used in normal conditions. There is no risk of dust deposit or obstruction because the CAR-II has no airways subject to clogging.

09-22-2017

1. GRAVITY DAMPERS SHALL BE PERMITTED FOR OUTSIDE AIR INTAKE OR EXHAUST AIRFLOWS OF 300 cfm (.14 m3/s) OR LESS

The active control element of the CSR-FSA-II is a unique aerofoil. Using Bernoulli effect, the active control element of the CSR-FSA-II is a unique aero-wing damper that lifts in response to increasing static pressure. This operation regulates the free-area opening through the control, resulting in maintenance of velocity and specific airflow set points. Each CSR-FSA-II is designed and produced for control of air in temperatures ranging from -25° to 140° F (-32° to 60° C.)

Performance: The CAR-II controls airflow accurately to within 10% of rated flow (15% for units 50 cfm or less), throughout the target operating pressure range of 0.2 to 0.8 in. w.g. (50 to 200 Pa). Each CAR-II is factory tested and calibrated to the rated set point before shipping. Each CAR-II register is available in multiple factory calibrated set points (see performance curves).

REVISIONS

SHUTOFF DAMPER CONTROLS - WHEN SYSTEM/SPACE NOT IN USE. BOTH OUTDOOR AIR SUPPLY AND EXHAUST DUCTS SHALL BE EQUIPPED WITH MOTORIZED DAMPERS THAT WILL AUTOMATICALLY SHUT WHEH THE SYSTEMS OR SPACES SERVED ARE NOT IN USE. EXCEPTIONS:

The CSR-FSA-II compensates for changes in duct pressure caused by thermal stack effect, building pressure, dust clogging of filters, etc. The CSR-FSA-II also provides a low cost solution to balancing forced air systems for heating, air conditioning and ventilation, eliminating the need for on-site balancing. The CSR-FSA-II will regulate airflow in supply air duct systems.

Construction: The round CAR-II regulating element is constructed of a UL94V-0 ABS plastic, and is UL 2043 safety listed and labeled for flame and smoke generation. The CAR-II is mounted in a heavy gauge galvanized steel sleeve (CSR-FSA-II) with integral UL certified dynamically rated curtain type fire damper. All aluminum single (standard) or double (optional) deflection supply air grille included. Each sleeve is welded to prevent leakage. The assembly is sized to fit inside standard duct riser openings and chases. Each sleeve is designed to specifically accommodate the control element, and prevent unwanted air leakage.

DATE

MECHANICAL RISER DIAGRAMS AND SCHEDULES

CAR II DAMPER SCHEDULE DIAMETER

CFM

MODEL NUMBER LOCATION

4"Ø

18 113

RECYCLE ROOMS, KITCHENS, BATHROOMS EXHAUST

5"Ø

18 124

PUBLIC BATHROOMS

EXHAUST

10"Ø

250

18 155

COMPACTOR ROOM

EXHAUST

5"Ø

18 124

UPPER CORRIDORS

SUPPLY

10"Ø

425

18 158

LOBBY

SUPPLY

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: YL/PJ PJ CHK BY: DWG NO.:

DIRECTION

M-003.00 DOB DRAWING NO.

DRAWING NO. 3 of 6

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

Designation ACCU-ELEV

Condensing Unit Schedule (Outdoor Unit) Outdoor Temp. Cooling Cooling Capacity Outdoor Temp. Heating Heating Capacity Piping db (°F) BTUH (°F) BTUH (FT) 95 15000 47 18000 55

Manufacturer Model # Daikin

RXS15DVJU

Designation

Manufacturer Model #

AHU-ELEV

Daikin

FTXS15HVJU

Refrigerant R-410a (Lbs) 3.75

Air Handling Unit Schedule (Indoor Units) (ACCU-D Outdoor Unit) Indoor Cooling Cooling Capacity Sensible Cooling Indoor Heating Heating Capacity Air Flow CFM db (°F)/Relative Humidity BTUH BTUH (°F) BTUH Low-High 80.0/55% 15000 9600 70 18000 353 - 519

Power Supply 208V, 1PH

Fuses MCA 13.7

Dimensions Weight (Inches) (Lbs) 11-13/16 L x 32-1/2 W x 28-15/16 H 117

20A

Sound dBA Power

Dimensions Weight (Inches) (Lbs) 41-5/16 W x 11-7/16 H x 9-3/8 26.5

208V/1Ø

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404 EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

2. Indoor Unit Details 2.1. Table of Abbreviations Name FCU Tmp C

Logical name of the device Device model name Indoor conditions in cooling (dry bulb temp. / wet bulb temp.)

Rq TC Max TC Rq SC Max SC

Required total cooling capacity Available total cooling capacity Required sensible cooling capacity Available sensible cooling capacity

Tevap

Evaporating temperature of indoor unit coil

Tmp H Rq HC

Indoor temperature in heating Required heating capacity

Max HC

Available heating capacity

Airflow Sound

Supplied airflow Sound pressure low and high

Power supply (voltage and phases)

MCA Fuses WxHxD Wght

Minimum Circuit Amps Fuses WidthxHeightxDepth Weight of the device

REVISIONS REV NO.

DATE

REVISIONS

09-22-2017

100% CDs REVIEW SET

2.2. ACC1 - RXYQ168TTJU Capacity data at conditions and connection ratio (96%) as entered

Required cooling capacity towards the outdoor unit: 161028BTU/h. Required heating capacity towards the outdoor unit: 189760BTU/h. The sum of the required indoor unit capacities is 161028BTU/h for cooling and 189760BTU/h for heating. However, the outdoor unit selection uses reduced load values for cooling of 144926BTU/h (= -10%) and for heating of 94880BTU/h (= -50%). Be aware that unrealistic reductions may lead to reduced comfort levels, different noise levels or increased wear and tear.

Name ACC1

Name

1. Material List Model RXYQ168TTJU FXZQ07MVJU9 FXZQ09MVJU9 FXZQ12MVJU9 KHRP26A22T9 KHRP26A33T9 KHRP26M72TU9 DCM601A71 BRC1E73 BYFQ60B3W1

Qty Description 1 Heat pump VRV-IV (208-230V) 17 VRV Z - 4-Way Discharge Ceiling Mounted Cassette (2' x 2') 1 VRV Z - 4-Way Discharge Ceiling Mounted Cassette (2' x 2') 2 VRV Z - 4-Way Discharge Ceiling Mounted Cassette (2' x 2') 12 Refnet branch piping kit 3 Refnet branch piping kit 4 Refnet branch piping kit 1 intelligent Touch Manager (iTM) 5 new Navigation Remote Controller 20 Decoration panel - All FXZQ

Sound dBA AHU-1-1 29-31 AHU-1-2 29-31 AHU-1-3 29-31 AHU-1-4 29-31 AHU-1-5 29-31 AHU-1-6 29-31 AHU-1-7 29-31 AHU-1-8 29-31 AHU-1-9 29-31 AHU-1-10 29-31 AHU-1-11 29-31 AHU-1-12 29-31 AHU-1-113 29-31 AHU-1-14 29-31 AHU-1-15 29-31 AHU-1-16 29-31

PS 230V 1ph 230V 1ph 230V 1ph 230V 1ph 230V 1ph 230V 1ph 230V 1ph 230V 1ph 230V 1ph 230V 1ph 230V 1ph 230V 1ph 230V 1ph 230V 1ph 230V 1ph 230V 1ph

AHU-1-17 AHU-1-18 AHU-1-19

29-31 29-32 29-33

AHU-1-20

29-33

MCA A 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8 0.8

Fuses 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A 15A

WxHxD inch 22.6x11.3x22.6 22.6x11.3x22.6 22.6x11.3x22.6 22.6x11.3x22.6 22.6x11.3x22.6 22.6x11.3x22.6 22.6x11.3x22.6 22.6x11.3x22.6 22.6x11.3x22.6 22.6x11.3x22.6 22.6x11.3x22.6 22.6x11.3x22.6 22.6x11.3x22.6 22.6x11.3x22.6 22.6x11.3x22.6 22.6x11.3x22.6

Wght lbs 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42 42

230V 1ph 230V 1ph 230V 1ph

0.8 15A 0.8 15A 0.8 15A

22.6x11.3x22.6 22.6x11.3x22.6 22.6x11.3x22.6

42 42 42

230V 1ph

0.8 15A

22.6x11.3x22.6

Model

Comb

Name

ACC1 Name ACC1

RXYQ168TTJU Model

Piping ft

EER 10.6

IEER 19.8

°F 95.0

Type

164.0 R410A PS

RXYQ168TTJU 230V 3ph

Name ACC1

Tmp C

CC BTU/h 165394

Tmp H

BTU/h 144926

°F -0.0 / -0.0

Fuses

A 55.1

WxHxD

H ST

2.27

EER 14.1

BLVD CO O P

CITY AV TOW BAR

ENU

AVEN BARTOW

BARTOW AV ENUE

PC ITY

BLV D

2050 BARTOW AVENUE

Rq HC

BTU/h BTU/h 100453 94880

CONSTRUCTION DOCUMENTS REVIEW SET - NOT FOR CONSTRUCTION

HELPERN ARCHITECTS Wght

inch 60A 48.9x66.7x30.2

Ducted COP 47°F COP 17°F

ALDRIC

Refrigerant Bse Refr Ex Refr lbs lbs 17.2 n/a

MCA

3.49

Rq CC

lbs 694

Non-ducted IEER COP 47°F COP 17°F 25.8

2.65

6. Device Options

MECHANICAL HEAT PUMP SCHEDULES

6.1. Indoor Unit Options Model BYFQ60B3W1

Description Used by Decoration panel - All FXZQ AHU-1-11 [FXZQ07MVJU9] AHU-1-16 [FXZQ07MVJU9] AHU-1-2 [FXZQ07MVJU9] AHU-1-3 [FXZQ07MVJU9] AHU-1-5 [FXZQ07MVJU9]

Outdoor unit placed 164.0ft above the indoor units. The minimum connection ratio for this height difference is 50%.

3.2. Outdoor Details %

ACCEPTED FOR USE CITY OF NEW YORK DEPARTMENT OF BUILDINGS MEA 102-04-E VOL, 6 DAIKIN AC (AMERICAS), INC.

ASC HL

CO O

FXZQ07MVJU9 FXZQ07MVJU9 FXZQ07MVJU9 FXZQ07MVJU9 FXZQ07MVJU9 FXZQ07MVJU9 FXZQ07MVJU9 FXZQ07MVJU9 FXZQ07MVJU9 FXZQ07MVJU9 FXZQ07MVJU9 FXZQ07MVJU9 FXZQ07MVJU9 FXZQ09MVJU9 FXZQ12MVJU9 FXZQ12MVJU9

Logical name of the device Device model name Outdoor temperature in cooling Available cooling capacity Required cooling capacity Outdoor conditions in heating (dry bulb temp. / wet bulb temp.) Available heating capacity (integrated heating capacity) Required heating capacity Largest distance from indoor unit to outdoor unit Standard factory refrigerant charge (5m actual piping length) excluding extra refrigerant charge For calculation of extra refrigerant charge refer to the databook Power supply (voltage and phases) Minimum Circuit Amps Fuses WidthxHeightxDepth Weight of the device EER value at nominal conditions IEER value at nominal conditions COP 47°F COP value at nominal conditions and ambient temperature of 47°F COP 17°F COP value at nominal conditions and ambient temperature of 17°F

AHU-1-5 AHU-1-6 AHU-1-7 AHU-1-8 AHU-1-9 AHU-1-10 AHU-1-11 AHU-1-12 AHU-1-113 AHU-1-14 AHU-1-15 AHU-1-16 AHU-1-17 AHU-1-18 AHU-1-19 AHU-1-20

3.1. Table of Abbreviations

H LO ASC

FXZQ07MVJU9 FXZQ07MVJU9 FXZQ07MVJU9 FXZQ07MVJU9

VE ER A

AHU-1-1 AHU-1-2 AHU-1-3 AHU-1-4

3. Outdoor Unit Details

Tmp C Rq TC Max TC Rq SC Max SC Tevap Tmp H Rq HC Max HC Airflow °F BTU/h BTU/h BTU/h BTU/h °F °F BTU/h BTU/h cfm 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320Name 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320Model 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320Tmp C 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320CC 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320Rq CC 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320Tmp H 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320HC 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320Rq HC 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320Piping 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320Bse Refr 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320PS 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320MCA 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320Fuses 80.0 / 67.0 n/a 7501 n/a 5753 42.8 67.0 n/a 8866 320WxHxD 80.0 / 67.0 n/a 9502 n/a 6555 42.8 67.0 n/a 11300 320Wght 80.0 / 67.0 n/a 12002 n/a 7841 42.8 67.0 n/a 14233 335EER 80.0 / 67.0 n/a 12002 n/a 7841 42.8 70.0 n/a 13500 335IEER

EST

Provide drain pans, vibration hangers/supports, starters and local disconnect switches with thermostat Provide Remote Sensor Kit for all VRV indoor units Provide Rear Suction Filter Chamber for FXSQ units Provide Decoration panel for all FXZQ units Provide Fresh air intake kit direct installation for allk FXZQ units Provide small condensate pump for for trash compactor unit. Provide capacity plug (12mbh > 9 mbh) for Office Interior FXSQ unit. Provide Screening Door/ blind board for FXSQ30, 36 and 48 units. Provide optional condensate pumps as required. Provide remote programmable thermostats All substitute manufacturers must be approved in writing ten days prioir to submission of the bid. All refrigerant piping and wiring must be reviewed by manfacturers application engineer (Daikin McQuay NY) for functionality and compliance in accordance with manufacturers recommendations. REFRIGERANT CHARGE TEST TO BE REVIEWED BY CONTROL INSPECTOR

FCU

CH BAY

Name

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: YL/PJ PJ CHK BY: DWG NO.:

AHU-1-14 [FXZQ07MVJU9] AHU-1-18 [FXZQ09MVJU9] AHU-1-15 [FXZQ07MVJU9] AHU-1-17 [FXZQ07MVJU9] AHU-1-8 [FXZQ07MVJU9] AHU-1-9 [FXZQ07MVJU9] AHU-1-4 [FXZQ07MVJU9] AHU-1-10 [FXZQ07MVJU9] AHU-1-19 [FXZQ12MVJU9] AHU-1-7 [FXZQ07MVJU9]

AHU-1-113 [FXZQ07MVJU9] AHU-1-1 [FXZQ07MVJU9] AHU-1-12 [FXZQ07MVJU9] AHU-1-6 [FXZQ07MVJU9] AHU-1-20 [FXZQ12MVJU9]

M-004.00 DOB DRAWING NO.

21 EAST 4TH STREET

NEW YORK

DRAWING NO. 4 of 6

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

to centralized controller

AHU-1-2 FXZ Q 07MVJU9

¼ "× ½ "

AHU-1-1 FXZ Q 07MVJU9 ½ "× 1⅛ "

55A 3ph

F1,F2

⅜ "× ⅝ " ¼ "× ½ " KHRP26M72TU9 KHRP26A22T9 AHU-1-2 FXZ Q 07MVJU9

F1,F2

¼ "× ½ "

AHU-1-3 FXZ Q 07MVJU9 ½ "× 1⅛ "

F1,F2

AHU-1-4 FXZ Q 07MVJU9

F1,F2

0.8A 1ph

F1,F2

0.8A 1ph

AHU-1-7 FXZ Q 07MVJU9 ⅜ "× ⅞ "

F1,F2

⅜ "× ⅝ " ¼ "× ½ " KHRP26A33T9 KHRP26A22T9 AHU-1-8 FXZ Q 07MVJU9 ¼ "× ½ "

F1,F2

⅜ "× ⅞ "

⅜ "× ⅝ " ¼ "× ½ " KHRP26A33T9 KHRP26A22T9

F1,F2

AHU-1-11 FXZ Q 07MVJU9

¼ "× ½ "

F1,F2

⅜ "× ¾ "

F1,F2

¼ "× ½ "

⅜ "× ⅝ "

09-22-2017

100% CDs REVIEW SET

0.8A 1ph

0.8A 1ph ASC HL

H ST

0.8A 1ph

P1,P2 0.8A 1ph

AV TOW BAR

ENU

AVEN BARTOW

BARTOW AV ENUE

P1,P2 L1, L2

AHU-1-14 FXZ Q 07MVJU9 F1,F2

¼ "× ½ " KHRP26A22T9 AHU-1-15 FXZ Q 07MVJU9

REVISIONS

2050 BARTOW AVENUE

0.8A 1ph

EST

F1,F2

⅜ "× ⅝ " ¼ "× ½ " KHRP26A22T9 KHRP26A22T9 AHU-1-14 FXZ Q 07MVJU9

DATE

ALDRIC

L1, L2

AHU-1-113 FXZ Q 07MVJU9 AHU-1-113 FXZ Q 07MVJU9

REV NO.

AHU-1-12 FXZ Q 07MVJU9

⅜ "× ⅝ " ¼ "× ½ " KHRP26A22T9 KHRP26A22T9 AHU-1-12 FXZ Q 07MVJU9

REVISIONS

P1,P2 L1, L2

AHU-1-11 FXZ Q 07MVJU9

i-Touch Manag er DCM601A71

P1,P2 L1, L2

AHU-1-10 FXZ Q 07MVJU9

O UT F1,F2

P1,P2 L1, L2

AHU-1-10 FXZ Q 07MVJU9

0.8A 1ph

P1,P2 L1, L2

AHU-1-9 FXZ Q 07MVJU9

P1,P2 L1, L2

AHU-1-8 FXZ Q 07MVJU9

0.8A 1ph

ACC1 (20) RXY Q 168TTJU

BLV D

¼ "× ½ "

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

0.8A 1ph

P1,P2 L1, L2

AHU-1-7 FXZ Q 07MVJU9

AHU-1-6 FXZ Q 07MVJU9

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

P1,P2 L1, L2

⅜ "× ⅝ " ¼ "× ½ " KHRP26A33T9 KHRP26A22T9

ACC1 (20) # outdoors 1 # indoors 20

H LO ASC

⅜ "× ⅞ "

Control g roup 1

P1,P2 L1, L2

AHU-1-15 FXZ Q 07MVJU9 F1,F2

CH BAY

AHU-1-5 FXZ Q 07MVJU9

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

0.8A 1ph

¼ "× ½ "

AHU-1-6 FXZ Q 07MVJU9

# controllers 1

Control Groups

P1,P2 L1, L2

AHU-1-5 FXZ Q 07MVJU9

i-T ouch Manag er

P1,P2 L1, L2

AHU-1-4 FXZ Q 07MVJU9

⅜ "× ⅝ " ¼ "× ½ " KHRP26M72TU9 KHRP26A22T9

P1,P2 L1, L2

AHU-1-3 FXZ Q 07MVJU9

Global Controller Models

0.8A 1ph

BLVD

½ "× 1⅛ " KHRP26M72TU9 KHRP26M72TU9

L1, L2

CITY

L1, L2, L3

F1,F2

PC ITY

IN F1,F2

P1,P2

CO O

O UT F1,F2

AHU-1-1 FXZ Q 07MVJU9

CO O P

ACC1 RXY Q 168TTJU

VE ER A

ACC1 RXY Q 168TTJU

⅝ "× 1⅛ " *

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

0.8A 1ph

P1,P2 L1, L2

BRC1E73

CONSTRUCTION DOCUMENTS REVIEW SET - NOT FOR CONSTRUCTION

0.8A 1ph

¼ "× ½ "

AHU-1-20 FXZ Q 12MVJU9 ⅜ "× ⅝ "

¼ "× ½ "

AHU-1-20 FXZ Q 12MVJU9 F1,F2

P1,P2 L1, L2

BRC1E73

HELPERN ARCHITECTS

0.8A 1ph

KHRP26A22T9

AHU-1-19 FXZ Q 12MVJU9

F1,F2

¼ "× ½ "

AHU-1-18 FXZ Q 09MVJU9 ⅜ "× ⅝ "

¼ "× ½ "

L1, L2

AHU-1-18 FXZ Q 09MVJU9 F1,F2

KHRP26A22T9 AHU-1-16 FXZ Q 07MVJU9 ¼ "× ½ "

F1,F2

P1,P2 L1, L2

AHU-1-17 FXZ Q 07MVJU9 F1,F2

P1,P2 L1, L2

AHU-1-16 FXZ Q 07MVJU9

AHU-1-17 FXZ Q 07MVJU9

P1,P2

BRC1E73 0.8A 1ph BRC1E73

MECHANICAL HEAT PUMP DIAGRAMS

0.8A 1ph BRC1E73

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: YL/PJ PJ CHK BY: DWG NO.:

0.8A 1ph

P1,P2 L1, L2

0.8A 1ph

M-005.00 DOB DRAWING NO.

DRAWING NO. 5 of 6

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

FAN SCHEDULE SOUND DATA TAG

QTY.

MODEL

TYPE

DRIVE

AIRFLOW (CFM)

EXTERNAL STATIC PRESSURE (IN. WG)

TOTAL STATIC PRESSURE (IN. WG)

FAN RPM

MAX CLASS FAN RPM

WHEEL DIAMETER (IN.)

INLET

OUTLET

SONES dBA

RADIATED

SONES dBA

ENCLOSURE

VOLTS

PHASE

RPM

FLA (AMPS)

SONES

MCA (AMPS)

MOCP (AMPS)

TX-1,2,9

G-103HP-VG

CENTRIFUGAL ROOF EXHAUST

DIRECT

360

0.625

0.646

1,447

1,725

11.125

6.7

0.09

1/4

ODP

115

60 Cycle

1,725

3.700

4.625

15.000

TX-3,4,7,11

G-097-VG

CENTRIFUGAL ROOF EXHAUST

DIRECT

180

0.625

0.63

1,423

1,725

11.188

7.0

0.07

1/4

ODP

115

60 Cycle

1,725

3.700

4.625

15.000

TX-5

G-098-VG

CENTRIFUGAL ROOF EXHAUST

DIRECT

420

0.625

0.654

1,389

1,725

11.188

7.6

0.10

1/4

ODP

115

60 Cycle

1,725

3.700

4.625

15.000

TX-6

G-097-VG

CENTRIFUGAL ROOF EXHAUST

DIRECT

210

0.625

0.632

1,520

1,725

11.188

7.9

0.09

1/4

ODP

115

60 Cycle

1,725

3.700

4.625

15.000

TX-8

G-098-VG

CENTRIFUGAL ROOF EXHAUST

DIRECT

390

0.625

0.65

1,359

1,725

11.188

7.3

0.09

1/4

ODP

115

60 Cycle

1,725

3.700

4.625

15.000

TX-10

G-103HP-VG

CENTRIFUGAL ROOF EXHAUST

DIRECT

330

0.625

0.643

1,417

1,725

11.125

6.3

0.08

1/4

ODP

115

60 Cycle

1,725

3.700

4.625

15.000

SF-1,3

SQ-65-VG

CENTRIFUGAL INLINE

DIRECT

100

0.25

0.28

1,505

1,725

8.125

3.7

35.0

1.5

0.02 1/10

ODP

115

60 Cycle

1,725

SF-2

SQ-160-VG

CENTRIFUGAL INLINE

DIRECT

800

0.5

0.522

880

1,140

16.75

6.8

44.0

3.0

0.25

3/4

ODP

208

60 Cycle

1,140

CX-1

CUE-099-VG

DIRECT

250

0.625

0.635

1,392

1,725

11.188

7.5

0.13

1/4

ODP

115

60 Cycle

1,725

3.700

4.625

15.000

KX-1,3

G-097-VG

DIRECT

180

0.625

0.63

1,423

1,725

11.188

7.0

0.07

1/4

ODP

115

60 Cycle

1,725

3.700

4.625

15.000

KX-2

G-103HP-VG

DIRECT

360

0.625

0.646

1,447

1,725

11.125

6.7

0.09

1/4

ODP

115

60 Cycle

1,725

3.700

4.625

15.000

UPBLAST CENTRIFUGAL ROOF EXHAUST CENTRIFUGAL ROOF EXHAUST CENTRIFUGAL ROOF EXHAUST

BRONX, NY 10475

MOTOR DATA

BHP HP dBA

2050 BARTOW AVENUE

BASIS OF DESIGN: GREENHECK

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

REMARKS / NOTES

MOTOR - VARI-GREEN EC MOTOR W/MOUNTED POTENTIOMETER DIAL, UL-705 "POWER VENTILATORS," NEMA-1 DISCONNECT SWITCH, 12" H GPI ROOF CURB WITH DAMPER TRAY, FOAM CURB SEAL, 115 VAC MOTORIZED VCD-23 DAMPER WITH END SWITCH MOTOR - VARI-GREEN EC MOTOR W/MOUNTED POTENTIOMETER DIAL, UL-705 "POWER VENTILATORS," NEMA-1 DISCONNECT SWITCH, 12" H GPI ROOF CURB WITH DAMPER TRAY, FOAM CURB SEAL, GRAVITY WD-100 DAMPER MOTOR - VARI-GREEN EC MOTOR W/MOUNTED POTENTIOMETER DIAL, UL-705 "POWER VENTILATORS," NEMA-1 DISCONNECT SWITCH, 12" H GPI ROOF CURB WITH DAMPER TRAY, FOAM CURB SEAL, 115 VAC MOTORIZED VCD-23 DAMPER WITH END SWITCH MOTOR - VARI-GREEN EC MOTOR W/MOUNTED POTENTIOMETER DIAL, UL-705 "POWER VENTILATORS," NEMA-1 DISCONNECT SWITCH, 12" H GPI ROOF CURB WITH DAMPER TRAY, FOAM CURB SEAL, GRAVITY WD-100 DAMPER MOTOR - VARI-GREEN EC MOTOR W/MOUNTED POTENTIOMETER DIAL, UL-705 "POWER VENTILATORS," NEMA-1 DISCONNECT SWITCH, 12" H GPI ROOF CURB WITH DAMPER TRAY, FOAM CURB SEAL, 115 VAC MOTORIZED VCD-23 DAMPER WITH END SWITCH MOTOR - VARI-GREEN EC MOTOR W/MOUNTED POTENTIOMETER DIAL, UL-705 "POWER VENTILATORS," NEMA-1 DISCONNECT SWITCH, 12" H GPI ROOF CURB WITH DAMPER TRAY, FOAM CURB SEAL, 115 VAC MOTORIZED VCD-23 DAMPER WITH END SWITCH MOTOR - VARI-GREEN EC MOTOR 0-10 VDC INPUT SIGNAL AND CONTROL - VARI-GREEN DIAL ON EXTERIOR OF FAN HOUSING (MOUNTED AND WIRED), UL-705 "POWER VENTILATORS," NEMA-1 DISCONNECT SWITCH, 1" THICK INSULATED FAN HOUSING AND FILTER BOX, MOTOR COVER, 2" PLEATED FILTERS/MERV 8 SLOPED FILTER BOX, ISOLATOR MOUNTING BRACKETS MOTOR - VARI-GREEN EC MOTOR 0-10 VDC INPUT SIGNAL AND CONTROL - VARI-GREEN DIAL ON EXTERIOR OF FAN HOUSING (MOUNTED AND WIRED), UL-705 "POWER VENTILATORS," NEMA-1 DISCONNECT SWITCH, 1" THICK INSULATED FAN HOUSING AND FILTER BOX, MOTOR COVER, 2" PLEATED FILTERS/MERV 8 SLOPED FILTER BOX, ISOLATOR MOUNTING BRACKETS, PERFORMANCE BAFFLE MOTOR - VARI-GREEN EC MOTOR W/MOUNTED POTENTIOMETER DIAL, UL-705 "POWER VENTILATORS," NEMA-1 DISCONNECT SWITCH, 12" H GPI ROOF CURB WITH DAMPER TRAY, FOAM CURB SEAL, GRAVITY WD-100 DAMPER, ALUMINUM BIRDSCREEN, PERFORMANCE BAFFLE MOTOR - VARI-GREEN EC MOTOR W/MOUNTED POTENTIOMETER DIAL, UL-705 "POWER VENTILATORS," NEMA-1 DISCONNECT SWITCH, 12" H GPI ROOF CURB WITH DAMPER TRAY, FOAM CURB SEAL, GRAVITY WD-100 DAMPER MOTOR - VARI-GREEN EC MOTOR W/MOUNTED POTENTIOMETER DIAL, UL-705 "POWER VENTILATORS," NEMA-1 DISCONNECT SWITCH, 12" H GPI ROOF CURB WITH DAMPER TRAY, FOAM CURB SEAL, 115 VAC MOTORIZED VCD-23 DAMPER WITH END SWITCH

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025 MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584 CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200 ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

NOTES:

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

1) FANS SELECTED SPECIFICALLY BASED ON SOUND AND UPWARD MOBILITY OF 25% IN CLASS, FAN RPM, AND MOTOR HP (WHERE POSSIBLE). 2) ALL FANS SHALL BE UL/cUL-705 LISTED "POWER VENTILATORS." 3) ALL MOTORS 1 HP AND LARGER SHALL BE NEMA PREMIUM EFFICIENCY - MEETS NEMA TABLE 12-12. 4) ALL SINGLE PHASE MOTORS TO INCLUDE THERMAL OVERLOAD. 5) MOTOR VOLTAGE SHALL BE COORDINATED BY CONTRACTOR PRIOR TO RELEASE. 6) MOTORS SHALL BE PROVIDED WITH DISCONNECT SWITCHES AND APPROPRIATE ENCLOSURE BASED ON LOCATION AND APPLICATION. SEE FAN SCHEDULE REFERENCE SHEET FOR OPTIONS. 7) ORIENTATION INCLUDING ARRANGEMENT, ROTATION AND/OR DISCHARGE SHALL BE COORDINATED BY CONTRACTOR PRIOR TO RELEASE. SEE FAN SCHEDULE REFERENCE SHEET FOR OPTIONS. 8) TYPE I COMMERCIAL KITCHEN HOOD EXHAUST FANS SHALL BE UL-762 "POWER VENTILATORS FOR RESTAURANT EXHAUST APPLIANCES." 9) EMERGENCY SMOKE CONTROL / EXHAUST FANS SHALL BE UL LISTED FOR THE APPLICATION. ACTUAL TEMPERATURE AND TIME DURATION WILL DEPEND ON FAN MODEL AVAILABILITY. SEE FAN SCHEDULE REFERENCE SHEET FOR OPTIONS. 10A) FAN CONTROLLED BY TOSHIBA SENSORLESS VFD SERIES Q9+ WITH KEYPAD IN NEMA 1 ENCLOSURE (VFD THAT REQUIRES PRESSURE TRANSDUCER WILL NOT BE ACCEPTED). SEE FAN SCHEDULE REFERENCE SHEET FOR MORE INFO. 10B) FAN CONTROLLED BY TOSHIBA SERIES Q9+ VFD WITH INPUT CIRC. BREAKER & 3 CONTACTOR BYPASS (SERVICE SWITCH WILL NOT BE ACCEPTED). SEE FAN SCHEDULE REFERENCE SHEET FOR MORE INFO. 10C) FAN CONTROLLED BY FRANKLIN CONTROLS SERIES BAS-1P, 1 PHASE HOA MOTOR STARTER WITH BMS CONTACT / INTERFACE. SEE FAN SCHEDULE REFERENCE SHEET FOR MORE INFO. 10D) FAN CONTROLLED BY FRANKLIN CONTROLS SERIES EMS, 3 PHASE STARTER WITH INPUT CIRC. BREAKER, (5) PILOT LIGHTS, HOA, DAMPER CIRCUIT INTERFACE & FIREMANS OVERRIDE INTERFACE IN NEMA 1 ENCLOSURE. SEE FAN SCHEDULE REFERENCE SHEET FOR MORE INFO. 10E) FAN CONTROLLED BY TOSHIBA SERIES TE-H, 3 PHASE SOFT STARTER WITH INPUT CIRC. BREAKER, (6) P. LIGHTS, & DOOR MTD. KEYPAD IN NEMA 12 ENCLOSURE. SEE FAN SCHEDULE REFERENCE SHEET FOR MORE INFO. 10F) REVERSIBLE FANS CONTROLLED BY TOSHIBA SERIES Q9+ VFD WITH INPUT DISCONNECT SWITCH IN NEMA 1 ENCLOSURE (VFD THAT REQUIRES PRESSURE TRANSDUCER WILL NOT BE ACCEPTED).

REVISIONS

11) ALL VFD RATED MOTORS SHALL BE PROVIDED WITH CLASS F INSULATION AND AN ORION SHAFT GROUNDING BRUSH (GB TECHNOLOGY) WHICH INCLUDES A CONTINUOUS FORCE SPRING AND BRUSH MATERIAL CONSISTING OF A CARBON GRAPHITE AND INDUSTRIAL SILVER COMPOUND POSITIONED IN SUCH A MANNER THAT THE BRUSH IS ALWAYS IN CONTACT WITH THE SHAFT CONTINUOUSLY TO MAXIMIZE EFFICIENCY.

REV NO.

12) ALL ROOFTOP FANS OVER 300 CFM SHALL BE PROVIDED WITH CLASS I LEAKAGE MOTORIZED DAMPERS & END SWITCH AS PER 2010 NYS ENERGY CONSERVATION CODE. ALL ROOFTOP FANS 300 CFM & LESS SHALL BE PROVIDED WITH GRAVITY (NON-MOTORIZED) DAMPERS. SEE FAN SCHEDULE REFERENCE SHEET IF YOUR APPLICATION APPLIES.

DATE

REVISIONS

09-22-2017

100% CDs REVIEW SET

13) ALL MIXED FLOW, PLENUM, SINGLE WIDTH CENTRIFUGAL, AND DOUBLE WIDTH CENTRIFUGAL FANS SHALL BE PROVIDED WITH SURE-AIRE FLOW MONITORING SYSTEM AND OPTIONAL ELECTRONICS PACKAGE AS SUPPLIED BY GREENHECK. SEE FAN SCHEDULE REFERENCE SHEET FOR FURTHER INFORMATION AND OPTIONS. 14) ALL VARI-GREEN (VG) FANS SHALL INCLUDE AN 85% EFFICIENT (AT ALL SPEEDS) ELECTRONIC COMMUTATION (EC), BRUSHLESS DC TYPE, MOTOR SPECIFICALLY DESIGNED FOR FAN APPLICATIONS AND SPEED CONTROLLABLE DOWN TO 20% OF FULL SPEED. SEE FAN SCHEDULE REFERENCE SHEET FOR SPEED CONTROL OPTIONS. 15) IF EXISTING ROOF CURBS ARE TO BE USED, THE OUTSIDE DIMENSIONS (O.D.) OF THE TOP OF THE EXISTING ROOF CURB SHALL BE FIELD MEASURED BY THE MECHANICAL CONTRACTOR AND PROVIDED TO THE GREENHECK MANUFACTURER'S REPRESENTATIVE PRIOR TO SUBMISSION FOR APPROVAL. 16) SONES SHOWN FOR MODELS SP AND CSP ARE SPHERICAL. 17) FOR FURTHER INFORMATION, PLEASE CONTACT ADE ENGINEERING AT (516) 256-7666.

HOPE SENIOR HOUSING ZONE VALVE SCHEMATIC

Unit Heater Schedule

Designation UH-1 UH-2 UH-3

NEUTRAL

L1 120V

SECONDARY WIRES 24Vac 20VA

#12 WHITE

NEUTRAL

PRIMARY WIRES 120V 60Hz

BLACK

Electric 120v, 1Ø 60 Hz. 120v, 1Ø 60 Hz. 120v, 1Ø 60 Hz.

Heating Output G.P.M. 20.0 MBH 2.06 55.7 MBH 5.7 20.0 MBH 2.06

High C.F.M. 543 1214 543

Blower H.P. (1) 1/20 (1) 1/8 (1) 1/20

Dimensions 26-3/4" X 18-1/2" X 20-1/4"H 26-3/4" X 18-1/2" X 20-1/4"H 26-3/4" X 18-1/2" X 20-1/4"H

Wt. 100 lbs. 100 lbs. 100 lbs.

Controls Remote T'stat Remote T'stat Remote T'stat

ASC HL

Model # FFHB04 FFHB04 FFHB04

BLVD CITY

Leaving Water Temperature 170° (F) 170° (F) 170° (F)

High C.F.M. 390 390 390

Blower H.P. 0.05 0.05 0.05

FLA 0.9 0.9 0.9

Dimensions 3'-2 5/16" x 9 7/8" x 2'-1 3/16"H 3'-2 5/16" x 9 7/8" x 2'-1 3/16"H 3'-2 5/16" x 9 7/8" x 2'-1 3/16"H

Wt. 125 lbs. 125 lbs. 125 lbs.

CO O P

Style Vertical Recessed Vertical Recessed Vertical Recessed

Manufacturer Trane Trane Trane

Controls Integral T'stat Integral T'stat Integral T'stat

H LO ASC

Designation CUH-1 CUH-2 CUH-3

Cabinet Unit Heater Schedule Entering Air Leaving Air Entering Water Electric Heating Output G.P.M. Temperature Temperature Temperature 120V, 1Ø 60 HZ 25.6 MBH 1.71 50° (F) 174° (F) 190° (F) 120V, 1Ø 60 HZ 25.6 MBH 1.71 50° (F) 174° (F) 190° (F) 120V, 1Ø 60 HZ 25.6 MBH 1.71 50° (F) 174° (F) 190° (F)

AV TOW BAR

ENU

AVEN BARTOW

BARTOW AV ENUE

BLACK

2050 BARTOW AVENUE

Pump Schedule

MANUFACTURER

MODEL NUMBER

GPM FT. HD. HP

RPM

ELECTRICAL DATA

P-1

Hot Water Heating

Armstrong

4380 0206-005.0

144

5.0

3401

208V-3Ø-60HZ

P-2

Hot Water Heating

Armstrong (stand-by) 4380 0206-005.0

144

5.0

3401

208V-3Ø-60HZ

P-3

Turbomax Zone Pump Armstrong

E24.2 ci 120V

0.4

3275

120V-1Ø-60HZ

P-4

Turbomax Zone Pump Armstrong

E24.2 ci 120V

0.4

3275

120V-1Ø-60HZ

CHE

TAG USE

BAY

R C Y O/B W G3 G2 G1

STE

R AV

CO O

RCN

ITY

BLV D

YELLOW = COM

Model # UHSA042S UHSA090S UHSA042S

H ST

#12 BLACK

WHITE

Style Clg. Suspended Clg. Suspended Clg. Suspended

ALDRIC

Transformer YEL/WHT = 24V

Manufacturer Trane Trane Trane

Belimo 24 V

Valve

CONSTRUCTION DOCUMENTS REVIEW SET - NOT FOR CONSTRUCTION

NOTES: With Vibration Hangers, Flex Connectors (double Snubber Type) And Magnetic Starters, Total Motor Enclosure, VFD Drives with Controller and Pressure Sensor and NEMA Premium Efficiency Motors

HELPERN ARCHITECTS

WIRELESS THERMOSTAT DETAIL NOT TO SCALE Boiler Schedule WIRELESS WALL MOUNTED REMOTE THERMOSTAT SENTIENT MODEL# T9000

Location No. of boilers Manufacturer Model # MEA# EFFICIENCY Input BTUH Boiler Rm. 2 LAARS (Pennant) PNCH-1500 136-03-E VOL II 85.1% 1,500,000

Output BTUH 1,275,000

Relief Valve Setting 125 PSI

I.B.R. net 1084

Operating Pressure 45 PSI

Operating Weight 815 lbs.

T SUPPLY RISER

RETURN RISER

REMOTE CONTROL NODE SENTIENT MODEL #12200A ACCESS PANEL (TYPICAL) WALL TO WALL ENCLOSURE

TRANSFORMER 115V/24V RIB #TR20VA002

ACTIVE HEATING ELEMENT

BALANCING VALVE (BALL VALVE) HAMMOND #8211-15 END CAP

Location Boiler Room

Manufacturer TURBOMAX

Indirect Water Heater Schedule Ship Weight # Tanks Model# Gallon Capacity Heat Transfer Area Dimensions 1 T-109 119 58.9 sq. ft. 29"dia.x72.75"H 555 lbs

BELIMO VALVE #Z205Q-J (3/4") IN ZONE VALVE COVER

BASEBOARD DETAIL NOT TO SCALE

Manufacturer Model # Caleffi NA548082A

Miscellaneous Outside temp sensor pump controller ASME pressure relief, Hi-limit, dual low water cut-offs operating and limiting aqustats & pres./temp gauges as req'd.

Air/Dirt Separator Schedule Blowdown Valve Inlet Size Outlet Size Dimensions 3" 3" 1-1/4" 18"dia. x 50"H

MECHANICAL SCHEDULES AND DETAILS

Ship Weight 108 Lbs

VENT

FLOOR

SHUT-OFF VALVE (BALL VALVE) HAMMOND #8211-15

Location Boiler Room

Dimensions 78.5" X 29.3" X 41.5" H

THREE (3) ELBOW SWING (TYPICAL)

Type Bladder-Removeable

Location Boiler Room

Expansion Tank Schedule (2 Required) Manufacturer Model# Total Volume Armstrong AX-120V 67 gallons

Dimensions 24" dia. x 44"H

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: YL/PJ PJ CHK BY: DWG NO.:

Ship Weight 225 lbs

PACKAGED TERMINAL AIR CONDITIONER (PTAC) SCHEDULE TAG E

MANUFACTURER MODEL NUMBER ISLANDAIRE

EZ4209

NOTES: 1. ARCHITECTURAL GRILLE. 2. SLEEVE DEPTH TO MATCH WALL THICKNESS. 3. DECORATIVE SUB-BASE. 4. DR. PTAC 24/7 OUTDOOR AIR KIT.

COOLING CAPACITY 8900 BTU

EER

HIGH VENT COOLING CFM CFM WATTS

11.3

360

787

COOLING ELECTRIC 3.6 AMPS

REVERSE HEAT HEATING WATTS CAPACITY 8500 BTU

2500

2 STAGE HEATER 3.4 AMPS

SHIP WEIGHT 141

ELECTRICAL DATA

SLEEVE DIM.

C.O.P.

208V-1Ø-60HZ

42 1/8"x16 1/4"

3.3

M-006.00

PTAC CHASIS and DUCTS TO BE COVERED DURING CONSTRUCTION

DOB DRAWING NO.

DRAWING NO. 6 of 6

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

ELECTRICAL GENERAL NOTES

ELECTRICAL SYMBOLS LIST

BRONX, NY 10475

ELECTRICAL ABBREVIATIONS

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025 MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584 CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200 ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404 EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

ELECTRICAL DEMOLITION NOTES REVISIONS REV NO. 100% CDs REVIEW SET

ASC

P CIT

Y BL

H ST

H ASC

CO O

P LOO

ALDRIC

BARTOW

AVENUE

BARTOW

AVENUE

T BAR

N AVE OW

BAY

STE CHE

E R AV

CIT

YB LVD

2050 BARTOW AVENUE

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

ELECTRICAL SYMBOLS, NOTES & ABBREVIATIONS FLOOR/WALL FIRE-RATED FITTING

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

E-001.00 01

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

LIVING / DINING 234

BEDROOM 235

LIVING / DINING / STUDIO 238

LIVING / DINING 241

BEDROOM 242

BEDROOM 245

LIVING / DINING 246 ACCESSIBLE FLOORS 2-6

LIVING / DINING 249

BEDROOM 250

LIVING / DINING / STUDIO 253 ACCESSIBLE FLOORS 2-6

BEDROOM 257

LIVING / DINING 256

BEDROOM 260

B1 236

B1 237

K2 239

B2 244

B1 243

K3 240

K4 247

HALL 201

K3(SIMILAR) 232

K3 225

B1 228

BEDROOM 230

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

K1 254

B1 258

K3 255

K2 224

B1 222

B1 221

K2 219

BEDROOM 227

LIVING / DINING 226

LIVING / DINING / STUDIO 223

LIVING / DINING / STUDIO 220

JAN 215

K5 218

LIVING / DINING 217

B1 259

ELEV 1

K5 210

ELEV 2

BEDROOM 214

K3 209

B1 206

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

K3(SIMILAR) 262

HALL 201

B1 216

LIVING / DINING 231

B2 252

B1 251

K3 248

HALL 201

B1 229

LIVING / DINING 261

STAIR 2

STAIR 1

K3(SIMILAR) 233

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

K3(SIMILAR) 202

B1 205

B1 212

BEDROOM 213

LIVING / DINING 211

LIVING / DINING 208

BEDROOM 207

BEDROOM 204

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

LIVING / DINING 203

REVISIONS 100% CDs REVIEW SET

1/8"-1'-0"

METER ROOM 132

MAINTENANCE 137

ELECTRICAL 138

WORKSHOP 139

TENANT OFFICE 103

BEDROOM 104

BEDROOM 105

SUPERINTENDENTS L/D 108

CORRIDOR 110

ASC HL

BEDROOM 111

LIVING / DINING 112

OO P

H ST

ALDRIC

ASC

H LO

CO O

BOILER ROOM 130

VESTIBULE 101

CORRIDOR 131

Y BL

SCALE:

REV NO.

P CIT

TYPICAL FLOOR PLAN

STAIR 2

STAIR 1

BARTOW

TOW

BAR

FIRE PUMP ROOM 140

NUE AVE

JANITOR 107 FIRST FLOOR EL +15'-0"

CIT

K3(SIMILAR) 114

B1 113

CLOSET 136

E R AV

K6 109

B1 106

YB LVD

2050 BARTOW AVENUE

LOBBY 102

CORRIDOR 134

AVENUE

STE CHE

MEN'S TOILET 133

BARTOW

BAY

WOMEN'S TOILET 135

AVENUE

CORRIDOR 126

RECYCLING 115

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

LAUNDRY 129

ELEV 1

COMPACTOR ROOM 125 TENANT WARMING PANTRY 127

D D

ELEV 2

COMMUNITY ROOM 128

ELEC 124

BUILDING STORAGE 123

K2 122

B1 120

LIVING / DINING / STUDIO 121

B1 119

BEDROOM 118

K3(SIMILAR) 116

LIVING / DINING 117

ELECTRICAL GROUND AND TYPICAL (2-7) FLOOR PLANS DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

GROUND FLOOR PLAN SCALE:

E-101.00

1/8"-1'-0"

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025 MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584 CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200 ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

ROOF (HIGH POINT OF PLANK) EL +78'-7"

STAIR 1

ROOF 801

STAIR 2

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

ELEV 1

EXISTING EXHAUST FANS (TYP)

ELEV 2

STORAGE ROOM 802

REVISIONS REV NO. 100% CDs REVIEW SET

1/8"-1'-0" ASC H

LOO

H ST

ASC

H LO

CO O

P CIT

Y BL

ALDRIC

BARTOW

AVENUE

T BAR

N AVE OW

CIT

YB LVD

2050 BARTOW AVENUE

AVE

ELEVATOR MACHINE ROOM 901

BARTOW

TER

901

AVENUE

HES

SCALE:

C BAY

MAIN ROOF PLAN

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

ELECTRICAL MAIN ROOF PLANS DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

E-102.00 03

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

LIVING / DINING 234

BEDROOM 235

LIVING / DINING / STUDIO 238

LIVING / DINING 241

BEDROOM 242

BEDROOM 245

LIVING / DINING 246 ACCESSIBLE FLOORS 2-6

LIVING / DINING 249

BEDROOM 250

LIVING / DINING / STUDIO 253 ACCESSIBLE FLOORS 2-6

LIVING / DINING 256

BEDROOM 257

LIVING / DINING 261

BEDROOM 260 SC

SC SC

K3(SIMILAR) 233

K2 239

UPSTAIRDN

B1 236

K3 240

K4 247

B1 243 B

HALL 201

K3 248

B2 244

B EM

EL. 8'-0"

B1 229

B1 228

K3 225

B1 222

K2 224

B1 221

K2 219

B EM

B1 212

ELEV 1

B EM

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

B1 206

K3 209

K5 210

ELEV 2

B1 205

K3(SIMILAR) 202

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

SC SC SC

BEDROOM 230

B1 259

HALL 201

SC SC

LIVING / DINING 231

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

B EM

B1 216

K5 218

B EM

K3(SIMILAR) 262

UP DN STAIR 2

B1 258

K1 254

B EM

HALL 201

JAN 215 K3(SIMILAR) 232

K3 255

B2 252

B1 251

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

B1 237

B EM

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

BEDROOM 227

LIVING / DINING 226

LIVING / DINING / STUDIO 223

LIVING / DINING 217

LIVING / DINING / STUDIO 220

BEDROOM 214

BEDROOM 213

LIVING / DINING 211

LIVING / DINING 208

BEDROOM 207

BEDROOM 204

LIVING / DINING 203

REVISIONS

TYPICAL (2-6) FLOOR PLAN

SCALE:

REV NO. 100% CDs REVIEW SET

1/8"-1'-0"

CORRIDOR 131

EL. 8'-1"

ASC HL

BEDROOM 104

EL. 8'-1"

BEDROOM 105

SUPERINTENDENTS L/D 108

LIVING / DINING 112

BEDROOM 111

OO P

H ST

WORKSHOP A 139

TENANT OFFICE 103

ALDRIC

WOMEN'S TOILET 135

A EM

A A

EL.+/- 9'-4" B.O.SLAB

A EM

EL. 7'-6"

EL.+/- 9'-4" B.O.SLAB

A EM

EL. 8'-1"

A EM

COMMUNITY ROOM 128

A EM

TENANT WARMING PANTRY 127

A EM

A 8"

COMPACTOR ROOM 125 ELEV 2

ELEV 1

EL. 8'-1"

2050 BARTOW AVENUE

RECYCLING 115

CONSTRUCTION DOCUMENTS ELEC 124

A LAUNDRY 129

CORRIDOR A EM 126

EL. 7'-6"

K6 109

A EM

NUE AVE

JANITOR 107

A EL. 8'-1"

K2 122

B1 120

- REVIEW SET - NOT FOR CONSTRUCTION

B1 119

K3(SIMILAR) 116

BUILDING STORAGE 123 LIVING / DINING / STUDIO 121

BEDROOM 118

LIVING / DINING 117

ELECTRICAL GROUND AND TYPICAL (2-6) FLOOR PLANS - LIGHTING DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

GROUND FLOOR PLAN SCALE:

AVENUE

YB LVD

B1 106

K3(SIMILAR) 114

BARTOW

CIT

FIRE PUMP ROOM 140 CORRIDOR 134

B1 113

AVENUE

STE CHE

EL. 8'-1"

ELECTRICAL 138

LOBBY 102

TOW

BAR

E R AV

BARTOW

BAY

CORRIDOR 110

CLOSET 136

STAIR 2

A MEN'S TOILET 133

H LO

ASC

STAIR 1

CO O

Y BL

BOILER ROOM 130

VESTIBULE 101

MAINTENANCE 137

P CIT

METER ROOM 132

E-201.00

1/8"-1'-0"

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

LIVING / DINING 734

LIVING / DINING / STUDIO 738

BEDROOM 735

LIVING / DINING 741

BEDROOM 742

BEDROOM 745

LIVING / DINING 746

LIVING / DINING 749

BEDROOM 750

LIVING / DINING / STUDIO 753

LIVING / DINING 756

BEDROOM 757

BEDROOM 760

SC SC

B1 736

B EM

K2 739

B1 737

DN UP STAIR 1

K3 740

B1 743

K3 748

K4 747

B1 751

B EM

EL. 7'-6"

B2 752

B1 758

B EM

JAN 715 B1 728

K3 725 SC

B1 722

K2 724 SC

B1 721

K2 719

K5 718

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

K5 710

B1 712 ELEV 2

B1 706

K3 709

B1 705

K3(SIMILAR) 702

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

SC SC SC

BEDROOM 730

B EM

HALL 701

SC SC

LIVING / DINING 731

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

B EM

B1 716 ELEV 1

B EM

K3(SIMILAR) 762

B1 759

DN UP STAIR 2

EL.+/- 8'-9" B.O.SLAB

K3(SIMILAR) 732

K3 755

B EM

HALL 701

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

EL. 8'-0"

HALL 701

B1 729

K1 754

B2 744

K3(SIMILAR) 733

LIVING / DINING 761 SC

SC SC

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

BEDROOM 727

LIVING / DINING 726

LIVING / DINING / STUDIO 723

LIVING / DINING / STUDIO 720

LIVING / DINING 717

BEDROOM 714

BEDROOM 713

LIVING / DINING 711

LIVING / DINING 708

BEDROOM 707

BEDROOM 704

LIVING / DINING 703

REVISIONS 100% CDs REVIEW SET

1/8"-1'-0"

ASC HL

OO P

H ST

ASC

H LO

CO O

P CIT

Y BL

ALDRIC

BARTOW

TOW

BAR

AVENUE

BARTOW

AVENUE

NUE AVE

E R AV

CIT

YB LVD

2050 BARTOW AVENUE

STE CHE

SCALE:

REV NO.

BAY

7TH FLOOR PLAN

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

ELECTRICAL SEVENTH FLOOR PLANS - LIGHTING DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

E-202.00 05

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

REVISIONS REV NO. 100% CDs REVIEW SET

ASC H

POWER RISER DIAGRAM

LOO

H ST

ASC

H LO

CO O

P CIT

Y BL

ALDRIC

BARTOW

AVENUE

BARTOW

AVENUE

T BAR

N AVE OW

C BAY

HES

TER

AVE

CIT

YB LVD

2050 BARTOW AVENUE

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

ELECTRICAL SCHEDULES & POWER RISER DIAGRAM DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

E-300.00 06

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

REVISIONS REV NO. 100% CDs REVIEW SET

ASC H

LOO

H ST

ASC

H LO

CO O

P CIT

Y BL

ALDRIC

BARTOW

AVENUE

BARTOW

AVENUE

T BAR

N AVE OW

C BAY

HES

TER

AVE

CIT

YB LVD

2050 BARTOW AVENUE

CONSTRUCTION DOCUMENTS - REVIEW SET - NOT FOR CONSTRUCTION

ELECTRICAL SPECIFICATIONS DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: JY / JK EM CHK BY: DWG NO.:

E-400.00 07

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475

LIVING / DINING 234

BEDROOM 235

LIVING / DINING 241

BEDROOM 242

BEDROOM 245

8 UP

B1 236

LIVING / DINING 246 ACCESSIBLE FLOORS 2-6

LIVING / DINING 249

LIVING / DINING / STUDIO 253

BEDROOM 250

BEDROOM 260

BEDROOM 257

LIVING / DINING 256

5 2

4 1

3 8

8 DN

B1 237

K2 239

K3 240

B1 243

B2 244

LIVING / DINING 261

ACCESSIBLE FLOORS 2-6

STAIR 1

8 K3(SIMILAR) 233

LIVING / DINING / STUDIO 238

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

K4 2 2471

B1 251

K3 248

B2 252

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

STAIR 2

K1 254

8 DN

B1 258

K3 255

4 3

1 8

B1 259

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

K3(SIMILAR) 262

7 HALL 201

HALL 201

K3(SIMILAR) 232

B1 229

4 LIVING / DINING 231

K2 224

8 1

K3 225

B1 228

BEDROOM 230

B1 222

8 1

BEDROOM 227

K5 218

K2 219

B1 221

LIVING / DINING 226

LIVING / DINING / STUDIO 223

JAN 215

B1 216

8 1

LIVING / DINING / STUDIO 220

K5 210

ELEV 2

BEDROOM 213

B1 206

3 LIVING / DINING 211

K3(SIMILAR) 202

B1 205

8 2

1 BEDROOM 2 3 214 4 5

K3 209

B1 212

LIVING / DINING 217

6 8 ELEV 1

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

LIVING / DINING 208

BEDROOM 207

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

BEDROOM 204

LIVING / DINING 203

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

PLUMBING KEY NOTES (TYPICAL FLOOR PLAN (2-7): 1 2

1/8" = 1'-0"

CONTRACTOR TO MAKE ARRANGEMENTS WITH GAS SUPPLIER TO EVAULATE EXISTING SERVICE AND NEW GAS LOAD. ENGINEER TO PROVIDE GAS LOAD LETTER

3 4

PROVIDE NEW TRAPS, VALVES AND CONNECTING ELBOWS AT WATER CLOSETS WITHIN BATHROOMS.

OPEN EXISTING PLUMBING CHASE. REMOVE A SECTION OF THE SANITARY STACK FOR OWNER TO OBSERVE EXISTING CONDITIONS

OPEN EXISTING PLUMBING CHASE. REMOVE A SECTION OF THE DOMESTIC WATER LINES FOR OWNER TO OBSERVE EXISTING CONDITIONS.

REPLACE SANITARY AND VENT STACKS

REV NO.

PROVIDE NEW SHUT-OFF VALVES ON DOMESTIC HOT AND COLD WATER SUPPLY LINES TO LAVATORIES, SINKS AND WATER CLOSETS WITHIN KITCHENS AND BATHROOMS.

CORRIDOR 131

FIRE PUMP ROOM 140

WOMEN'S TOILET 135

STAIR 2

LOBBY 102

K6 109

B1 8 106

CLOSET 136

H ST

ALDRIC

4 3

B1 113

AVEN BARTOW

AV TOW BAR

K3(SIMILAR) 6 114

ENU

2050 BARTOW AVENUE

CORRIDOR 126

RECYCLING 115

LAUNDRY 129

ELEV 1

COMMUNITY ROOM 128

COMPACTOR ROOM 2 125

K2 122

ELEC 124

ELEV 2

BARTOW AV ENUE

JANITOR 107

CORRIDOR 134

BLVD

TRIPLEX DOMESTIC WATER SYSTEM BOOSTER PUMP UNIT ON 4" NEW CONC. PAD BY G.C.

CITY

ASC HL

CO O P

LIVING / DINING 112

B1 120

K3(SIMILAR) 116

B1 119

BUILDING STORAGE 123

4 LIVING / DINING / STUDIO 121

8 1

4 5 BEDROOM 118

4 LIVING / DINING 117

REPLACE SANITARY AND VENT IN RECYCLING ROOM AT HOUSE PIT

BLV D

BEDROOM 111

ITY

SUPERINTENDENTS L/D 108

BEDROOM 105

H LO ASC

WORKSHOP 139

BEDROOM 104

RECONNECT TO EXISTING PIPING

ELECTRICAL 138

TENANT OFFICE 103

CORRIDOR 110

CO O

4" FD

MAINTENANCE 137

MEN'S TOILET 133

100% CDs REVIEW SET

09-22-2017

R AV

REMOVE EXISTING CLEAN OUT W/DECK PLATE AND INSTALL A NEW FLOOR DRAIN PROVIDE EXCAVATION AND REPAIR TO FLOOR

STAIR 1

REVISIONS

STE

1" CW MAKE-UP W/RPZ FOR MECH. CONTR. W/SUB. METER

VESTIBULE 101 METER ROOM 132

DATE

BOILER ROOM 130

REVISIONS

CHE

SCALE:

TRIPLEX DOMESTIC WATER SYSTEM BOOSTER PUMPS SYSTEM CAPACITY 184 GPM AT 140 FT TDH SICO MODEL #2300 VARIABLE SPEED TRIPLEX WATER PRESSURE BOOSTER SYSTEM WITH CUSHION TANK WITH TWO (2) GRUNDFOS MODEL CR15-3 PUMPS (EACH PUMP RATED: 92 GPM @ 60 PSI), 5 HP, 3500 RPM VERTICAL MULTI-STAGE MAIN PUMPS WITH ONE (1) GRUNDFOS MODEL CR10-4 PUMP (46 GPM @ 60 PSI), 3 HP, 3500 RPM, VERTICAL MULTI-STAGE MAIN PUMP WITH 80 GALLON 150 PSI TANK WITH TRIPLEX CONTROL PANEL (NEMA 1) (208 VOLT - 3 PHASE) WITH VFD DRIVES

PROVIDE ALL NEW PLUMBING FIXTURES, DUAL FLUSH WATER CLOSETS (1.20 GPF, 750G MINIMUM), LAVATORIES, SHOWER PANS, KITCHEN SINKS COMPLETE WITH ALL DRAINAGE AND SUPPLY CONNECTIONS . INSTALLATION SHALL INCLUDE ALL FAUCETS (0.5 GPM AT LAVATORY AND 1.5 GPM AT KITCHEN), SHOWER BODIES, BATHTUB TRIP-LEVERS , POP-UP DRAINS, TRAPS, TAILPIPES, ETC. FOR A COMPLETE INSTALLATION. ALL KITCHEN AND LAVATORY FAUCETS SHALL BE PROVIDED WITH LOW-FLOW AERATORS. ALL FIXTURES SHALL BE ADA COMPLIANT. PROVIDE NEW SHOWER BODY AND 1.5 GPM SHOWER HEADS WITHIN APARTMENT UNITS.

BAY

TYPICAL FLOOR PLAN (2-7)

PROVIDE ALL REQUIRED FITTINGS, VALVES AND ASSOCIATED PIPING.

CONSTRUCTION DOCUMENTS REVIEW SET - NOT FOR CONSTRUCTION

HELPERN ARCHITECTS

TENANT WARMING PANTRY 127

PLUMBING GROUND AND TYPICAL(2-7) FLOOR PLANS

PLUMBING KEY NOTES (GROUND FLOOR PLAN): 1 2

GROUND FLOOR PLAN SCALE:

1/8" = 1'-0"

3 4

PROVIDE ALL REQUIRED FITTINGS, VALVES AND ASSOCIATED PIPING. PROVIDE ALL NEW PLUMBING FIXTURES, DUAL FLUSH WATER CLOSETS (1.20 GPF, 750G MINIMUM), LAVATORIES, SHOWER PANS, KITCHEN SINKS COMPLETE WITH ALL DRAINAGE AND SUPPLY CONNECTIONS . INSTALLATION SHALL INCLUDE ALL FAUCETS (0.5 GPM AT LAVATORY AND 1.5 GPM AT KITCHEN), SHOWER BODIES, BATHTUB TRIP-LEVERS , POP-UP DRAINS, TRAPS, TAILPIPES, ETC. FOR A COMPLETE INSTALLATION. ALL KITCHEN AND LAVATORY FAUCETS SHALL BE PROVIDED WITH LOW-FLOW AERATORS. ALL FIXTURES SHALL BE ADA COMPLIANT. PROVIDE NEW SHOWER BODY AND 1.5 GPM SHOWER HEADS WITHIN APARTMENT UNITS.

PROVIDE NEW TRAPS, VALVES AND CONNECTING ELBOWS AT WATER CLOSETS WITHIN BATHROOMS. REMOVE EXISTING.

PROVIDE NEW ELECTRIC RANGE AS SELCTED BY ARCHITECT

REPLACE EXISTING HOSE BIBB WITH NON FREEZE KEY OPERATED HOSE BIBB AS SELECTED BY ARCHITECT

REPLACE SANITARY AND VENT STACKS

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: YL/PJ PJ CHK BY: DWG NO.:

P-001.00

PROVIDE NEW SHUT-OFF VALVES ON DOMESTIC HOT AND COLD WATER SUPPLY LINES TO LAVATORIES, SINKS, URINAL AND WATER CLOSETS WITHIN KITCHENS AND BATHROOMS.

DOB DRAWING NO.

DRAWING NO. 1 of 3

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

STAIR ROOF EL +87'-7"

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

ROOF 801

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

BULKHEAD ROOF EL +97'-5"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404 EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

ROOF PLAN SCALE:

1/8" = 1'-0"

ROOF (HIGH POINT OF PLANK) EL +78'-7"

1 STAIR 1

ROOF 801 1

1 DN

REVISIONS02-28-2017

DESIGN DEVELOPMENT SUBMITTAL

REV NO.

DATE

REVISIONS

09-22-2017

100% CDs REVIEW SET

1 ASC HL

STAIR 2

H ST

UP AV TOW BAR

ELEV 1

ELEV 2

BARTOW AV ENUE

2050 BARTOW AVENUE

BLV

AVEN BARTOW

BAY

CHE

STE

R AV

CO O

PC ITY

ENU

CO O P

OP H LO ASC

CITY

BLVD

ALDRIC

STORAGE ROOM 802

CONSTRUCTION DOCUMENTS REVIEW SET - NOT FOR CONSTRUCTION

HELPERN ARCHITECTS PLUMBING KEY NOTES : UP

REPLACE VENT THRU ROOF AND FLASHING

PLUMBING ROOF AND MAIN ROOF PLANS

ELEVATOR MACHINE ROOM 901

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: YL/PJ PJ CHK BY: DWG NO.:

MAIN ROOF PLAN SCALE:

1/8" = 1'-0"

P-002.00 DOB DRAWING NO.

21 EAST 4TH STREET

NEW YORK

DRAWING NO. 2 of 3

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025 MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

4" VTR

ROOF

4" VTR

4" VTR 3"

4" 2"

4" VTR 3" 2"

1-1/2" 1-1/2" WC LAV BT

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

4" 2"

1-1/2" 1-1/2" LAV WC BT

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

1-1/2" 1-1/2" WC LAV BT

7TH FLOOR 3"

4" 2"

3" 2"

1-1/2" 1-1/2" WC LAV BT

4" 2"

1-1/2" 1-1/2" LAV WC BT

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

1-1/2" 1-1/2" WC LAV BT

6TH FLOOR 3"

4" 2"

3" 2"

1-1/2" 1-1/2" WC LAV BT

4" 2"

1-1/2" 1-1/2" LAV WC BT

1-1/2" 1-1/2" WC LAV BT

5TH FLOOR 3"

4" 2"

3" 2"

1-1/2" 1-1/2" WC LAV BT

4" 2"

1-1/2" 1-1/2" LAV WC BT

1-1/2" 1-1/2" WC LAV BT

REVISIONS REV NO.

4TH FLOOR 3"

4" 2"

1-1/2" 1-1/2" WC LAV BT

3" 2"

DATE

REVISIONS

09-22-2017

100% CDs REVIEW SET

4" 2"

1-1/2" 1-1/2" LAV WC BT

1-1/2" 1-1/2" WC LAV BT

3RD FLOOR 3"

4" 2" 1-1/2" 1-1/2" WC LAV BT

2" 2"

4" 2"

1-1/2" 1-1/2" LAV WC BT

1-1/2" 1-1/2" WC LAV BT

ASC HL

2ND FLOOR 4"

H ST

ALDRIC

BLVD

CITY

CO O P

STEEL ROD

3/8"Ø - 2 PIPE 1/2"Ø - 2 1/2"-4" PIPE 5/8"Ø - 5" PIPE & LARGER

STEEL ROD SEE SPEC FOR SIZE

1 1/2"x1 1/2"x1/4" ANGLE FOR NOT MORE THAN (4) 2" PIPES 2"x2"x5/16" ANGLE FOR ALL OTHERS

PIPE CLAMP

ENU

BARTOW AV ENUE

CO O

PC ITY

BLV

2050 BARTOW AVENUE

R AV

NOT TO SCALE

AV TOW BAR

STE

TYPICAL SANITARY RISER DIAGRAMS

AVEN BARTOW

CHE

PLUMBING NOTES: 1. All work shall comply with the requirements of the NYC Plumbing Code,and CON EDISON. 2. Contractor shall obtain all required permits pay all required fees perform all required tests and obtain all approvals in accordance with the NYC Building and Plumbing codes, and all authorities having jurisdiction. 3. All cutting and drilling is included. 4. Piping: A. soil, waste and vent piping: No-Hub cast iron soil pipe and fittings with no hub coupling. B. hot and cold water piping: Type 'L' hard temper copper tube with wrot copper fittings make up joints with lead free solder. C. gas piping: Schedule 40 black iron with threaded malleable iron fittings. 5. Insulate all hot and cold water piping with 1/2" thick premolded fiberglass with vapor proof all purpose jacket. 6. Provide pipe sleeves and escutcheons for all pipes thru floors and walls, fire stop all openings. 7. Provide shut off valves to each fixture. 8. Provide all necessary hangers and supports. 9. Contractor shall verify existing conditions in field. 10. All fixtures and trim shall comply with local law 29/89, fixtures and trim as per Architect. 11. All exposed piping shall match fixture trim finish. 12. Coordinate all work with existing conditions and all other trades. 13. Provide shop drawings of all equipment and piping layout. 14. Domestic hot water piping insulation as per section 504.5 ECCCNYC 2014, 1" for circulating hot water system.

BAY

GROUND FLOOR

H LO ASC

CONSTRUCTION DOCUMENTS REVIEW SET - NOT FOR CONSTRUCTION

HELPERN ARCHITECTS

PLUMBING RISER DIAGRAMS AND SCHEDULES

CARRIER PIPE INSULATION SEE SPEC

CARRIER PIPE INSULATION - SEE SPEC. CLEVIS HANGAR SHIELD SINGLE PIPES LP TO 4"

ANGLE STEEL

INSULATION SADDLE

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: YL/PJ PJ CHK BY: DWG NO.:

MULTIPLE PIPES LP TO 4" RISER CLAMP

TYPICAL PIPE HANGER AND SUPPORT DETAIL NOT TO SCALE

P-003.00 DOB DRAWING NO.

21 EAST 4TH STREET

NEW YORK

DRAWING NO. 3 of 3

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475

2-1/2"

2-1/2" 1"

2-1/2"

1" 1"

K3 240

1-1/4" 1"

1" K3(SIMILAR) 232

B1 229

B1 228

(E)

2-1/2"

2-1/2" 1"

2-1/2" 1" B1 222

2-1/2" HALL 201

BEDROOM 227

(E)

LIVING / DINING / STUDIO 223

LIVING / DINING / STUDIO 220

(E)

2-1/2" 2-1/2"

2-1/2"

METER ROOM 132

ELEV 1

ELEVSP 2 1

1-1/2" UP @7TH FL.

EXISTING TRASH CHUTE RISER UP & DN

K5 210

K3 209

B1 212

MAINTENANCE 137

LIVING / DINING 217

(E)

BEDROOM 214

BEDROOM 213

ELECTRICAL 138

1" TENANT OFFICE 103

VESTIBULE 101 WORKSHOP 139

LIVING / DINING 211

BEDROOM 104

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

(E)

LIVING / DINING 208

BEDROOM 207

BEDROOM 204

LIVING / DINING 203

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

BEDROOM 105

SUPERINTENDENTS L/D 108

CORRIDOR 110

BEDROOM 111

F 6"

EXISTING 4" FSP RISER TO REMAIN PROVIDE NEW RISER CONTROL VALVE

F 2

STAIR 2

1" 1"

REVISIONS

09-22-2017

100% CDs REVIEW SET

(E)

ASC HL

LOBBY 102

WOMEN'S TOILET 135

1" CLOSET 136 1-1/4"

1-1/4" B1 106

1-1/4" 1"

1-1/2"

H ST

(E)

1" JANITOR 1" 107

K6 1" 109

2-1/2" 2-1/2"

1" K3(SIMILAR) 114 1" 1"

B1 113

1-1/2"

AV TOW BAR

ENU

AVEN BARTOW

BARTOW AV ENUE

2050 BARTOW AVENUE

ITY

ALDRIC

MEN'S TOILET 133

1-1/4"

DATE

LIVING / DINING 112

F 6"

REVISIONS

2-1/2"

NEW 500 GPM AUTOMATIC FIRE PUMP @ 75 PSI ITT/A-C 1580 MODEL 4X4X9.5F 30 HP, 3500 RPM, 208V, 3Ø, 60 HZ ON 12" HIGH CONC. CURB

1-1/2" LAUNDRY 129 1"

2-1/2"

F 6" 2-1/2"

4" 2-1/2"

1" 2-1/2"

1" 1"

2-1/2" 1"

2-1/2"

2-1/2" 1"

2-1/2"

COMMUNITY ROOM 128 1"

2-1/2"

RECONNECT

CONNECT TO EXIST. 2" PIPE

2-1/2" 2-1/2"

2-1/2"

1" 2-1/2"

2-1/2"

ELEC 124

1" K2 122

1" 1-1/2"

2-1/2" 2-1/2"

RECYCLING 115

2-1/2" 1" B1 120

SCALE:

1/8" = 1'-0"

CONSTRUCTION DOCUMENTS REVIEW SET - NOT FOR CONSTRUCTION

(E)

TENANT WARMING PANTRY 1"127

1" TO HEAD 1" IN HOPPER-COMPACTOR ROOM 125 SEE DETAIL

BUILDING STORAGE 1" 123

LIVING / DINING / STUDIO 121

(E) 1"

BEDROOM 118

LIVING / DINING 117

HELPERN ARCHITECTS

(E)

2" O.S.&Y. W/WATER FLOW & TAMPER SWITCHES WIRED TO CENTRAL STATION

GROUND FLOOR PLAN

K3(SIMILAR) 116

B1 119

1-1/4"

2-1/2"

1" 1"

2-1/2"

EXIST. 2" PIPE EXISTING TRASHELEVSP ELEV CHUTE RISER UP 2 1 1

1" 1"

2-1/2" 2-1/2"

1-1/2"

1" 2-1/2" CORRIDOR 126 2-1/2"

1-1/2"

2-1/2"

2-1/2" 2-1/2"

2-1/2"

1" 2-1/2"

2-1/2"

1"CORRIDOR 2-1/2" 134

R AV

2-1/2"

STE

2-1/2"

CHE

2-1/2"

BAY

FIRE PUMP ROOM 140 1"

NEW JOCKEY PUMP GRUNDFOS MODEL CR3-7 10 GPM @ 85 PSI 1.5 HP, 208V, 3Ø, 60HZ ON 12" HIGH CONC. CURB

CO O

2-1/2"

B1 205

(E)

1" F

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

REV NO.

STAIR 1

2-1/2"

B1 206

1-1/4"

2-1/2"

K3(SIMILAR) 202

2" SPILL OVER FD

2-1/2"

CONNECT TO EXIST. MAIN 1"

1" 2-1/2" 2-1/2"

1-1/2" 1"

CHECK VALVE

2-1/2"

CORRIDOR 131

HIGH TEMP. SPRINKLER HEAD 225º F (TYP.)

2-1/2"

EXISTING WATER FLOW & TAMPER SWITCHES WIRED TO CENTRAL STATION REPLACE EXISTING 3"X3"X5" FSP SIAMESE WITH NEW 3"X3"X6" FSP/SPRINKLER SIAMESE WITH ABD (FLUSH MOUNTED TYPE) 18" ABOVE GRADE M

F 1

1" 2-1/2"

DESIGN CRITERIA: SPRINKLER CODE REFERANCE: NFPA-13 2007 ED; AS PER NYCBC 903.3.1.2 OCCUPANCY: LIGHT HAZARD - NFPA-13 2007 ED. METHOD: HYDRAULIC - NFPA-13 2007 EDITION TABLE 14.5.2.2.1 AREA/HEAD: 225 SF MAX. DENSITY 0.10 GPM/SQ. FT. SYSTEM TYPE: WET 83 SPRINKLER HEADS

EXISTING 6" OS&Y VALVE (HCV)

2-1/2" HALL 201

(E)

EXISTING 6" DCDA W/ BY-PASS METER

2-1/2"

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

K3(SIMILAR) 262

SP 2

BOILER ROOMF 130

EXISTING 6" FIRE SERVICE W/CURB BOX W/ SHUT-OFF VALVE 2 FT. FROM STREET LINE

EXISTING 4" FSP RISER TO REMAIN. PROVIDE NEW RISER CONTROL VALVE

1" UP @7TH FL.

B1 259

2-1/2" 1"

1/8" = 1'-0"

4" SPRINKLER RISER UP 4" O.S.&Y. WATER FLOW & TAMPER SWITCH 1-1/4" DRAIN & TEST FITTING 2" DRAIN RISER UP

2-1/2"

TYPICAL FLOOR PLAN (2-7) SCALE:

B1 258

2-1/2" 2-1/2" 1" 1" 2-1/2" 2-1/2" 1"

(E)

LIVING / DINING 226

(E)

2-1/2"

1-1/2" B1 216

2-1/2"

2" JAN 215

K3 255

2-1/2"

K5 218

2-1/2"

K1 254

2-1/2"

(E)

BEDROOM 230

1-1/2" K2 219

B1 221

K3 248

B2 252

B1 251

(E)

1" 1"

K4 247

1" 2-1/2"

2-1/2"

1" LIVING / DINING 231

2-1/2"

1-1/4" K2 224

2-1/2" 1"

2-1/2"

K3 225

B1 243

2-1/2"

B2 244

(E)

BLVD

2-1/2"

(E)

2-1/2" 2" DRAIN UPHALL @7TH FL. 201

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

STAIR 2

CITY

2-1/2"

1" UP @7TH FL.

1-1/4"

F 2

CO O P

2-1/2" 1"

EXISTING 4" FSP RISER TO REMAIN

1" K2 239

B1 237

LIVING / DINING 261

ACCESSIBLE FLOORS 2-6

1" B1 236 1" 2-1/2"

BEDROOM 260

BEDROOM 257

LIVING / DINING 256

1" (E)

LIVING / DINING / STUDIO 253

BEDROOM 250

(E)

2-1/2"

LIVING / DINING 249

LIVING / DINING 246 ACCESSIBLE FLOORS 2-6

STAIR 1

K3(SIMILAR) 233

BEDROOM 245

(E)

SP 2

BEDROOM 242

BLV D

F 1

LIVING / DINING 241

EXISTING 4" FSP RISER TO REMAIN

BEDROOM 235

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

H LO ASC

LIVING / DINING 234

SPRINKLER RISER UP & DN 4" O.S.&Y. WATER FLOW & TAMPER SWITCH LIVING&/ DINING / STUDIO 1-1/4" DRAIN TEST 238 FITTING 2" DRAIN RISER UP & DN

SPRINKLER GROUND AND TYPICAL(2-7) FLOOR PLANS DESIGN CRITERIA: SPRINKLER CODE REFERENCE: NFPA-13 2007 ED; AS PER NYCBC 903.3.1.2 OCCUPANCY: LIGHT HAZARD - NFPA-13 2007 ED. METHOD: HYDRAULIC - NFPA-13 2007 EDITION TABLE 14.5.2.2.1 AREA/HEAD: 225 SF MAX. DENSITY 0.10 GPM/SQ. FT. SYSTEM TYPE: WET 98 SPRINKLER HEADS PLUS 2 HEADS IN COMPACTOR ROOM PLUS 1 HEAD IN HOPPER

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: YL/PJ PJ CHK BY: DWG NO.:

SP-001.00 DOB DRAWING NO.

21 EAST 4TH STREET

NEW YORK

DRAWING NO. 1 of 4

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE BRONX, NY 10475 OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

STAIR ROOF EL +87'-7"

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

ROOF 801

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

BULKHEAD ROOF EL +97'-5"

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

ROOF PLAN SCALE:

1/8" = 1'-0"

STAIR 1

DESIGN DEVELOPMENT SUBMITTAL

REV NO.

DATE

REVISIONS

09-22-2017

100% CDs REVIEW SET

ROOF (HIGH POINT OF PLANK) EL +78'-7"

1" INSPECTORS TEST CONNECTION

REVISIONS02-28-2017

ROOF 801

ASC HL

STAIR 1" 2

H ST

EXISTING 4" FSP RISER TO REMAIN

AV TOW BAR

AVEN BARTOW

BARTOW AV ENUE

ELEV 2

2050 BARTOW AVENUE

STORAGE ROOM 802 1"

BAY

1-1/2"

CHE

STE

R AV

1-1/2" DN

CO O

PC ITY

BLV D

ELEV 1

ENU

CO O P

CITY

1" DN OP H LO ASC

F 1

BLVD

ALDRIC

1" DN 2" DRAIN DN

CONSTRUCTION DOCUMENTS REVIEW SET - NOT FOR CONSTRUCTION

HELPERN ARCHITECTS DESIGN CRITERIA: STANDPIPE CODE REFERENCE: NFPA-14 2007 ED; AS PER NYCBC 905 CLASSIFICATION: CLASS I AS PER 905.3.1 (4) (1.1 THRU 1.1.3) METHOD: HYDRAULIC - NFPA-14 2007 EDITION MINIMUM FLOW RATE AS PER NFPA-14 2007 ED SECTION 7.10.1.1.1

ELEVATOR MACHINE ROOM 901

DESIGN CRITERIA: SPRINKLER CODE REFERENCE: NFPA-13 2007 ED; AS PER NYCBC 903.3.1.2 OCCUPANCY: LIGHT HAZARD - NFPA-13 2007 ED. METHOD: HYDRAULIC - NFPA-13 2007 EDITION TABLE 14.5.2.2.1 AREA/HEAD: 225 SF MAX. DENSITY 0.10 GPM/SQ. FT. SYSTEM TYPE: WET 8 SPRINKLER HEADS

SPRINKLER ROOF AND MAIN ROOF PLANS

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: YL/PJ PJ CHK BY: DWG NO.:

MAIN ROOF PLAN SCALE:

1/8" = 1'-0"

SP-002.00 DOB DRAWING NO.

21 EAST 4TH STREET

NEW YORK

DRAWING NO. 2 of 4

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION: FINISHED FLOOR

PRESSURE GAUGE

2050 BARTOW AVENUE

AS PER MANUFACTURER OF ITEM #4 RECOMMENDATION

1/4" 3-WAY TEST COCK

BRONX, NY 10475

1" SPRINKLER PIPE 5 4

6 7

JHBGIUHGSDBG

21 2 "

TO SPRINKLER DRAIN RISER

2050 BARTOW AVENUE BLOCK: 5141 LOT: 1045 EXISTING 7 STORY RESIDENTIAL BUILDING

ANGLE HOSE

VALVE

FINISHED WALL SURFACE 1

REDUCER

55 8 "

21 2" x1

2O' SPRAY NOZZLE

PIPING EXPOSED TO VIEW 6"

INTERIOR WALL

PIPE SLEEVE THRU WALL N.T.S.

CONCRETE ANCHOR

NTS

FIRE HOSE RACK UL. APPROVED SOLENOID VALVE

CHECK VALVE OS&Y VALVE (LOCKED OPEN)

CEILING @ ABSOLUTE MINIMUM(AS PER HD ADJ.), HIGHER CLG HGT.

1" SPRINKLER PIPING SENSOR SET @ 140°F. IN HOPPER

CEILING @ ABSOLUTE MAXIMUM(AS PER HD ADJ.), LOWER CLG HGT. 3/16"

3 5/16 DIA

1/2" BRONZE HEAD W/ OPEN DEFLECTOR

DETAIL OF PIPING & HEAD, REQUIRED SPACE TOLERANCE

OS&Y VALVE W/ TAMPER SWITCH (TYP.)

DETAIL OF SPRINKLER HEAD IN COMPACTOR HOPPER

NOT TO SCALE

OS&Y VALVE W/ TAMPER SWITCH (TYP.) BRONZE CHECK VALVE WITH 3/32" ORIFICE IN CLAPPER (TYP.)

NOT TO SCALE FREE STANDING NYC U.L. APPROVED SIAMESE

NOT LESS THAN 5'-0"

PRESSURE SWITCH (TYP.)

PITCH TOWARDS CHECK VALVE

1" NIPPLE AUTOMATIC DRIP SPILL OVER FLOOR DRAIN

BRANCH LINE

1" NPT FEMALE COUPLING REDUCER

H ST

1/2" GLOBE VALVES (TYP.) JOCKEY PUMP GRUNDFOS MODEL CR3-7 10 GPM @ 85 PSI 1.5 HP, 3500 RPM, 208V, 3Ø, 60HZ WITH JP3 SOLID STATE JOCKEY PUMP CONTROLLER WITH DIGITAL DISPLAY

PLUGGED OUTLET

TO FLOOR DRAIN

RECOMMEND CONCRETE PAD OR PIPE STAND FOR SUPPORT AUTOMATIC FIRE PUMP: 500 GPM @ 75 PSI ITT/A-C FIRE PUMP SERIES 1580, MODEL 4X4X9.5F UL & FM LISTED AND NYC MEA APPROVED VERTICAL IN-LINE PUMP; 30 HP, 3500 RPM, 208V, 3Ø, 60 HZ TORNA TECH MODEL GPA FULL SERVICE REDUCED VOLTAGE SOFT START FIRE PUMP CONTROLLER WITH DIGITAL TOUCH SCREEN DISPLAY. NEMA 2 ENCLOSURE WITH 100,00 AIC

SUCTION PRESSURE GAUGE

TORNA TECH FIRE PUMP CONTROLLER MEA # 121-02-E

Sprinkler 140a

June 20, 2008

The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com

1. DESCRIPTION

2. LISTINGS AND APPROVALS cULus Listed: Refer to the specific sprinkler technical data pages for sprinkler listings and other technical information.

3. TECHNICAL DATA Speciﬁcations: Connection to Branch Line: 1” Male NPT or 1” Female NPT Adjustment Range (Face of Ceiling to Face of Fitting): 1” (Additional 1/2” adjustment in Cover Plate for a total of 1-1/2”)

Material Standards:

Viking Technical Data may be found on The Viking Corporation’s Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page.

Sprinkler Assembly: Refer to specific sprinkler data page. Stop Ring: Brass UNS-C36000 Lower Assembly: Brass UNS-C84400 Rubber Gasket: Buna-N Self Forming Screw: Zinc Plated Steel Ordering Information (Also refer to the current Viking price list): Available Since 2008 NOTE: For concealed sprinklers, the cover plate assembly must be ordered separately (refer to the sprinkler technical data page and Viking’s current price list).

Part Number List Mirage® Adjustable Concealed Pendent Sprinkler Assemblies

14928 14929 14930 14918 14919 1

Nominal K-Factor

VK461 VK465 VK462

U.S.

metric1

2.8

40.3

4.2 5.6

60.5 80.6

Connection Type

ULUS Approved?

1” NPT Male

Yes

1” NPT Female

Yes

1” NPT Male

Yes

1” NPT Female

Yes

1” NPT Male

Yes

1” NPT Female

Yes

Metric K-factor measurement is shown in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0.

4. INSTALLATION Viking Adjustable Concealed Sprinkler Assemblies are manufactured and tested to meet the rigid requirements of the approving agency. Adjustable Concealed Sprinkler Assemblies are designed to be installed in accordance with recognized installation standards. Deviation from the standards or any alteration to the sprinklers or flexible connections after they leave the factory including, but not limited to: painting, plating, coating, or modification, may render the sprinkler inoperative and would automatically nullify the approval and any guarantee made by The Viking Corporation. The use of certain types of sprinklers may be limited due to occupancy and hazard.

Form No. F_010408

BARTOW AV ENUE

R AV

Sprinkler 108a

March 19, 2010

TECHNICAL DATA

The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com

New page 140a-c, issued June 20, 2008.

MICROFAST AND MicrofastHP® QUICK RESPONSE PENDENT SPRINKLERS

The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com

cULus Listed: Category VNIV NYC Approved: MEA 89-92-E, Volume 15 Refer to the Approval Chart on page 108d and Design Criteria on page 108e for cULus Listing requirements that must be followed.

Viking Technical Data may be found on The Viking Corporation’s Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page.

Specifications: Available since 1998. Minimum Operating Pressure: Refer to the Approval Chart on page 108d Maximum Working Pressure: 175 psi (12 bar). Factory tested pneumatically to 95 psi (6.55 bar) Thread size: 1” NPT or 25 mm BSP Nominal K-Factor: 5.6 U.S. (80.6 metric*) for all listed and approved lengths. *Metric K-factor measurement shown is when pressure is measured in bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0.

Glass-bulb fluid temperature rated to -65 °F (-55 °C)

Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Brass UNS-C26000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Compression Screw: Brass UNS-C36000 Pip Cap: Brass UNS-C36000 Pip Cap Adapter: Brass UNS-C36000 Orifice: Copper UNS-C22000 Tube: ERW Hydraulic Steel Tube Support (Internal): Stainless Steel UNS-S30400 Barrel: Steel Pipe UNS-G10260, Electrodeposited Epoxy Base finish Barrel End and Threads: QM Brass

Escutcheon Materials: Recessed Dry Escutcheons: Cold Rolled Steel UNS-G10080

Replaces page 108a-f, dated January 4, 2010. (Revised sprinkler materials and part numbers.)

cULus Listed: Category VNIV FM Approved: Classes 2001, 2002, 2015, and 2017 NYC Approved: Calendar Number 219-76-SA and MEA 89-92-E, Volume 16 ABS Certified: Certificate 04-HS407984C-PDA VdS Approved: Certificates G4040095, G4040097, G4060056, G4060057, G4880045, G4930038, and G4980021 LPC Approved: Ref. Nos. 096e/03 and 096e/04 CE Certified: Standard EN 12259-1, EC-certificates of conformity 0786-CPD-40130, 0786-CPD-40170 and 0786-CPD-40279, 0832-CPD-2001, and 0832-CPD-2003 MED Certified: Standard EN 12259-1, EC-certificate of conformity 0832-MED-1003 and 0832-MED-1008 NOTE: Other International approval certificates are available upon request. Refer to Approval Chart 1 and Design Criteria on page 41d for cULus Listing requirements and refer to Approval Chart 2 and Design Criteria on page 41f for FM Approval requirements that must be followed.

3. TECHNICAL DATA Specifications: Available since 1987. Minimum Operating Pressure: 7 psi (0.5 bar)* Maximum Working Pressure: Sprinklers 12282 and 12290 are rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pressure (HP) sprinklers can be identified by locating “250” stamped on the deflector. All other Part Nos. not mentioned above are rated to a maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Thread size: Refer to the Approval Charts Nominal K-Factor: Refer to the Approval Charts Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: Refer to the Approval Charts

Viking Technical Data may be found on The Viking Corporation’s Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page.

*cULus Listing, FM Approval, and NFPA 13 installs require a minimum of 7 psi (0.5 bar). The minimum operating pressure for LPCB and CE Approvals ONLY is 5 psi (0.35 bar).

Material Standards: Frame Casting: Brass UNS-C84400 or QM Brass for Sprinklers 06662B and 12282. Brass UNS-C84400 for all other sprinklers. Deflector: Phosphor Bronze UNS-C51000 or Copper UNS-C19500 for Sprinklers 06662B, 06666B, and 06765B. Copper UNSC19500 for Sprinkler 12282. Phosphor Bronze UNS-C51000, Copper UNS-C19500 or Brass UNS-C26000 for Sprinkler 06720B. Brass UNS-C26000 for all other Sprinklers. Bushing (for Sprinklers 06718B, 06720B, and 12290): Brass UNS-C36000 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap and Insert Assembly: Copper UNS-C11000 and Stainless Steel UNS-S30400 For Teflon® Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon® Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed

Form No. F_081296

The Viking Corporation, 210 N Industrial Park Drive, Hastings MI 49058 Telephone: 269-945-9501 Technical Services: 877-384-5464 Fax: 269-818-1680 Email: techsvcs@vikingcorp.com Viking Microfast® and MicrofastHP® Quick Response Horizontal Sidewall Sprinklers are small thermosensitive glass bulb spray sprinklers available with various finishes and temperature ratings to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmospheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflon® and Polyester coatings as corrosion resistant.)

2. LISTINGS AND APPROVALS

TECHNICAL DATA

MICROFAST® AND MICROFASTHP® QUICK RESPONSE HORIZONTAL SIDEWALL SPRINKLERS (VK305 & VK319)

1. DESCRIPTION

Viking Microfast® and MicrofastHP® Quick Response Pendent Sprinklers are small, thermosensitive, glass-bulb spray sprinklers available in several different finishes and temperature ratings and K-Factors to meet design requirements. The special Polyester and Teflon® coatings can be used in decorative applications where colors are desired. In addition, these coatings have been investigated for installation in corrosive atmospheres and are cULus listed as corrosion resistant as indicated in the Approval Chart. (Note: FM Global has no approval classification for Teflon® and Polyester coatings as corrosion resistant.)

For Light Hazard Occupancies Only

Form No. F_051498

TECHNICAL DATA

CONSTRUCTION DOCUMENTS REVIEW SET - NOT FOR CONSTRUCTION

Sprinkler 43a

March 19, 2010

1. DESCRIPTION

Viking Extended Coverage Adjustable Recessed Dry Pendent Sprinklers are thermosensitive spray sprinklers suitable for use in areas subject to freezing. The sprinklers are designed for dry systems and preaction systems where it is necessary to prevent water or condensation from entering the drop nipple before sprinkler operation. They may also be installed in spaces subject to freezing and supplied from a wet system in an adjacent heated area. The special Polyester coating has been investigated for installation in corrosive atmospheres and is cULus listed as corrosion resistant as indicated in the Approval Chart. NOTE: When installed in some corrosive environments, the Polyester finish may change color. This natural discoloration over time is not in itself an indication of corrosion and should not be treated as such. All sprinklers installed in corrosive environments should be replaced or tested as described in NFPA 25 on a more frequent basis.

3. TECHNICAL DATA

Sprinkler 41a

September 30, 2011

STANDARD RESPONSE/ QUICK RESPONSE EXTENDED COVERAGE DRY PENDENT SPRINKLER

1. DESCRIPTION

The Viking Adjustable Concealed Sprinkler Assembly is a pre-packaged assembly which includes a concealed sprinkler assembly, a cover adapter, and an adjustable drop nipple. Currently, the following sprinklers are available pre-packaged with the Adjustable Concealed Drop: VK461, VK462 and VK465. Refer to the appropriate sprinkler technical data pages for information on available/listed sprinkler temperature ratings and finishes.

14927

ENU

2050 BARTOW AVENUE

NOT TO SCALE

ADJUSTABLE CONCEALED SPRINKLER ASSEMBLY

TECHNICAL DATA

SIN

AV TOW BAR

AVEN BARTOW

CONCEALED SPRINKLER HEAD BRANCH LINE CONNECTION

ITT A-C FIRE PUMP MEA # 357-92-E VOL II

AUTOMATIC FIRE PUMP AND JOCKEY PUMP PIPING SCHEMATIC

Adjustable Concealed Sprinkler Assembly Part Number

CHE

NOT TO SCALE

STE

FIRE DEPARTMENT CONNECTION DETAILS

ASC HL

TS ALDRIC

2-1/2" ADJUSTABLE

CEILING COVER PLATE

100% CDs REVIEW SET

TO TEST HEADER

SHELL ASSEMBLY

FINISHED CEILING LINE

09-22-2017

FIRE PUMP MOTOR CONTROL PANEL

DISCHARGE PRESSURE GAUGE

SPRINKLER HEAD

REVISIONS

CASING RELIEF VALVE

1/4" PLUG (TYP.)

DATE

PUMP BY- PASS

PRESSURE GAUGE (TYP.)

REV NO.

1" ELBOW

HEADER IN CELLAR

NOT LESS THAN 1/2" BRASS PIPE WITH BRASS FITTINGS OR EQUIVALENT (TYP.)

1" NIPPLE

UL APPROVED CHECK VALVE

2-1/2"

JOCKEY PUMP MOTOR CONTROLER

SHEETROCK

NOT TO SCALE

REVISIONS

CHECK VALVE (TYP.) 2-1/2"

1 INCH TO 3 INCH WATERPROOF MASTIC

DISCHARGE TO SYSTEM

BAY

1/2" MAX. COVER ADJUSTMENT

WIRING TO ALARM PANEL BY OTHERS (TYP.)

6" SUCTION FROM WATER SUPPLY

NOTE: SPRINKLER HEADS IN COMPACTOR ROOM TO BE 165°F. FUSIBLE TYPE.

COMBINATION FIRE STANDPIPE AND SPRINKLER RISER WITH TEST RIG DETAIL

CITY

COVER PLATE ASSEMBLY

2"x2"x1" THREADED TEE

CEILING

BLV

TRASH CHUTE

FINISHED FLOOR

RASCO

MAX.

PROVIDE ADJUSTABLE PRESSURE REDUCING DEVICE WHEN PRESSURE EXECCEDS 55 PSIG AT 2 1/2" ANGLE VALVE

VACUUM BREAKER

2" THREADED MAIN 0'-3 1/2" MIN.

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

NOTE:

NO SCALE NOTE: FOR TYPICAL CELLAR FLOOR ONLY PROVIDE 28"HOSE VALVE WITH CAP & CHAIN ONLY AT ALL APT. FLOORS

0'-6 1/2"

ABSOLUTE MINIMUM SPACE REQUIRED

2 5/8" FACE OF FITTING TO CEILING DIMENSION MAX.

4'-6"

SITE PLAN

PC ITY

PIPE RING

0'-4"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

CO O

ALL THREAD ROD

1" x 1/2" REDUCING TEE OR ELBOW

SPRINKLER CUP ASSEMBLY

PRESSURE GAUGE WITH GLOBE VALVE

PROVIDE ESCUTCHEONS , PIPE CLAMPS & PIPE SLEEVES

MIN.

0'-3 1/2" MIN.

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

N FIN. FLOOR

0'-3"

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

FLOOR CONTROL VALVE (BALL OR BUTTERFLY) W/TAMPER SWITCH WATER FLOW SWITCH COMBINATION TEST CONNECTON AND DRAIN W/PRESSURE GAUGE

HOSE RACK UNIT WITH 125'- 1 1 2 "HOSE

COMBINATION F.S.P./SPRK. RISER 2 1/2" ANGLE VALVE

5 27"

5'-6"A.F.F.

NOTE: PROVIDE A U.L. FIRESTOPPING ASSEMBLY AT PENETRATIONS WITHIN RATED WALLS

H LO ASC

CONCEALED PIPING

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

BLVD

FINISHED ESCUTCHEON PLATE FLUSH AGAINST WALL AND OF SIZE TO COMPLETELY COVER OPENING

CO O P

NOT TO SCALE

EXISTING 6" FSP/SPRINKLER SERVICE

INSPECTOR TEST CONNECTION DETAIL

TO SPRINKLER SYSTEM

NEW 3"X3"X6" FSP/SPRINKLER SIAMESE (FLUSH MOUNTED TYPE) W/ABD 18" ABOVE GRADE

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

7'-0"

CAST IRON TEE

ENUE

V BARTOW A

8'-0" MAXIMUM

TO BAYCHESTER AVENUE

7'-0" MINIMUM

ANGLE VALVE DRAIN PIPE

PIPE AND INSULATION TO BE CENTER IN SLEEVE, DO NOT SUPPORT PIPE FROM SLEEVE

SHUT-OFF VALVE IN CURB BOX 2FT FROM STREET LINE (TYP.)

SEAL OR CAULK SLEEVE THRU FIRE WALLS IN A SMOKE TIGHT MANNER

TERMINATE SLEEVE FLUSH WITH FINISHED WALL SURFACES

1/4" PLUG

STANDARD WEIGHT STEEL PIPE SLEEVE OF SIZE TO CLEAR PIPE AND INSULATION

Replaces page 41a-f, dated July 28, 2011. (Wrench 16036W/B replaces Wrench 12144W/B.)

HELPERN ARCHITECTS

2. LISTINGS AND APPROVALS cULus Listed: Category VNIV FM Approved: Class 2020 NYC Approved: MEA 89-92-E, Volume 16 Refer to Approval Chart 1 and Design Criteria on page 43d for cULus Listing requirements, and refer to Approval Chart 2 and Design Criteria on page 43f for FM Approval requirements that must be followed.

RISER CLAMP SINGLE

ADJUSTABLE FLAT IRON HANGER (2" DIA. & SMALLER)

ADJUSTABLE CLEVIS HANGER

3. TECHNICAL DATA Specifications: Available since 2003. Minimum Operating Pressure: 7 psi (0.5 bar) Maximum Working Pressure: Sprinkler VK319 is rated for use with water working pressures ranging from the minimum 7 psi (0.5 bar) up to 250 psi (17 bar) for high-pressure systems. High-pressure (HP) sprinklers can be identified by locating “250” stamped on the deflector. Sprinkler VK305 is rated to a maximum 175 psi (12 bar) wwp. Factory tested hydrostatically to 500 psi (34.5 bar) Testing: U.S.A. Patent No. 4,831,870 Nominal K-Factor: 5.6 U.S. (80.6 metric*)

Viking Technical Data may be found on The Viking Corporation’s Web site at http://www.vikinggroupinc.com. The Web site may include a more recent edition of this Technical Data Page.

TYPES OF PIPE HANGERS METHOD OF ACCEPTABLE PIPE SUPPORTS NOT TO SCALE

SPRINKLER DETAILS AND SCHEDULES

*Metric K-factor measurement shown is when pressure is measured in Bar. When pressure is measured in kPa, divide the metric K-factor shown by 10.0.

Glass-bulb fluid temperature rated to -65 °F (-55 °C) Overall Length: 2-11/16” (68 mm)

Material Standards: Frame Casting: Brass UNS-C84400 Deflector: Copper UNS-C19500 Bulb: Glass, nominal 3 mm diameter Belleville Spring Sealing Assembly: Nickel Alloy, coated on both sides with Teflon Tape Screw: Brass UNS-C36000 Pip Cap: Copper UNS-C11000 and Stainless Steel UNS-S30400 Pip Cap Attachment (for Sprinkler VK319): Brass UNS-C36000 For Teflon® Coated Sprinklers: Belleville Spring-Exposed, Screw-Nickel Plated, Pip Cap-Teflon® Coated For Polyester Coated Sprinklers: Belleville Spring-Exposed

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: YL/PJ PJ CHK BY: DWG NO.:

Ordering Information: (Also refer to the current Viking price list.) Order Quick Response Horizontal Sidewall Sprinklers by first adding the appropriate suffix for the sprinkler finish and then the appropriate suffix for the temperature rating to the sprinkler base part number. Finish Suffix: Brass = A, Chrome-Enloy® = F, White Polyester = M-/W, Black Polyester = M-/B, and Black Teflon® = N Temperature Suffix (°F/°C): 135°/68° = A, 155°/68° = B, 175°/79° = D, 200°/93° = E, and 286°/141° = G For example, sprinkler VK305 with a Brass finish and a 155 °F/68 °C temperature rating = Part No. 12121AB

Form No. F_030103

SP-003.00

Replaces page 43a-f, dated February 13, 2009. (Updated FM Approvals, split the Approval Charts to separate cULus Listings from FM Approvals. Revised pip cap for Sprinkler VK305.)

DOB DRAWING NO.

21 EAST 4TH STREET

NEW YORK

DRAWING NO. 3 of 4

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE

NEW YORK CITY DEPARTMENT OF BUILDING'S SPRINKLER NOTES 1" INSPECTOR'S TEST CONN.

EXISTING

F 1

F 2

SP 1 BULKHEAD ROOF

NEW YORK CITY DEPARTMENT OF BUILDING'S STANDPIPE NOTES

1. THE INSTALLATION COMPONENTS , SIZING, SPACING, LOCATION, CLEARANCES , POSITION AND TYPE OF SYSTEMS WILL CONFORM TO CHAPTER 9 & APPENDIX Q SECTION BC Q102 OF NEW YORK CITY BUILDING CODE. 2. AS PER PARAGRAPH CHAPTER 6 of N.F.P.A. 13-2007, ONLY APPROVED DEVICES AND MATERIALS WILL BE USED.

8'-8"

FLOOR CONTROL VALVE ASSEMBLY (SEE DETAIL) (TYPICAL)

4 HDS

SP 2

1-1/2"

7. WATER SUPPLY TEST PIPES AND GAUGES WILL BE PROVIDED AS SPECIFIED IN APPENDIX Q-PARAGRAPGH 8.16.4.2.1.

1" INSPECTOR'S TEST CONN. 1"

4" 2"

6. THE OCCUPANCY OF THE AREAS TO BE SPRINKLED IN ACCORDANCE WITH CHAPTER 9-SECTION 903.2 WILL BE THOSE SPECIFIED ON THE PLANS.

83 HDS

7TH FLOOR

5. INSPECTION AND TESTS OF SPRINKLER SYSTEM WILL BE CONDUCTED AS SPECIFIED IN PARAGRAPH 1704.21 & APPENDIX Q-SECTION BCQ 102- CHAPTER 18.

2 HDS

EXISTING

1-1/2"

11'-0"

ROOF

2 HDS

4" EXISTING TRASH CHUTE

8'-8"

83 HDS 1"

2. SIAMESE SHALL BE 3"x3"x8" ON 6" OR LARGER SUPPLY 4" ON 4" AND SMALLER SUPPLY FROM SIAMESE CONNECTION FIRE STANDPIPE AS PER CHAPTER 4.8. OF N.F.P.A.- 12, 2003 AND PARA 4.8.2 OF APPENDIX Q. 3. SIAMESE SHALL BE LOCATED 18" TO 36" ABOVE FINAL GRADE AND BE PROVIDED WITH APPROVED METAL "STANDPIPE" SIGN. 4. SIAMESE CHECK VALVE ON HORIZONTAL LOW POINT SHALL HAVE APPROVED TYPE BALL DRIP (ABD) PER SECTION BCQ105-PARA 4.8.2.2 OF APPENDIX Q.

3/4"

5. HOSE SHALL BE "FLEX-LINE" UNLINED LINEN HOSE AS PER SECTION 4.6.2 OF N.F.P.A. 14-2003 6. HOSE VALVES SHALL BE APPROVED TYPE 21#2 " ANGLE GLOBE VALVE LOCATED NOT MORE THAN SIX FEET AND NOT LESS THAN FIVE FEET FLOOR OR STAIR LANDING. 7. HOSE RACKS SHALL BE APPROVED TYPE, AS PER SECTION 4.6.3 OF N.F.P.A. 14-2003.

9. SPRINKLER ALARM WILL BE IN ACCORDANCE WITH PARAGRAPH 903.4.

8. COUPLING AND NOZZLES SHALL BE APPROVED TYPE, AS PER SECTION BCQ105-PARA4 .8.4 OF APPENDIX Q

10. SPACING, LOCATION AND POSITION OF SPRINKLERS WILL BE IN ACCORDANCE WITH CHAPTER 8 OF APPENDIX Q

9. APPROVED 3-WAY MANIFOLD WILL BE LOCATED ABOVE ROOF AS PER SECTION 7.3.2.2 OF APPENDIX Q. IF AREA IS NOT HEATED A CONTROL VALVE AND AUTOMATIC BALL DRIP IN HEATED SPACE BELOW WILL BE PROVIDED.

12. THERE IS NO HIGH PILED STORAGE AS DEFINED IN CHAPTER 3 OF APPENDIX Q.

4" 13. DISTANCE OF SPRINKLERS FROM HEAT SOURCES WILL BE IN ACCORDANCE WITH CHAPTER 7 OF APPENDIX Q.

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

AUTOMATIC

8. PIPING SPECIFICATIONS , PIPE SCHEDULES , SYSTEM TEST PIPES, PROTECTION AGAINST CORROSION , DAMAGE, FITTINGS, VALVES, HANGERS, SPRINKLERS , GUARDS AND SHIELDS MUST BE IN ACCORDANCE WITH CHAPTER 6, 18 & 14 OF APPENDIX Q.

11. ALL BLIND SPACES EXCEEDING 6 IN. IN WIDTH OR DEPTH WHICH CONTAIN COMBUSTIBLE MATERIAL MUST BE SPRINKLERED .

6TH FLOOR

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

1. THE INSTALLATION COMPONENTS , SIZING, LOCATION AND TYPE OF SYSTEMS WILL CONFORM TO CHAPTHER 9 & APPENDIX Q SECTION BC Q105 OF NEW YORK CITY BUILDING CODE.

3. DIRECT CONNECTION OF SPRINKLERS TO THE PUBLIC WATER SYSTEM WILL CONFIRM TO PARAGRAPH 903.3.5. 4. SPRINKLERS WILL BE PROTECTED AGAINST FREEZING AND INJURY AS PER APPENDIX Q-CHAPTER4 .

HEATED ENCLOSURE AS PER 27-942 (a) (2)

BRONX, NY 10475

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

10. PIPE AND FITTINGS FOR STANDPIPE WILL BE ACCORDING TO SECTION BCQ105-PARA 4.2.2. OF APPENDIX Q. ALL PIPE AND FITTINGS AS APPROVED BY BOARD OF STANDARDS AND APPEALS. 11. SUPPORTS WILL COMPLY WITH CHAPTER 6.4 OF NFPA 14-2003.

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

12. TEST SHALL COMPLY WITH 1704.22 OF NEW YORK CITY BUILDING CODE.

14. DEPT. OF WATER SUPPLY LETTER WITH FLOW TEST DATA DATA WILL BE PROVIDED. 13. FROST PROTECTION TO BE PROVIDED IN AREAS SUBJECT TO FREEZING.

8'-8"

83 HDS 2"

15. ALL PIPES PASSING THROUGH FOUNDATION WALLS TO BE PROTECTED 14. RISER LOCATION SHALL COMPLY WITH PARA 905,4, 905.5 & 905.6 OF NEW YORK CITY BULDING CODE.

5TH FLOOR

16. THIS APPLICATION IS NOT FILED AS A RESULT OF ACTIONS BY THE FIRE COMMISSIONER AS AUTHORIZED BY THE BS&A TO MODIFY THE CERTIFICATE OF OCCUPANCY NOR IS SUCH ACTION PENDING.

15. INSTALL RISER CONTROL VALVES AS PER SECTION BCQ105-PARA 4.5.1 OF APPENDIX Q.

17. ALL VALVES WILL BE IDENTIFIED AS REQUIRED BY SECTION 903.

16. FIRE PUMP SHALL BE INSTALLED AS PER CHAPTER 9 OF APPENDIX Q.

18. A ONE PIECE REDUCING FITTING WILL BE USED WHEREVER A CHANGE IS MADE IN THE SIZE OF PIPE.

8'-8"

83 HDS 2"

1-1/4"

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

17. ALL DEVICES USED SHALL BEAR MANUFACTURER'S NAME AND NUMBER OF APPROVAL .

19. DRAIN VALVES AND TEST VALVES WILL BE APPROVED TYPE AS PER CHAPTER 8 OF APPENDIX Q.

18. CONTROL VALVES SHALL BE INDICATED BY SIGNS AND ARROWS; VALVES GREATER THAN 7'-0" ABOVE FLOOR WILL BE MADE ACCESSIBLE BY MEANS OF APPROVED IRON LADDERS .

20. HANGERS WILL BE OF A TYPE APPROVED FOR USE WITH THE PIPE OR TUBE INVOLVED. SPRINKLER PIPING MUST BE SUPPORTED BY APPROVED ADJUSTABLE HANGERS. AS PER CHAPTER 9 OF APPENDIX Q.

19. VALVES SHALL BE SEALED OPEN BY MEANS OF HEAVY CHAIN OR APPROVED TYPE LOCKS. 20. AN ELEVATOR SHALL BE MAINTAINED AT ALL TIMES FOR FIRE DEPT.

4TH FLOOR

21. SPRINKLERS WILL BE AN APPROVED TYPE AS PER CHAPTER 6 OF APPENDIX Q. 21. THE COMPLETE STAND PIPE SYSTEM SHALL COMPLY WITH CHAPTER 9 OF NEW YORK CITY BUILDING CODE.

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

22. SPACING AND LOCATION OF SPRINKLERS TO COMPLY WITH CHAPTER 8 0F APPENDIX Q.

DESIGN CRITERIA

1-1/4" EXISTING HOSE CABINET IN LOBBY

NEW RISER CONTROL VALVE

EXIST.

6" BARTOW AVENUE

REPLACE EXISTING 3"X3"X5" FSP SIAMESE WITH NEW 3"X3"X6" FSP/SPRINKLER SIAMESE WITH ABD (FLUSH MOUNTED TYPE) 18" ABOVE GRADE

NEW JOCKEY PUMP GRUNDFOS MODEL CR3-7 10 GPM @ 85 PSI 1.5 HP, 208V, 3Ø, 60HZ ON 12" HIGH CONC. CURB

12" HIGH CONC. PAD NEW 500 GPM AUTOMATIC FIRE PUMP @ 75 PSI ITT/A-C 1580 MODEL 4X4X9.5F 30 HP, 3500 RPM, 208V, 3Ø, 60 HZ ON 12" HIGH CONC. CURB

BARTOW AVENUE

3. BUILDING OCCUPANCY CLASSIFICATION: AS PER NYC BUILDING CODE FOR THE PURPOSES OF SPRINKLER INSTALLATION, THE BUILDING CLASSIFICATION IS B LIGHT HAZARD AND A-3 ORDINARY HAZARD OCCUPANCIES.

EXISTING 6" OS&Y VALVE (HCV)

NOT TO SCALE

6. MINIMUM PRESSURE AT ANY SPRINKLER HEAD SHALL BE MINIMUM 7 PSI. UNLESS SPECIFIED OTHERWISE BY THE MANUFACTURER.

FIRESTANDPIPE/SPRINKLER PUMP CALCULATION

7. THE SPRINKLER HEADS SHALL HAVE A 1#2" ORIFICE WITH "K"-FACTOR = 5.6 UNLESS SPECIFIED OTHERWISE.

HYDRANT FLOW TEST / /2017 RESIDUAL AVAILABLE = AVAILABLE AT MANIFOLD

09-22-2017

100% CDs REVIEW SET

SPRINKLER HEAD- PENDANT TYPE SPRINKLER HEAD- SIDEWALL TYPE FLUSH TYPE FSP/SPRINKLER SIAMESE OS&Y VALVE CHECK VALVE W/ 3/4" AUTO. BALL DRIP

ASC HL

H ST

ALDRIC

SPRINKLER

SPKLR

X .4335 PSI 31.86 PSI PSI STATIC PSI RESIDUAL

WATER FLOW SWITCH ELECTRIC ALARM GONG (BY ELEC. CONTR.)

PSI = PSI - 31.86 PSI = PSI

NFPA-13 2007 8.2 System Protection Area Limitations. 8.2.1 The maximum floor area on any one floor to be protected by sprinklers supplied by any one sprinkler system riser or combined system riser shall be as follows:

65 PSI

* NOT ACCEPTABLE AS PER BC-905 MUST PROVIDE BOOSTER PUMP

SPECIAL INSPECTIONS REQUIRED (TR-1): THE FOLLOWING ITEMS ARE SUBJECT TO CONTROLLED INSPECTION: 1. 2. 3.

NOTES: 1. SPRINKLER HEADS SHALL BE INSTALLED AS PER MANUFACTURER'S RECOMMENDATIONS . 2. PROVIDE METAL WIRE GUARDS WHERE SPRINKLERS ARE SUBJECT TO DAMAGE, SUCH AS MECH. EQUIP. ROOMS AND SPRINKLER HEADS LOCATED UNDER HVAC DUCTS IN MECHANICAL EQUIPMENT ROOMS WHEN LOCATED LOWER THAN 7'-O"A.F.F. ETC. 3,.ALL SPRINKLER HEADS THROUGHOUT THE FACILITY SHALL BE OF THE ORDINARY TEMPERATURE RATING EXCEPT AS FOLLOWS: a. SPRINKLER HEADS LOCATED CLOSE TO HEATERS, STEAM PIPING OR LOW-PRESSURE BLOW-OFF VALVE SHALL BE OF THE TEMPERATURE RATING AS REQUIRED BY NFPA 13. b. ALL HEAT GENERATING EQUIPMENT WHICH CAN AFFECT THE TEMPERATURE RATING OF THE SPRINKLER HEADS SHALL BE CLEARLY IDENTIFIED ON THE SHOP DRAWINGS PRIOR TO SUBMISSION FOR APPROVAL. 4.SPRINKLER HEADS MINIMUM FLOW & MINIMUM PRESSURE REQUIREMENTS TO BE BASED ON HYDRAULIC CALCULATION DESIGN DENSITIES. 5. ALL SPRINKLER HEAD FINISHES TO BE APPROVED BY ARCHITECT. SUBMIT SAMPLES OF All TYPES OF SPRINKLER HEAD WITH FINISHES AS DEFINED ON THE DRAWINGS. EACH SAMPLE SHALL HAVE A TAG IDENTIFYING THE TYPE, MANUFACTURER , MODEL TEMPERATURE RATING AND THE LOCATIONS WHERE SPRINKLERS WILL BE INSTALLED. 6.MIN. FLOW AND MIN. PRESSURE REQUIRED AT SPRINKLER HEAD SHALL BE BASED ON AREA PROTECTED BY SPRINKLER HEAD AND DENSITY REQUIRED. 7. PROVIDE AND INSTALL WHERE DIRECTED BY THE GENERAL CONTRACTOR, THE SPARE SPRINKLER HEAD CABINETS. THE NUMBER OF SPARE SPRINKLER HEADS SHALL BE BASED ON THE REQUIREMENTS OF NFPA-13. THE SPARE HEADS SHALL BE PROViDED FOR EACH TYPE AND TEMPERATURE RATING BEING INSTALLED.

REVISIONS

CHECK VALVE

77'-0" 73'-6"

REQUIRED AT ROOF (AS PER 2014 CODE)

DATE

SPRINKLER HEAD- CONCEALED TYPE

5. SPRINKLERS PROTECTING ORDINARY HAZARD AREA SHALL PROVIDE MINIMUM DENSITY OF DISCHARGE 0.16 GPM/SQ.FT OVER MOST OF HYDRAULICALLY REMOTE 1500 SQ.FT, MAXIMUM COVERAGE PER SPRINKLER HEAD 130 SQ.FT

FIRESTANDPIPE/SPRINKLER RISER DIAGRAM

HEIGHT TO HIGHEST SPRINKLER HEAD HEIGHT TO ROOF MANIFOLD

REV NO.

SPRINKLER HEAD- HIGH TEMPERATURE - 225°F

4. SPRINKLERS PROTECTING LIGHT HAZARD AREAS, SHALL PROVIDE MINIMUM DENSITY OF DISCHARGE 0.10 GPM/SQ.FT OVER MOST HYDRAULICALLY REMOTE 1,500 SQ.FT, MAXIMUM COVERAGE PER SPRINKLER HEAD 225 SQ.FT.

EXISTING 6" SPRINKLER SERVICE W/CURB BOX W/ SHUT-OFF VALVE 2 FT. FROM STREET LINE

REVISIONS

SPRINKLER PIPING

RECONNECT TO NEW 6" PIPE

2" SPILL OVER FD

GROUND

EXISTING WATER FLOW SWITCH

FSP/SPRINKLER LEGEND

2. ALL SPRINKLER SYSTEMS THROUGHOUT THE BUILDING SHALL BE HYDRAULICALLY CALCULATED BASED ON COORDINATED SHOP DRAWINGS.

EXISTING 6" DCDA W/BY-PASS METER

BLVD

RECONNECT TO NEW 6" PIPE

EXIST.

CITY

2 HDS

SPRINKLER SYSTEMS STANDPIPE SYSTEMS SEISMIC ISOLATION SYSTEMS

(1) Light hazard — 52,000 ft2 (4831 m2) (2) Ordinary hazard — 52,000 ft2 (4831 m2) (3) Extra hazard (a) Pipe schedule — 25,000 ft2 (2323 m2) (b) Hydraulically calculated — 40,000 ft2 (3716 m2) (4) Storage — High-piled storage (as defined in 3.3.12) and storage covered by other NFPA standards — 40,000 ft2 (3716 m2)

NOTE: Standpipe plans are in compliance with NFPA 14 Sec. 8.1.1 through 8.1.5

SPRINKLER DESIGN CRITERIA SPRINKLER HEAD TYPE SYMBOL DESCRIPTION

(E)

HAZARD

CONCEALED PENDANT WET

LIGHT

STANDARD PENDANT WET

LIGHT

STANDARD PENDANT WET

LIGHT

SIDEWALL WET

LIGHT

SIDEWALL WET

LIGHT

STANDARD PENDANT DRY

LIGHT

AREA

COVERAGE

DROPPED CEILINGS

130 SQ.FT.

UNFINISHED CEILINGS

130 SQ.FT.

BOILER ROOM

130 SQ.FT.

SPACING (MAXIMUM DISTANCE ARE INDICATED) DENSITY

K TEMP. RATING FACTOR

0.10 GPM

155°F

5.6

1/2"

VIKING MODEL VK462, WHITE COVER PLATE, QUICK RESPONSE

BSA#219-76-SA MEA#89-92-E

12 FEET

6 FEET

155°F

5.6

1/2"

VIKING MODEL VK302, BRASS FINISH, QUICK RESPONSE

BSA#219-76-SA MEA#89-92-E

12 FEET

6 FEET

BSA#219-76-SA MEA#89-92-E

0.10 GPM

SOFFITS 14'-0" THROW MAX.

12' WIDE X 12' THROW

0.10 GPM

SOFFITS 18'-0" THROW MAX.

16' WIDE X 16' THROW

0.10 GPM

UNHEATED AREAS

130 SQ.FT.

0.10 GPM

ORIFICE SIZE

MANUFACTURER

NYC APPROVAL BSA,MEA

286°F

5.6

1/2"

VIKING MODEL VK302, BRASS FINISH, QUICK RESPONSE

155°F

5.6

1/2"

VIKING MODEL VK305, CHROME FINISH, QUICK RESPONSE

BSA#219-76-SA MEA#89-92-E

VIKING MODEL VK605, CHROME FINISH, QUICK RESPONSE

BSA#219-76-SA MEA#89-92-E

VIKING MODEL VK186, BRASS FINISH, QUICK RESPONSE

BSA#219-76-SA MEA#89-92-E

155°F

5.6

1/2"

BETWEEN HEADS

12 FEET

FSP

N AVE TOW BAR

FIRE STANDPIPE

(E)

SPRINKLER HEAD - EXTENDED COVERAGE TYPE

COMBINED FIRE/SPRINKLER PIPING

CO O P

13'-0"

98 HDS

AVEN BARTOW

BARTOW AV ENUE

2050 BARTOW AVENUE

FACP

FIRE ALARM CONTROL PANEL

CONSTRUCTION DOCUMENTS REVIEW SET - NOT FOR CONSTRUCTION

SPRINKLER DESIGN CRITERIA DESIGN CRITERIA, CONTRACTOR SHALL SUBMIT HYDRAULIC CALCULATIONS BASED ON FOLLOWING: OCCUPANCY; MINIMUM DESIGN DENSITY; DESIGN AREA OF APPLICATION; (GENERAL OFFICE AREAS)

LIGHT HAZARD 10 GPM / SQ. FT. 1500 SQ. FT.

HELPERN ARCHITECTS

BETWEEN HEADS AND WALLS

6 FEET

12 FEET

6 FEET

12 FEET

6 FEET

SPRINKLER PIPE SIZE SCHEDULE NO. OF SPRINKLER HEADS

PIPE SIZE

1-2

1-1/4"

4-5

1-1/2"

6-8

SPRINKLER RISER DIAGRAM AND NOTES

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: YL/PJ PJ CHK BY: DWG NO.:

FIRE RATED PARTITION PENETRATION NOTES; 12 FEET

BLV D

2" EXIST.

1. SPRINKLER SYSTEM LAYOUT AND CALCULATIONS SHALL COMPLY WITH NYC BUILDING CODE, YEAR 2014 EDITION, NFPA-13, YEAR 2007 EDITION AS MODIFIED BY NYC BUILDING CODE, RULES OF THE CITY OF NEW YORK, OWNER'S INSURANCE COMPANY REQUIREMENTS AND STANDARD ENGINEERING PRACTICE.

ITY

23. PRESSURE REDUCING VALVES SHALL COMPLY PARA 7.9.4.2.1 OF APPENDIX Q.

CO O

24. SPRINKLER SYSTEM MUST COMPLY WITH N.F.P.A. 13 - 2007 AS MODIFIED BY THE BOARD OF STANDARD AND APPEALS.

OP H LO ASC

2ND FLOOR

RECONNECT

NEW RISER CONTROL VALVE NEW CHECK VALVE

8'-8"

83 HDS

1" TO HEAD IN HOPPER (SEE DETAIL)

R AV

3RD FLOOR

1-1/4"

STE

23. MINIMUM CLEARANCE BETWEEN SPRINKLER DEFLECTOR AND CEILINGS TO BE AS PER CHAPTER 8 OF APPENDIX Q.

CHE

NEW 2" O.S&Y VALVE W/TAMPER SWITCH & FLOW SWITCH WIRED TO CENTRAL STATION

22. ALL BRANCH LINES TO HOSE RACKS SHALL BE IN ACCORDANCE WITH PARA 7.6 OF NFPA 14-2003. 21/2 " BRANCH LINES SHALL NOT EXCEED 4 FEET.

BAY

8'-8"

83 HDS

6 FEET

SP-004.00

1. ALL PACKING AND FIRE STOPPING MATERIALS TO BE PROVIDED AND INSTALLED BY GENERAL CONTRACTOR . ALL ESCUTCHEONS ON PIPING PENTRATING FIRE RATED PARTITIONS AND SLEEVES IS BY FIRE PROTECTION CONTRACTOR

DOB DRAWING NO.

21 EAST 4TH STREET

NEW YORK

DRAWING NO. 4 of 4

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE

BRONX, NY 10475 NOTIFICATION

CONTROL UNIT ANNUNCIATION

INDICATING/CONTROLLED DEVICES

REQUIRED FIRE SAFETY CONTROL

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

INITIATING DEVICES A

FIRE ALARM SYSTEM GENERAL AND INSTALLATION NOTES

MANUAL STATION

NOT USED

AREA SMOKE DETECTOR

HEAT DETECTOR

ELEVATOR LOBBY, ELEVATOR MACHINE ROOM OR TOP OF ELEVATOR SHAFT DETECTORS

WATERFLOW SWITCH

SPRINKLER CONTROL VALVE/ TAMPER SWITCH

TOP OF STAIR SMOKE DETECTORS

"POWER FAILURE" CONTACT

"PUMP RUNNING" CONTACT

"PHASE REVERSAL" CONTACT

FIRE ALARM AC POWER FAILURE

FIRE ALARM SYSTEM LOW BATTERY

OPEN CIRCUIT

GROUND CIRCUIT

NOTIFICATION APPLIANCE CIRCUIT SHORT

CO DETECTOR

IN FIRE PUMP CONTROLLER

REVISIONS REV NO.

DATE

REV S O INS

09 2-2-017

100% CDs REVIEW SET

SMOKE DETECTION SYSTEM SYMBOLS

ASC

WF H ST

Y BL

ALDRIC

H ASC

CO O

P LOO

P CIT

BARTOW

TOW

BAR

AVE

AVENUE

BARTOW

AVENUE

NUE

2050 BARTOW AVENUE

C BAY

HES

TER

AVE

CIT YB

LVD

CONSTRUCTION DOCUMENTS

- REVIEW SET - NOT FOR CONSTRUCTION

NOTES:

HELPERN ARCHITECTS

DWG LIST:

FIRE ALARM SYMBOLS, NOTES & ABBREVIATIONS DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: DP EM CHK BY: DWG NO.:

FA-001.00 01 OF 04

PROJECN TORTH

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE

BRONX, NY 10475

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

FUSE DISCONNECT DETAIL TS

REVISIONS REV NO.

DATE

REV S O INS

09 2-2-017

100% CDs REVIEW SET

F M

M ASC

H ST

P CIT

Y BL

CO O

OOP

HL ASC

ALDRIC

BARTOW

TOW

BAR

AVE

AVENUE

BARTOW

AVENUE

NUE

TER

AVE

CIT

YB LVD

2050 BARTOW AVENUE

S CHE BAY

CONSTRUCTION DOCUMENTS

- REVIEW SET - NOT FOR CONSTRUCTION

SMOKE DETECTION SYSTEM RISER DIAGRAM

WIRING TERMINATION METHODS

HELPERN ARCHITECTS

FIRE ALARM DETAIL & RISER GIAGRAM DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: DP EM CHK BY: DWG NO.:

FA-002.00 02 OF 04

PROJECN TORTH

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE

BRONX, NY 10475

OWNER FIRST HARTFORD REALTY CORPORATION 149 COLONIAL ROAD MANCHESTER, CT

BEDROOM 235

LIVING / DINING / STUDIO 238

LIVING / DINING 241

BEDROOM 242

BEDROOM 245

LIVING / DINING 246 ACCESSIBLE FLOORS 2-6

LIVING / DINING 249

BEDROOM 250

LIVING / DINING / STUDIO 253 ACCESSIBLE FLOORS 2-6

BEDROOM 257

LIVING / DINING 256

BEDROOM 260

B1 236

B1 237

K2 239

B2 244

B1 243

K3 240

K4 247

HALL 201

K3(SIMILAR) 232

LIVING / DINING 231

K1 254

B1 258

K3 255

K3 225

B1 228

BEDROOM 230

BEDROOM 227

K2 224

LIVING / DINING 226

B1 222

LIVING / DINING / STUDIO 223

B1 221

K2 219

JAN 215

K5 218

LIVING / DINING 217

CIVIL CONSULTANT BOHLER ENGINEERING 14 PENN PLAZA, SUITE 814, 225 W 34TH STREET, NEW YORK, NY 10122 646.661.4200

K3(SIMILAR) 262

HALL 201

ELEV 1

B1 216

LIVING / DINING / STUDIO 220

B1 259

K5 210

ELEV 2

BEDROOM 214

K3 209

B1 206

B1 212

BEDROOM 213

LIVING / DINING 211

LIVING / DINING 208

K3(SIMILAR) 202

B1 205

BEDROOM 207

ELEVATOR CONSULTANT IROS ELEVATOR DESIGN SERVICES, LLC 884 PATERSON AVENUE EAST RUTHERFORD, NJ 07073 973.773.4404

BEDROOM 204

EXPEDITOR DESIGN 2147 LIMITED 52 DIAMOND STREET BROOKLYN, NY 11222 718.383.9340

LIVING / DINING 203

REVISIONS

TYPICAL (2-7) FLOOR PLAN 1/8"-1'-0"

CORRIDOR 131 METER ROOM 132

MAINTENANCE 137

ELECTRICAL 138

WORKSHOP 139

TENANT OFFICE 103

BEDROOM 104

BEDROOM 105

SUPERINTENDENTS L/D 108

CORRIDOR 110

REV S O INS

09 2-2-017

100% CDs REVIEW SET

ASC

BEDROOM 111

LIVING / DINING 112

H ST

ALDRIC

H ASC

P LOO

BOILER ROOM 130

VESTIBULE 101

DATE

SCALE:

REV NO.

Y BL

B2 252

B1 251

K3 248

HALL 201

B1 229

MEP CONSULTANT JOSELOW & ASSOCIATES 30 GLENN STREET, SUITE 203 WHITE PLAINS, NY 10603 212.736.2584

STAIR 2

STAIR 1

K3(SIMILAR) 233

LIVING / DINING 261

CO O P CIT

LIVING / DINING 234

ARCHITECT HELPERN ARCHITECTS 21 EAST 4TH STREET, 7TH FLOOR NEW YORK, NY 10003 212.505.2025

STAIR 2

STAIR 1

BARTOW

TOW

BAR

NUE

JANITOR 107

BLV PC ITY

K3(SIMILAR) 114

CO O

B1 113

AVE

K6 109

TER

B1 106

2050 BARTOW AVENUE

LOBBY 102

CORRIDOR 134

FIRE PUMP ROOM 140

AVENUE

HES

MEN'S TOILET 133

CLOSET 136

BARTOW

C BAY

WOMEN'S TOILET 135

AVE

AVENUE

CORRIDOR 126

RECYCLING 115

CONSTRUCTION DOCUMENTS

- REVIEW SET - NOT FOR CONSTRUCTION LAUNDRY 129

ELEV 1

ELEC 124

ELEV 2

K2 122

B1 120

B1 119

K3(SIMILAR) 116

HELPERN ARCHITECTS COMMUNITY ROOM 128

COMPACTOR ROOM 125

BUILDING STORAGE 123

LIVING / DINING / STUDIO 121

BEDROOM 118

LIVING / DINING 117

TENANT WARMING PANTRY 127

FIRE ALARM GROUND AND TYPICAL (2-7) FLOOR PLANS

GROUND FLOOR PLAN SCALE:

DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: DP EM CHK BY: DWG NO.:

FA-101.00

1/8"-1'-0"

03 OF 04 PROJECN TORTH

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC

PROJECT LOCATION:

2050 BARTOW AVENUE

BRONX, NY 10475

REVISIONS REV NO.

REV S O INS

09 2-2-017

100% CDs REVIEW SET

ROOF PLAN 1/8"-1'-0" ASC

H ST

H ASC

P LOO

CO O P CIT

Y BL

ALDRIC

BARTOW

TOW

BAR

AVE

AVENUE

BARTOW

AVENUE

NUE

AVE TER

BULKHEAD PLAN SCALE:

CO O

PC ITY

BLV

2050 BARTOW AVENUE

HES

SCALE:

C BAY

DATE

1/8"-1'-0"

CONSTRUCTION DOCUMENTS

- REVIEW SET - NOT FOR CONSTRUCTION

HELPERN ARCHITECTS

FIRE ALARM ROOF & BULKHEAD PLANS DATE: 09/22/2017 PROJECT NO.: 16006.01 DRAWING BY: DP EM CHK BY: DWG NO.:

FA-102.00 04 OF 04

PROJECN TORTH

21 EAST 4TH STREET

NEW YORK

NY, 10003

c Helpern Architects, PC