BUILDING #2, JACOBI MEDICAL CENTER

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Medical Center

Bronx, New York 104611400 Pelham Parkway South

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32 AVENUE OF THE AMERICAS

DRAWN BY CHECKED BY

REGISTERED PROFESSIONAL

DRAWING NO. DOB REV NO.

OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER

DOB EMPLOYEE STAMPS / SIGNATURES

REVISIONS

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JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01

1920 SEMINOLE AVENUE

BRONX, NEW YORK 10461

JACOBI MEDICAL CENTER

1400 PELHAM PKWY SOUTH

BRONX

NEW YORK

10461

PM/DM (spell out their name)

AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION

06/25/2019 90% SUBMISSION


LIST OF DRAWINGS

BUILDING #2, JACOBI MEDICAL CENTERCYCLE 7 & 8 FISP- LOCAL LAW 11 FACADE RESTORATION1920 SEMINOLE AVENUE, BRONX, NEW YORK 10461

TITLE SHEET

T-001 00

1

N

LOCATION MAP SITE PLAN

PROJECT LOCATION

Prepared for:

Jacobi Medical Center

1400 Pelham Parkway S.

Bronx, NY 10461

1920 SEMINOLE AVE

BRONX, NY 10461

LEGEND

BUILDING #2 SCOPE OF WORK

BLOCK: 4205

LOT: 1

BIN#: 2097551

ZONING: R4

MAP: 4A

BOROUGH: BRONX

N

RESTORATION SUMMARY

DWG NO

DESCRIPTION

T-001

Title Sheet

G-001 General Notes (1 OF 2)

G-002 general Notes (2 OF 2)

A-101 Building 2 Roof / Protection / Sidewalk Shed Plan

H-100 Asbestos Notes: General and Specific

H-201 ACM East Elevation

H-202 ACM West Elevation

H-203 ACM North & South Elevations

H-501 ACM Abatement Details ACM 01 ACM 02 ACM 03

A-201 East Elevation

A-202 West Elevation

A-203 North & South Elevations

A-501 Restoration Details CEL 01

A-502 Restoration Details CON 01 (1 OF 2)

A-503 Restoration Details CON 01 (2 OF 2)

A-504 Restoration Details COP 01 & COP 02

A-505 Restoration Details COR 01

A-506 Restoration Details COR 02

A-507 Restoration Details EXP 01

A-508 Restoration Details GLA 01, JNT 01 & JNT 02

A-509 Restoration Details LDR 01 & LTL 01

A-510 Restoration Details LTL 02

A-511 Restoration Details MAS 01, MAS 02 & MAS 03

A-512 Restoration Details PNT 01

A-513 Restoration Details RAL 01

A-514 Restoration Details RAL 02

A-515 Typical Subdetails 01, 02, 03, 04, 05

ID CODE RESTORATION ITEM UNITS

BUILDING #2

MOCK UP REQ.

BASE QTY ALLOW. QTY

SCA 01 Suspended Scaffolding (Outrigger) (Min. 30' Platform) LS 1 0

SCA 02 Supported Scaffolding (Pipe) LS 1 0

PRO 01 8' Wide Sidewalk Shed Installation LF 215 0

PRO 02 6' Wide Sidewalk Shed Installation LF 275 0

ACM 01 Flashing / Mastic Abatement SF 220 0

ACM 02 Glazing Compound Abatement SF 3 0

ACM 03 Caulking Abatement SF 120 0

CEL 01 Stucco Ceiling Restoration SF 110 50

2'x2'

CON 01 Concrete Restoration SF 60 15

1'- 6"x1'- 6"

COP 01 Resetting Existing Coping Stones LF 20 5

COP 02 Patching Coping Stones SF 3 3

COR 01 Masonry Corner Restoration LF 15 5

COR 02 Masonry Corner Restoration: 1 Wythe LF 17 5

EXP 01 Building Expansion Joint Replacement LF 15 10

GLA 01 Glass Pane Replacement EA 6 1

JNT 01 Sealant Joint Replacement at Window LF 2,795 150

2'

JNT 02 Sealant at Expansion Joint LF 120 5

LDR 01 Leader Replacement EA 1 0

LTL 01 Shelf Angle Restoration LF 75 15

3'

LTL 02 Lintel Restoration at Opening LF 13 15

MAS 01 Brick Masonry Replacement SF 390 50

2'x2'

MAS 02 Brick Masonry Replacement EA 5 4

MAS 03 Brick Replacement at Rusting Lintel Ends EA 26 5

PNT 01 Brick Pointing SF 55 75

2' x 2'

RAL 01 Railing Resetting Over Coping Stone LF 20 5

RAL 02

Railing Restoration EA 3 2

Medical Center


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DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

FIL

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9P

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JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION



GENERAL NOTES:

(1 OF 2)

G-001 00

2

NYC DOB NOTES - GENERAL

NYC DEPARTMENT OF BUILDINGS NOTES - 2014 NYCBC

SCOPE OF WORK

The following Work is included under the scope of this application:

· Stucco ceiling restoration

· Concrete restoration

· Resetting existing coping stones

· Patching existing coping stones

· Masonry corner restoration

· Expansion joint replacement

· Glass window pane replacement

· Sealant joint replacement

· Leader replacement

· Lintel restoration

· Shelf angle restoration

· Brick Masonry replacement

· Brick masonry replacement at lintel ends

· Brick pointing

· Railing resetting over coping stones

· Railing restoration

GENERAL NYC DOB NOTES

· All Work shall conform to the requirements of the New York City Building Code

(NYCBC) or (BC).

· Work Permit: Before commencing Work, the Contractor shall file all required

Certificates of Insurance with the DOB, obtain a Work Permit and any other

required permits for the Work by governing agencies. Copies of the Work

Permit, and all other required permits shall be posted in a conspicuous place at

the Work site.

· Fees: The initial DOB (Alteration application) filing fee, when applicable, shall

be paid by the Owner. All other filing and permit fees to the DOB, DOT and all

other agencies shall be paid by the Contractor.

· Violations: The Contractor shall be responsible for the removal of all violations

issued by the DOB and/or other governing agencies, related to their operations

on this Project. The Contractor shall be responsible for the payment of all

penalties and fees resulting from and related to the removal of these violations.

· Plans: The Contractor shall maintain a complete set of the plans and

applications approved by the DOB at the site, available to DOB inspectors, at

all times.

· Materials: All materials shall be used, tested and approved for use in

accordance with the provisions of the NYCBC and DOB Rules, as applicable.

· Licenses and Registration: All Work requiring licenses or registration of trades,

including, but not limited to plumbing, electrical, welding, rigging, and site

safety shall be performed by persons with such licenses and/or registrations,

as governed by the requirements of the NYCBC.

· Noise Control Code: All Work shall be performed in accordance with the

provisions of the NYC Noise Control Code as set forth in Chapter 2 of Title 24

of the Administrative Code: Section 24-224 (Construction Activities/After Hours

Work Permit -DOB Form PW5); Section 24-219 (Noise Mitigation Rules) and

15 RCNY Chapter 28 (Citywide Construction Noise Mitigation), Sections

28-101 (Required Noise Mitigation Measures for General Construction)

PROTECTION OF PEDESTRIANS / SIDEWALK SHEDS

· Pedestrians shall be protected during construction, alteration, remodeling, or

demolition activities as required by Section BC 3307 (PROTECTION OF

PEDESTRIANS) and Section BC 3301.10 (Obscured Lawful Signs), and by the

rules of the Department of Transportation. Signs shall be provided to direct

pedestrian traffic.

· Sidewalk sheds shall be erected when required by Section BC 3307.6

(Sidewalk Sheds).

· All required sidewalk sheds are to be filed under a Separate Application.

· The sidewalk shed installer shall obtain all required permits and pay all fees

required by governing agencies prior to erecting sidewalk shed.

· A sidewalk shed shall be erected at areas required, prior to start of

construction. Sidewalk sheds shall remain in place until completion of the

Work, with the following exception. For projects involving the repair of

FISP “Unsafe” conditions, sheds shall not be removed until permission to

remove has been granted by the DOB.

· The design and construction of required sidewalk sheds shall comply with the

requirements of Section BC 3307.6.4 (Design and construction of sidewalk

sheds)

· Sidewalk shed permit holder shall post a sign that shall comply with Section BC

3301.9.2 (Sidewalk shed parapet panel) which shall include the name, address

and telephone number of the permit holder, the permit number and the

expiration date of the permit.

· The use and maintenance of sidewalk sheds shall comply with the

requirements of Section BC 3307.6.5 (Installation, adjustment, maintenance,

repair, use, inspection, and removal of sidewalk sheds): Material and debris

shall not be stored on sidewalk sheds unless the shed has been so designed in

accordance with rules promulgated by the commissioner per Section

3307.6.5.4 (Storage and placement of items) and 3307.6.4.2.2 (Storage). The

underside of sidewalk sheds shall be lighted at all times either by natural or

artificial light conforming to the requirements of Section BC 3307.6.4.8

(Lighting).

PROTECTION OF EXISTING PROPERTY

· All adjoining property affected by any operations shall be protected per the

requirements of Title 27 (Building Code) Chapter 33 (SAFEGUARDS DURING

CONSTRUCTION OR DEMOLITION) of the NYC Building Code and Section

BC 3309 (PROTECTION OF ADJOINING PROPERTY).

· The Contractor shall provide, erect and maintain all temporary barriers and

guards, and all temporary shoring and bracing, as required by DOB rules and

regulations.

· The Contractor shall be solely responsible for the protection of conditions and

materials within, and adjacent to the proposed construction area. The

Contractor shall design and install adequate shoring and bracing for all

construction or removal tasks. The Contractor shall have sole responsibility for

any damage or injuries caused by, or during the execution of the Work.

SITE SAFETY

· Site Safety Plan: Contractor shall prepare (**Owner shall provide,) file, obtain

and pay for required approval of a Site Safety Plan meeting the requirements

of Title 28 (Administrative Code) Chapter 1 Article 110 (SITE SAFETY PLAN).

Filing of Site Safety Plan is required prior to the issuance of a Work Permit,

pursuant to Section BC 3310.3 (Site Safety Plan)

· Site Safety Monitoring Program: Contractor (**Owner ) shall provide the

full-time presence on site of a site safety manager or coordinator, acceptable to

the DOB pursuant to the requirements of DOB Service Notice, dated February

2015: Oversight may be provided by one or more of the following individuals,

based on the type of work in progress at a given time: Site Safety Manager

certified by the DOB in accordance with the requirements of Title 28

(Administrative Code) Chapter 4 Article 402 (Site Safety Manager

Certificate), or “Competent” or “Qualified” Person, or Licensed Rigger or

Designated Rigging Foreman - each meeting the respective requirements

detailed in Chapter 33 NYCBC

· Contractor shall expeditiously obtain, from the DOB, all available waivers

and/or reductions in the amount of presence on site of the Site Safety

Manager, and based on the limited scale and scope of the project, as permitted

by BC 3310.11 (Modifications to the site safety monitoring program), and DOB

Service Notice, dated February 2015.

· Contractor / Owner shall provide the presence on site of a Site Safety Manager

certified by the DOB in accordance with the requirements of Title 28

(Administrative Code) Chapter 4 Article 402 (Site Safety Manager Certificate).

Designation of Site Safety Manager is required prior to issuance of a Work

Permit, pursuant to Section BC 3310.5 (Site safety manager or coordinator to

be designated) and BC 3310.4 (Site safety monitoring program)

· Designation of Site Safety Manager is required prior to issuance of a Work

Permit, pursuant to Section BC 3310.5 (Site safety manager or coordinator to

be designated) and BC 3310.4 (Site safety monitoring program)

· Site Safety Managers or Coordinators shall comply with the requirements of

BC 3310.8 (Site Safety Manager's and Coordinator's Duties).

· Contractor shall comply with the requirements of BC 3310.7 (Contractor shall

inform personnel).

· Scope of Work: The project involves the following of portions of the building's

exterior:

· Repair and/or replacement of portions of the masonry exterior walls

· The project does not involve alterations to spaces within the building interior.

· Essential Services: Construction operations shall not involve interruption of

heating, water, or electrical services to other tenants of the building.

TPP - Contractor Requirements

· Statement of Compliance and TPP1 form: The Contractor shall prepare a

detailed project specific statement of compliance with applicable provisions of

law relating to lead, asbestos, and respirable silica crystalline silica, describing

what means and methods are being undertaken to meet such compliance, per

the requirements of Sec 28-104.8.4.3.1 AC. The Contractor shall prepare and

file a TPP1 form covering the statement of compliance under the seal and

signature of a PE/RA retained by the Contractor, describing such means and

methods.

· General: All Work shall be done in accordance with Section 28-104.8.4 AC

(Tenant Protection Plan) and regulations of all other agencies having

jurisdiction.

· Egress: At all times in the course of construction, provision shall be made for

adequate egress as required by this code, and the tenant plan shall identify the

egress that will be provided. Required egress shall not be obstructed at any

time except where approved by the commissioner. All existing means of egress

for occupants of the building shall be maintained clear and free of all

obstructions such as building materials, tools, etc.

NYC DOB NOTES - SPECIAL AND PROGRESS INSPECTIONS

STRUCTURAL TESTS AND SPECIAL INSPECTIONS - 2014

NYCBC

GENERAL NOTES

· Special inspections and other tests and inspections required during the

progress of Work shall comply with the (administrative and procedural)

requirements of Section 28-116.2.3 of the Administrative Code.

· Tests and inspections required shall be performed by approved agencies or

special inspectors, as applicable, meeting the requirements of RCNY (Rules of

the City of New York) DOB Rules 101-06 and 101-07. Special inspections

shall be performed only by individuals who are special inspectors meeting the

requirements of DOB Rule 101-06 Appendix A.

· Where tests and inspections are indicated as Owner's responsibility, the

Owner will engage an approved agency or special inspector, as applicable, to

perform the required services.

· Where tests and inspections are not explicitly indicated as Owner's

responsibility, or where tests and inspections are required but not specifically

listed, the Contractor shall engage an approved agency or special inspector, as

applicable, to perform the required services.

· Contractor shall notify Architect and relevant inspecting party at least 72 hours

in advance of time when Work that requires inspection will be performed.

· Inspectors shall promptly notify the Architect in writing of irregularities and

deficiencies observed in the Work.

SPECIAL INSPECTIONS

Items subject to special inspection pursuant to the requirements of Chapter 17

BC include, but are not limited to, those listed in the following table:

FINAL INSPECTION

The following inspection will be made upon the completion of the Work indicated

under this application:

· Final Inspection per 28-116.2.4.2 and BC 110.5 and Directive 14 of 1975, and

1 RCNY 101-10.

REQUIRED SUBMITTALS

PROGRESS INSPECTIONS

For Energy Code (NYC ECC) Progress Inspections, required per

BC 110.3.5, see “NYC Energy Conservation Code Notes”.

Based on the scope of work under this application, there are no Progress

Inspections required beyond those which may be required by the NYC Energy

Conservation Code, listed separately.

· Form TR-1 Technical report: Statement of Responsibility shall be filed with the

New York City Department of Buildings by the inspection agency designated

by the Owner to perform inspections in each of the above mentioned

categories.

· Upon successful completion of the Work subject to special inspection, Form

TR-1 Technical Report: Certification of Completion, and all required supporting

documentation shall be filed with the New York City Department of Buildings by

the inspection agency which performed the respective inspections.

· Fire Safety: All necessary laws and controls, including those with respect to

occupied dwellings, as well as safety measures necessitated by the

construction, shall be strictly observed. The Contractor shall take all necessary

steps to both use and store all materials in such a way that insures the fire

safety of the building and its inhabitants. All building materials stored in

construction area, and/or in any area of the building shall be secured in a safe

manner. Access to such areas to be controlled by Owner and/or Contractor.

Health requirements: (Part 1/2): The Contractor shall take all required steps to

control dust, dispose of construction debris, institute any required pest control,

maintain sanitary facilities, and limit construction-related noise to acceptable

levels. Debris, dirt and dust shall be kept to a minimum, be confined to the

immediate construction area, and be cleaned up and cleared from building

periodically to avoid excessive accumulation.

· Health requirements: (Part 2/2): The Contractor shall be responsible for

compliance with applicable provisions of law relating to dust (including

crystalline silica), lead, asbestos, and noise. The following are in addition to

applicable State and Federal regulations, as well as applicable Standards and

Guidance Documents.

Dust (Respirable Crystalline Silica): For projects involving exposure to

respirable crystalline silica, the Contractor shall comply with the dust control

requirements of “Table 1: Specified Exposure Control Methods When Working

with Materials Containing Crystalline Silica” contained in

OSHA 3902-07R “Small Entity Compliance Guide for Respirable Crystalline

Silica Standard for Construction” as applicable for the equipment used and

tasks involved in the Work.

Lead: For projects involving abatement of lead, the Contractor shall comply

with the applicable requirements of Section 11-06(d) Work Methods (and other

applicable sections) of HPD Rules pertaining to Local Law #1 of 2004, Title 28,

Chapter 11 RCNY.

Asbestos: For any projects involving abatement or encapsulation of asbestos

or asbestos containing material (ACM), the Contractor shall comply

with “Abatement Procedures” contained in Part 4 (and other applicable

sections), of the NYC DEP Bureau of Environmental Compliance Asbestos

Rules and Regulations as described in the latest version of Title 15, Chapter 1

RCNY Asbestos Control Program.

Construction Noise Management: Contractor shall comply with Noise

Mitigation Rules for “power tools” and other construction devices employed in

the work pursuant to Section 24-219 Administrative Code.

· Structural safety: No structural Work shall be done that may endanger the

occupants. Contractor shall provide adequate temporary bracing and shoring

wherever any structural Work is involved.

· Noise restrictions: Where hours of the day or the days of the week in which

construction Work may be limited pursuant to the NYC Noise Control Code,

such limitations shall be stated. Pursuant to Section 24-224 (Construction

activities) of the NYC Noise Code (Local Law 113 of 2005), construction

activities will be confined to weekdays (Mondays through Fridays) between

7am and 6pm unless an After Hours Work Permit has been obtained from the

Department of Buildings.

· Compliance with housing standards: The requirements of the NYC Housing

Maintenance Code, and, where applicable, the NY State Multiple Dwelling Law

shall be strictly observed.

FLOOD ZONE STATEMENT

The subject premises is NOT located in a Flood Zone, per effective FIRM.

Therefore, the requirements of NYC BC Appendix "G" Flood Resistant

Requirements are NOT applicable.

· Property not in SFHA

FEMA NOTES

Medical Center


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DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

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20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION



GENERAL NOTES:

(2 OF 2)

G-002 00

3

A

ABV - ABOVE

ADJ - ADJACENT

AFF - ABOVE FINISH FLOOR

AFG - ABOVE FINISH GRADE

ALUM - ALUMINUM

APPD - APPROVED

ARCHT - ARCHITECT

ASSEM - ASSEMBLY

< - ANGLE

B

BLDG - BUILDING

BM - BEAM

BOTT - BOTTOM

BUR - BUILT UP ROOF

C

CJ - CONTROL JOINT

CF - CUBIC FEET

CL - CENTER LINE

CLG - CEILING

COL - COLUMN

CONC - CONCRETE

CONT - CONTINUOUS

D

DBL - DOUBLE

DEG - DEGREE

DEPT - DEPARTMENT

DTL - DETAIL

DIA - DIAMETER

DIM - DIMENSION

DN - DOWN

DR - DOOR

DWG - DRAWING

E

EA - EACH

EL/ELEV - ELEVATION

ELEC - ELECTRIC

ENCL - ENCLOSURE

EQ - EQUAL

EQUIP - EQUIPMENT

EXP - EXPANSION

EXST - EXISTING

F

FIN - FINISH

FL/FLR - FLOOR

G

GA - GAUGE

GALV - GALVANIZED

GC - GENERAL CONTRACTOR

GL - GLASS

H

HT - HEIGHT

HORIZ - HORIZONTAL

HR - HOUR

L

LF - LINEAR FEET

LI - LINEAR INCHES

LS - LUMP SUM

LT - LIGHT

M

MTL - METAL

MATL - MATERIAL

MAX - MAXIMUM

MECH - MECHANICAL

MIN - MINIMUM

N

NIC - NOT IN CONTRACT

NO/NUM - NUMBER

NTS - NOT TO SCALE

O

OC - ON CENTER

P

PART - PARTITION

PAVMT - PAVEMENT

PERF - PERFORATED

PL - PLATE

PROP - PROPERTY

R

REINF - REINFORCING

REPL - REPLACEMENT

RM - ROOM

S

SAE - SAME AS EXISTING

SECT - SECTION

SF - SQUARE FEET

SHT - SHEET

SI - SQUARE INCHES

SIM - SIMILAR

SPEC - SPECIFICATION

SS - STAINLESS STEEL

STD - STANDARD

STOR - STORAGE

SY - SQUARE YARD

T

TYP - TYPICAL

U

UON - UNLESS NOTED OTHERWISE

V

VERT - VERTICAL

VIF - VERIFY IN FIELD

W

W/ - WITH

WT - WEIGHT

WWF - WELDED WIRE FABRIC

RESTORATION CODES

ANC - ANCHORAGE

BAL - BALCONY

BMS - BEAMS

CHM - BRICK CHIMNEY

CLD - CLADDING

CLN - CLEANING

CNC - CORNICE

COA - COATING

COL - COLUMN

CON - CONCRETE

COP - COPING

COR - CORNER

CRB - CURB

DEM - DEMOLITION

DOR - DOOR

DRN - DRAIN

EIF - EIFS

FAC - FACADE

FLA - FLASHING

FPR - FIREPROOFING

FTG - FOOTING

GAR - GARAGE (GENERAL)

GRC - GFRC

INT - INTERIOR (GENERAL)

JNT - JOINT

LAD - LADDER

LGT - LIGHT FIXTURE

LTL - LINTEL

LVR - LOUVER

MAS - MASONRY

MEC - MECHANICAL

MEM - ROOFING MEMBRANE

MSC - MISCELLANEOUS

PAI - PAINTING

PAV - PAVING

PLT - PLANT/FOLIAGE

PNT - POINTING

PPT - PARAPET

PRB - PROBE

RAI - RAILING

ROF - ROOF (GENERAL)

SHG - SHINGLES

SHM - SHEET METAL

SIL - SILL

SIT - SITE WORK

SKY - SKYLIGHT

SLB - SLAB

SLB - SLAB

SPN - SPANDREL

SSM - STANDING SEAM ROOF

STA - STAIR

STL - STEEL

STN - STONE

STR - STRUCTURE

STU - STUCCO

TER - TERRACE

TRC - TERRA COTTA

VLT - SIDEWALK VAULT

WIN - WINDOW

WOD - WOOD

ABBREVIATIONS

ORGANIZATION OF DRAWINGS AND SPECIFICATIONS

Each Restoration Assembly is identified by its RAD CODE. The RAD Code is a

five character, alphanumeric notation. For example, the code “PPT 01” identifies

a particular parapet reconstruction. The RAD symbol as shown below is used to

graphically label the RAD within the drawing set. It consists of the RAD Code and

description. In some cases, a RAD encompasses more than one sheet.

The BASIC ASSEMBLY illustrates the fundamental configuration of new and

existing components of the RAD. It is designated by the symbol shown below,

and may include plan, elevation and/or section views as needed to convey the

information.

In some cases, a variation of the Basic Assembly is illustrated. This is referred to

as an “@ CONDITION.” For example, a coping RAD may include an @ CORNER

condition as designated by the symbol below.

In some cases, a SUBDETAIL is necessary to provide additional information

about the Basic Assembly and/or @ Condition. The additional information may

include: an enlarged view of, or a cut through a portion of the RAD, or an

illustration or image representing a particular material or product.

Within the context of the same RAD, the Subdetail is then referenced by its letter

using the symbol shown below.

In some cases, when a Subdetail is associated with multiple RADs, it will be

drawn once as a typical Subdetail, rather than appearing in each RAD. Typical

Subdetails are located at the end of the set of RAD drawings. Typical Subdetails

are differentiated by the hollow arrow in their symbols, and their numerical

designation (e.g., 01, 02, 03 …) as shown below.

An @ Condition inherits all requirements of the Basic Assembly without repeating

them. Only required modifications for the particular condition are explicitly

indicated. The scale of the @ Condition may not necessarily match the scale of

the Basic Assembly.

A Subdetail is labeled by the symbol shown above, consisting of a single

letter (e.g. A, B, C...), description (e.g. “SEALANT JOINT”), and scale.

A. Sealant: NT (NS)

1. 795 Silicone Building Sealant Dow Corning

2. Silpruf SCS 2000 Momentive

The PRODUCT CALLOUT is the link between the RAD and the Technical

Specifications. A Product Callout is indicated once in the RAD and applies to all

instances where the product occurs. In general, new materials and products in

the Drawings are shaded.

Products called out in Specification Section 079200 appear as shown below:

In the example shown above, “SEALANT: NT (NS)” is indicated by the Product

Callout, along with its reference to Specification Section 079200 where the

specific corresponding product/manufacturer information is found.

The Work of the Project comprises a series of assemblies, each graphically

illustrated by a RESTORATION ASSEMBLY DETAIL (RAD). For example:

coping anchorage, flashing at roof drain, etc. (The examples shown are general,

and not representative of this Project.) A full listing of RADs can be found in the

RESTORATION SUMMARY. Depending on the complexity of the RAD, the detail

drawing will employ the elements below.

JNT 01

1 OF 2

Sealant Joint Replacement

3" = 1'

12"6"0" 3"

BASIC ASSEMBLY

3" = 1'

12"6"0" 3"

CORNER

@

2"1"0"

12" = 1'A: SEALANT JOINT

A

2"1"0"

12" = 1'01: SEALANT JOINT

01

079200 SEALANT: NT (NS)

ADJACENT RAD

In some cases, one RAD may be directly adjacent to another RAD, each with its

own requirements and unit costs. For example, a parapet reconstruction RAD

might indicate an adjacent railing restoration RAD (RAI 01) using the symbol

shown below.

In the example shown, the RAI 01 components would be purchased and installed

as part of the railing restoration, not as part of the parapet reconstruction.

SIMILAR RADS

In some cases, one RAD may be similar to another RAD. For example, a low wall

parapet reconstruction RAD (PPT 02) may have similar construction

requirements to those of a full height parapet reconstruction RAD (PPT 01). In

this example, PPT 02 may only show the profile of the parapet indicating the

specific height requirement, and then simply refer to PPT 01 using the symbol

shown below.

RAD TAG

On the plan and elevation drawings, each required RAD is identified by a "RAD

TAG". Each RAD Tag includes the RAD Code (referencing the applicable RAD),

the unit of measure, and the required quantity. For example, the RAD Tag shown

below indicates 30 linear feet of parapet reconstruction whose RAD Code is PPT

01.

The quantity indicated in the RAD Tag is approximate, and is provided for the

Contractor's convenience only. The Contractor is responsible for verifying all

quantities as indicated graphically on the drawings, and for performing the

indicated Work under the Base Contract.

A RAD for which quantities cannot be precisely determined until the Project is

under construction is designated by an ALLOWANCE TAG. For example, the

quantity of concrete deck restoration, under an existing roof membrane, cannot

be determined until the membrane has been removed.

The Allowance Tag indicates a quantity allowance that the Contractor is

responsible for performing under the Base Contract. Consistent with the example

above, the Allowance Tag above indicates an allowance of 300 SF of concrete

deck restoration to be included in the Base Contract. Once the actual quantity of

Work has been determined, a Change Order will be issued, adjusting the

Contract Price in accordance with the Unit Price Schedule.

MAS 01

In this example PPT 02 inherits all requirements of PPT 01 without repeating

them. Only the required modifications for PPT 02 are explicitly indicated. The

scale of PPT 02 may not necessarily match the scale of PPT 01.

SIMILAR TO PPT 01

RESTORATION ASSEMBLY DETAIL (RAD)

2016 NYC ENERGY CONSERVATION CODE NOTES

PROJECT SCOPE

The project involves the following Building Envelope related items of work:

· Incidental masonry repairs of above-grade walls at “spot” locations

· Stucco ceiling restoration

· Concrete restoration

· Resetting existing coping stones

· Patching existing coping stones

· Masonry corner restoration

· Expansion joint replacement

· Glass window pane replacement

· Sealant joint replacement

· Leader replacement

· Lintel restoration

· Shelf angle restoration

· Brick Masonry Replacement

· Brick masonry replacement at lintel ends

· Brick pointing

· Railing resetting over coping stones

· Railing restoration

APPLICABILITY OF NYCECC: NON-EXEMPT

APPLICATION

The project is subject to the requirements of the NYCECC pursuant to ECC

101.4.

CODE COMPLIANCE

The project shall comply with the administrative requirements of Chapter 1 of

NYCECC Administration), and with 1 RCNY 5000-01 “Construction document

approval requirements for compliance with the New York City Energy

Conservation Code,” and other applicable rules and regulations.

The project shall comply with the requirements of Chapter C4 Commercial

Energy Efficiency, Section ECC C401 General Requirements, and applicable

portions of Section ECC C402 Building Envelope requirements, as modified by

applicable portions of Chapter C5 Existing Buildings.

ECC 101.5.2.1 Professional Statement. "To the best of my knowledge, belief

and professional judgment, these plans and specifications are in compliance with

the New York City Energy Conservation Code (NYCECC)."

ECC 101.5.2.2 Energy analysis. The project is a “building alteration

project.” The energy analysis shall demonstrate how the project design complies

with the ECC. For this project the analysis shall compare the proposed design to

prescriptive requirements of the ECC, as noted above.

ECC 101.5.3.3 Supporting documentation. The construction documents shall

demonstrate conformance with the energy analysis for every element contained

in the energy analysis, and shall comply with the applicable requirements of

Section ECC 103 Construction Documents.

ECC 103.4 Changes during construction. Changes made during construction

that are not in compliance with the approved construction documents shall be

re-submitted to the DOB as an amended set of construction documents.

GENERAL REQUIREMENTS (ECC CHAPTER 3)

ECC C303 Materials

C303.2 Installation. All materials, systems and equipment shall be installed in

accordance with (i) the manufacturer's installation instructions and (ii) the

applicable provisions of the New York City Construction Codes.

Building Design: Prescriptive Analysis Pursuant to 2016 NYCECC (ECC)

All Section numbers refer to the 2016 NYCECC, except as otherwise noted.

The subject building is a Commercial building as defined in Section ECC C202.

Climate Zone 4A shall be used in determining the applicable requirements from

Chapter C4, per to C301.1

APPLICABILITY: EXISTING BUILDINGS (ECC CHAPTER

C5)

ECC 501 General.

C501.1 Scope. The provisions of Chapter C5 (Existing Buildings) shall control

the alteration, repair, addition and change of occupancy of existing buildings and

structures.

C501.2 Existing buildings. Except as specified in this chapter, the ECC shall

not be used to require the removal, alteration or abandonment of, nor prevent the

continued use and maintenance of, an existing building or building system

lawfully in existence at the time of adoption of the ECC.

C501.3 Maintenance. Buildings and structures, and parts thereof, shall be

maintained in a safe and sanitary condition. Devices and systems that are

required by the ECC shall be maintained in conformance to the code edition

under which installed. The owner or the owner's authorized agent shall be

responsible for the maintenance of buildings and structures. The requirements of

this chapter shall not provide the basis for removal or abrogation of energy

conservation, fire protection and safety systems and devices in existing

structures.

C501.4 Compliance. Alterations, repairs, additions and changes of occupancy

to, or relocation of, existing buildings and structures shall comply with (i) all

applicable provisions of the ECC, (ii) the provisions for alterations, repairs,

additions and changes of occupancy or relocation, respectively, on the NYC

Construction Codes, (iii) the NYC Fire Code, and (iv) the NYC Electrical Code.

C501.6 Historic buildings. No provisions of this code relating to the

construction, repair, alteration, restoration, and change of occupancy shall be

mandatory for historic buildings.

ECC C503 Alterations.

C503.1 General. Alterations to any building or structure shall comply with the

requirements of the code for new construction. Alterations shall be such that the

existing building or structure is no less conforming to the provisions of the ECC

than the existing building or structure was prior to the alteration. Alterations to an

existing building, building system or portion thereof shall conform to the

provisions of the ECC as those provisions relate to new construction without

requiring the unaltered portions of the existing building or building system to

comply with the ECC. Alterations shall not create an unsafe or hazardous

condition or overload existing building systems.

Exception: The following alterations need not comply with the requirements for

new construction, provided that the energy use of the building is not increased:

· Construction where the existing roof, wall or floor cavity is not exposed.

C503.3 Building envelope. New building envelope assemblies that are part of

an alteration shall comply with Sections C402.1 through C402.5.

ECC C504 Repairs.

C504.1 General. Buildings, structures, and parts thereof, shall be repaired in

compliance with Section C501.3 and C504.1. Work on non-damaged

components that is necessary for the required repair of damaged components

shall be considered part of the repair and shall not be subject to the requirements

for alterations (C503.1). Routine maintenance required by Section C501.3

(Maintenance), ordinary repairs exempt from permit and abatement of wear due

to normal service conditions shall not be subject to the requirements for repairs

specified in this section.

ECC C505 Change of Occupancy or Use.

C505.1 General. Spaces undergoing a change in occupancy that would result in

an increase in demand for either fossil fuel or electrical energy shall comply with

the ECC.

BUILDING ENVELOPE REQUIREMENTS (SECTION C402)

ECC C401.2.2 Prescriptive Compliance Path. The project design shall comply

with the prescriptive compliance path. A Tabular Prescriptive Analysis is

provided.

C402.1 General (Prescriptive). (Commercial) Building thermal envelope

assemblies for buildings that are intended to comply with the code on a

prescriptive basis, in accordance with the compliance path described in Item 2 of

Section C401.2, shall comply with the following:

1. The opaque portions of the building thermal envelope shall comply with the

specific insulation requirements of Section C402.2 and the thermal

requirements of either Section C402.1.3 (Table C402.1.3 “Opaque Thermal

Envelope Insulation Requirements, R-value Method”); or Section

C402.1.4 (Table C402.1.4 “Opaque Thermal Envelope Assembly Maximum

Requirements, U-factor Method”); or the component performance alternative of

Section C402.1.5.

2. Air leakage of building envelope assemblies shall comply with Section C402.5.

C402.1.3 Insulation component R-value-based method. Building thermal

envelope opaque assemblies shall meet the requirements of Sections C402.2

and C402.4 based on Climate Zone 4A.

ENERGY ANALYSIS: 2016 NYCECC CHAPTER C4

Climate Zone: 4A (C301.1)

Commercial - Alteration

Table C402.1.3 Opaque Thermal Envelope Component Minimum

Requirements Group R or All Other

2016 NYC ECC NOTES - MASONRY ONLY

Energy Code Tabular Analysis

Item Description Proposed Design Value Code Prescriptive Value Supporting Documentation

N/A N/A

(See *Note 1 below table)

2016 NYC ECC NOTES - TABULAR ANALYSIS

1/16" = 1'

16'8'0' 4' 32'

ROOF / PROTECTION / SIDEWALK SHED PLAN

BUILDING 2

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LOWER ROOF ( 1 STORY)

RESTRICT ACCESS DURING

CONSTRUCTION

AREA WAY

LEGEND:

MAIN ENTRANCE

SECONDARY ENTRANCE

PROPOSED NEW 6' WIDE SIDEWALK SHED

PROPOSED NEW 8' WIDE SIDEWALK SHED

EXISTING CHAIN LINK FENCE

PROPOSED TEMPORARY FENCE

SIDEWALK SHED ENTRY

RESTRICTED ACCESS AREA

SCOPE OF WORK

PUBLIC SIDEWALK

N

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AREA WAY

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SIDEWALK SHED NOTES:

1. LENGTHS OF SIDEWALK SHEDS ARE SHOWN FOR INFORMATION

ONLY. ALL SIDEWALK SHEDS SHALL BE EXTENDED TO THE NEAREST

MULTIPLE OF 8 LINEAR FEET i.e. IF THE SIDEWALK SHED LENGTH

INDICATED ON THE DRAWING IS 45 FEET, THEN THE CONTRACTOR

SHALL EXTEND THE SIDEWALK SHED (BY 3 FEET) TO THE NEAREST

MULTIPLE OF 8 WHICH IS 48'-0".

2. ALL SIDEWALK SHEDS SHALL HAVE A MINIMUM HEIGHT OF 8'-0".

FIRE LANE SIDEWALK SHEDS SHALL HAVE A HEIGHT OF 16'-0". CONFIRM

REQUIRED WIDTH AND HEIGHT OF FIRE LANE WITH THE LOCAL FIRE

DEPARTMENT AND PROVIDE SIDEWALK SHEDS ACCORDINGLY.

CONTRACTOR SHALL ACCOMMODATE ANY SPECIAL SHED HEIGHT

REQUIREMENTS BY BUILDING MANAGEMENT. THERE IS NO ADDITIONAL

COST TO THE CONTRACT FOR THE PORTION OF SIDEWALK SHED WHICH

IS 16'-0" HIGH OR OTHER SIDEWALK SHEDS OF VARYING HEIGHTS (I.E.

AT RAMPS). SIDEWALK SHED HEIGHT SHALL BE CLEARLY MARKED ON

THE CONTRACTOR'S SIDEWALK SHED SHOP DRAWINGS.

3. THE CONTRACTOR SHALL ADJUST THE HEIGHT OF THE PROPOSED

SIDEWALK SHED AS NECESSARY, SUCH THAT IT DOES NOT OBSTRUCT

ANY SECURITY CAMERAS.

4. ALL SIDEWALK SHEDS SHALL BE ELECTRICALLY GROUNDED.

5. LOCATIONS OF ENTRANCES TO THE BUILDING ARE APPROXIMATE.

THE CONTRACTOR SHALL VERIFY LOCATION OF ENTRANCES.

6. NO SIDEWALK SHED PLACEMENT IS TO OBSTRUCT EXISTING

WALKWAY WIDTH SUCH THAT CLEAR WIDTH IS REDUCED TO LESS THAN

4'-0".

55'-0"

12'-0"

168'-0"

19'-0"

20'-0"

28'-0"

29'-0"

156'-0"

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ASBESTOS NOTES:

GENERAL & SPECIFIC

H-100 00

5 27

GENERAL

A. THIS ASBESTOS ABATEMENT PROJECT WILL CONSIST OF THE

REMOVAL AND DISPOSAL OF ASBESTOS CONTAINING MATERIALS (ACM)

AND PRESUMED ASBESTOS CONTAINING MATERIALS (PACM) AT JACOBI

MEDICAL CENTER BUILDING # 2 (STAFF HOUSE) LOCATED AT 1920

SEMINOLE AVENUE, BRONX, NEW YORK 10461.

B. THE WORK SHALL INCLUDE, BUT NOT BE LIMITED TO, THE REMOVAL OF

ASBESTOS CONTAINING FLASHING FELTS AND DIRECTLY IMPACTING

THE CYCLE 7 & 8 FISP-LOCAL LAW 11 FAçADE RESTORATION PROJECT.

ADDITIONALLY, ASBESTOS CONTAINING GLAZING COMPOUND SHALL

BE REMOVED FROM 5 ALUMINUM WINDOWS SASHES WHERE THE

GLASS PANES ARE TO BE REPLACED AND EXTERIOR WINDOW CAULK

SHALL BE REMOVED FROM THE PERIMETER OF THE MASONRY

OPENING AT THE WINDOW FRAME OR SELECTED DOOR FRAME

CONNECTIONS.

§ ACM MASTIC AND FLASHING FABRIC (ACM-01): APPROXIMATELY 220

SF

§ ACM GLAZING COMPOUND - 5 UNITS (ACM-02): APPROXIMATELY < 2

SF

§ ACM EXTERIOR CAULK (ACM-03): APPROXIMATELY 120

SF

C. THE CONTRACTOR SHALL BE AWARE OF ALL CONDITIONS OF THE

PROJECT AND IS RESPONSIBLE FOR VERIFYING QUANTITIES AND

LOCATIONS OF ALL WORK TO BE PERFORMED. FAILURE TO DO SO

SHALL NOT RELIEVE THE CONTRACTOR OF ITS OBLIGATION TO

FURNISH ALL LABOR AND MATERIALS NECESSARY TO PERFORM THE

WORK.

D. ALL WORK SHALL BE PERFORMED IN STRICT ACCORDANCE WITH THE

PROJECT DOCUMENTS AND ALL GOVERNING CODES, RULES, AND

REGULATIONS. WHERE CONFLICTS OCCUR BETWEEN THE PROJECT

DOCUMENTS AND APPLICABLE CODES, RULES, AND REGULATIONS,

THE MORE STRINGENT SHALL APPLY.

E. WORKING HOURS SHALL BE AS REQUIRED AND APPROVED BY THE

JACOBI MEDICAL CENTER (JMC). ASBESTOS ABATEMENT ACTIVITIES

INCLUDING, BUT NOT LIMITED TO, WORK AREA PREPARATION, GROSS

REMOVAL ACTIVITIES, CLEANING ACTIVITIES, WASTE REMOVAL, ETC.

MAY NEED TO BE PERFORMED DURING 'OFF-HOURS' (INCLUDING

NIGHTS AND WEEKENDS). IN ADDITION, MULTIPLE MOBILIZATIONS MAY

BE REQUIRED TO PERFORM THE WORK IDENTIFIED IN THIS PROJECT.

THE CONTRACTOR SHALL COORDINATE AND SCHEDULE ALL WORK

WITH THE FACILITY AND JMC'S ENVIRONMENTAL CONSULTANT.

SPECIFIC

A. ANY SPECIAL JOB CONDITIONS, ARE DESCRIBED BELOW.

1. THE WORK FOR THIS PROJECT MAY NEED TO BE PERFORMED IN

MULTIPLE PHASES: THE ASBESTOS ABATEMENT SUB-CONTRACTOR

MUST COORDINATE ALL SCHEDULE REQUIREMENTS OF THE FACILITY

AND THE CONSTRUCTION SCHEDULE. THEREFORE, THE ASBESTOS

ABATEMENT CONTRACTOR MUST ANTICIPATE AND CARRY-OUT

MULTIPLE MOBILIZATIONS AND DEMOBILIZATIONS, AS WELL AS

OFF-HOUR AND WEEKEND WORK SHIFTS. THE ASBESTOS ABATEMENT

SUB-CONTRACTOR MUST PROVIDE ALL THE NECESSARY MANPOWER

AND EQUIPMENT TO COMPLETE INDIVIDUAL WORK SEGMENTS WITHIN

THEIR SCHEDULED TIME FRAME AS DETERMINED BY THE

CONSTRUCTION MANAGER AND/OR JMC. CLOSE COORDINATION

BETWEEN THE GENERAL CONTRACTOR AND THE ASBESTOS

ABATEMENT SUB-CONTRACTOR IS MANDATORY.

2. ACM MASTIC AND FLASHING FABRIC REMOVALS: ALL FAçADE

FLASHING FABRIC AND MASTIC REMOVALS WILL INCLUDE WORK AREA

PREPARATION AND ABATEMENT OF FLASHING MASTIC/FELT AND

DISPOSAL PER NYC DEP TITLE 15, CHAPTER 1 AS REVISED 01/06/19.

REMOVAL OF WHITE FINISH FAçADE BRICK SHALL BE PERFORMED BY

THE GENERAL CONTRACTOR; HOWEVER, SOME REMOVAL OF MASONRY

MATERIALS BEHIND THE FAçADE BRICK INCLUDING BACK BUTTER

MORTAR AND BRICK INFILL OF STRUCTURAL STEEL COMPONENTS

SHALL BE PERFORMED BY THE ASBESTOS ABATEMENT

SUB-CONTRACTOR TO AVOID ANY DISTURBANCE OF ASBESTOS

CONTAINING MATERIALS (I.E. SPANDREL LOCATIONS). ALL WORK

PROCEDURES WILL FOLLOW SUBSECTION 1-109 ABATEMENT FROM

VERTICAL SURFACES. (COPY OF SUBSECTION 1-109 CAN BE FOUND IN

APPENDIX A)

3. ACM EXTERIOR CAULK REMOVALS: REMOVE ASBESTOS CONTAINING

EXTERIOR CAULK FROM DESIGNATED WINDOWS AND EXTERIOR

DOORFRAMES. ADDITIONALLY, PRE-CLEANING ABATEMENT ACTIVITIES

SHALL INCLUDE THE REMOVAL AND DISPOSAL OF ALL CAULK DEBRIS

FROM THE GROUND AROUND THE BUILDING AS WELL AS ALL ROOFTOP

SURFACES BELOW SETBACKS. ALL WORK IS TO BE PERFORMED IN

ACCORDANCE WITH NYCDEP REGULATIONS.

4. NYCDEP TITLE 15 1-109(A)(5) REQUIRES THAT “ALL OPENINGS TO THE

BUILDING OR STRUCTURE'S INTERIOR WHICH ARE WITHIN 25 FEET OF

THE AFFECTED ACM SHALL BE CLOSED AND MADE AIRTIGHT”. TO

SATISFY THIS REQUIREMENT THE ASBESTOS ABATEMENT

SUB-CONTRACTOR CAN SEAL WINDOWS FROM THE INTERIOR SIDE BY

TAPING ALL THE SEAMS AND JOINTS. INTERIOR TAPING AND SEALING

MUST BE COORDINATED WITH JMC AND THE OWNER'S

REPRESENTATIVES.

5. AN NYCDEP VARIANCE, PREPARED AND FILED BY THE ASBESTOS

ABATEMENT SUB-CONTRACTOR WILL BE REQUIRED FOR THIS PROJECT.

RELIEF FROM APPLICABLE REQUIREMENTS OF TITLE 15 GOVERNING

REMOTE DECONTAMINATION UNIT LOCATIONS RELATIVE TO THE WORK

AREAS, PROJECT PHASING & CLEARANCE CRITERIA, WORK AREA

PREPARATION ETC. MAY BE REQUIRED. BEFORE ANY VARIANCE

PETITION IS SUBMITTED TO NYCDEP, IT MUST BE REVIEWED FOR

COMMENT BY JMC AND THEIR ENVIRONMENT CONSULTANT.

6. REFER TO CONSTRUCTION DRAWINGS H-100.00 THROUGH H-501.00 FOR

WORK AREA LOCATIONS AND DETAILS.

ASBESTOS REMOVAL NOTES

EL. 60'-0"

FIN. 1ST FLOOR

FIN. 2ND FLOOR

EL. 70'-2"

FIN. 3RD FLOOR

EL. 80'-4"

FIN. 4TH FLOOR

EL. 90'-6"

FIN. 5TH FLOOR

EL. 100'-8"

FIN. 6TH FLOOR

EL. 110'-10"

TOP OF ROOF SLAB

EL. 122'-0"

EMR ROOF

EL. 137'-11"

3/32" = 1'

0' 4' 8' 16'

EAST ELEVATION: 01

BUILDING 2

ASBESTOS REMOVAL LEGEND

LOCATION OF MAS 03 WORK BY GC REQUIRING

ASBESTOS REMOVAL INCLUDED IN ACM 01

LOCATIONS OF ACM 03 EXTERIOR CAULK REMOVALS

NO EXTERIOR CAULK REMOVALS ON

SECURITY OFFICE STOREFRONT WINDOWS

AND DOORS.

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BUILDING #2

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Medical Center


ACOBIJ

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UP

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UR

ES

.APPLIED

TECHNOLOGY

SERVICES, INC.

DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

481 MAIN ST.


(914) 654-0080

DOB BSCAN STICKER


REVISIONS

DATE

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20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461

AM CC

00

10/09/2019

02/28/2020 100% SUBMISSION

ACM EAST ELEVATION

H-201 00

6 27

EL. 60'-0"

FIN. 1ST FLOOR

FIN. 2ND FLOOR

EL. 70'-2"

FIN. 3RD FLOOR

EL. 80'-4"

FIN. 4TH FLOOR

EL. 90'-6"

FIN. 5TH FLOOR

EL. 100'-8"

FIN. 6TH FLOOR

EL. 110'-10"

TOP OF ROOF SLAB

EL. 122'-0"

EMR ROOF

EL. 137'-11"

3/32" = 1'

0' 4' 8' 16'

WEST ELEVATION: 03

BUILDING 2


LOCATIONS OF MAS 03 WORK BY GC REQUIRING

ASBESTOS REMOVAL INCLUDED IN ACM 01

LOCATIONS OF ACM 02 GLAZING COMPOUND REMOVALS


NO EXTERIOR CAULK

REMOVALS ON SECURITY

OFFICE STOREFRONT

WINDOWS AND DOORS.

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BUILDING #2

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UR

ES

.APPLIED

TECHNOLOGY

SERVICES, INC.

DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

481 MAIN ST.


(914) 654-0080

DOB BSCAN STICKER


REVISIONS

DATE

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n.d

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20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461

AM CC

00

10/09/2019

02/28/2020 100% SUBMISSION

ACM WEST ELEVATION

H-202 00

7 27

EL. 60'-0"

FIN. 1ST FLOOR

FIN. 2ND FLOOR

EL. 70'-2"

FIN. 3RD FLOOR

EL. 80'-4"

FIN. 4TH FLOOR

EL. 90'-6"

FIN. 5TH FLOOR

EL. 100'-8"

FIN. 6TH FLOOR

EL. 110'-10"

TOP OF ROOF SLAB

EL. 122'-0"

EMR ROOF

EL. 137'-11"

3/32" = 1'

0' 4' 8' 16'

NORTH ELEVATION: 02

BUILDING 2

EL. 60'-0"

FIN. 1ST FLOOR

FIN. 2ND FLOOR

EL. 70'-2"

FIN. 3RD FLOOR

EL. 80'-4"

FIN. 4TH FLOOR

EL. 90'-6"

FIN. 5TH FLOOR

EL. 100'-8"

FIN. 6TH FLOOR

EL. 110'-10"

TOP OF ROOF SLAB

EL. 122'-0"

EMR ROOF

EL. 137'-11"

3/32" = 1'

0' 4' 8' 16'

SOUTH ELEVATION: 04

BUILDING 2

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BUILDING #2

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Medical Center


ACOBIJ

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IN

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UP

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ST

RU

CT

UR

ES

.APPLIED

TECHNOLOGY

SERVICES, INC.

DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

481 MAIN ST.


(914) 654-0080

DOB BSCAN STICKER


REVISIONS

DATE

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-N

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20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461

AM CC

00

10/09/2019

02/28/2020 100% SUBMISSION

ACM NORTH & SOUTH

ELEVATIONS

H-203 00

8 27



REFERENCE PHOTOS: EXISTING CONDITION

REMOVE EXISTING BROKEN WINDOW PANE.

ABATE ACM GLAZING COMPOUND FROM

ALUMINUM FRAME.


ABATE ACM CAULKING COMPOUND

FROM AROUND WINDOW FRAME.

3" = 1'

12"6"0" 3"

CASE 1: AT CORNER SPANDREL 3" = 1'

12"6"0" 3"

CASE 2: AT SPANDREL 3" = 1'

12"6"0" 3"

CASE 3: AT HUNG LINTEL 3" = 1'

12"6"0" 3"

CASE 4: AT LOOSE LINTEL

REMOVE EXISTING ACM

MASTIC AND FABRIC

FLASHING

GENERAL CONTRACTOR

TO REMOVE BRICK

MASONRY. PROVIDE

TEMPORARY SHORING

SUPPORT AND

PROTECTION TO

EXISTING MASONRY TO

REMAIN.

REMOVE MASONRY INFILL

AND MORTAR

024119

028000

028000REMOVE EXISTING ACM

MASTIC AND FABRIC

FLASHING

GENERAL CONTRACTOR

TO REMOVE BRICK

MASONRY. PROVIDE

TEMPORARY SHORING

SUPPORT AND

PROTECTION TO

EXISTING MASONRY TO

REMAIN.


AND MORTAR

024119

028000

028000REMOVE EXISTING ACM

MASTIC AND FABRIC

FLASHING

GENERAL CONTRACTOR

TO REMOVE BRICK

MASONRY. PROVIDE

TEMPORARY SHORING

SUPPORT AND

PROTECTION TO

EXISTING MASONRY TO

REMAIN.


AND MORTAR

024119

028000

028000

REMOVE EXISTING ACM

MASTIC AND FABRIC

FLASHING

GENERAL CONTRACTOR

TO REMOVE BRICK

MASONRY. PROVIDE

TEMPORARY SHORING

SUPPORT AND

PROTECTION TO

EXISTING MASONRY TO

REMAIN.

024119

028000

024119

028000

028000

ACM 03

CAULKING ABATEMENT

(SF)

ACM 02

GLAZING COMPOUND ABATEMENT

(SF)

Medical Center


ACOBIJ

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UP

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CT

UR

ES

.APPLIED

TECHNOLOGY

SERVICES, INC.

DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

481 MAIN ST.


(914) 654-0080

DOB BSCAN STICKER


REVISIONS

DATE

FIL

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n)n

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\_

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\D

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-A

CM

0

1 A

CM

0

2 A

CM

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JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461

AM CC

00

10/09/2019

02/28/2020 100% SUBMISSION

ACM DETAILS: ACM 01

ACM 02 & ACM 03

H-501 00

9 27

ACM 01

FLASHING / MASTIC ABATEMENT

(SF)

EL. 60'-0"

FIN. 1ST FLOOR

FIN. 2ND FLOOR

EL. 70'-2"

FIN. 3RD FLOOR

EL. 80'-4"

FIN. 4TH FLOOR

EL. 90'-6"

FIN. 5TH FLOOR

EL. 100'-8"

FIN. 6TH FLOOR

EL. 110'-10"

TOP OF ROOF SLAB

EL. 122'-0"

EMR ROOF

EL. 137'-11"

3/32" = 1'

0' 4' 8' 16'

EAST ELEVATION: 01

BUILDING 2

EXTERIOR LIGHT FIXTURES

AND CONDUITS OK TO

REMAIN PROTECTED.

PROVIDE TEMPORARY

SHORING AS NEEDED

DURING CONSTRUCTION.

± 162'-6" V.I.F.

LEGEND

SYMBOL NOTATES LOCATION OF MAS 03

HATCH NOTATES LOCATION OF JNT 01

SEE RETURN ELEVATION

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ES

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DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

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FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION



EAST ELEVATION

A-201 00

10 27

EL. 60'-0"

FIN. 1ST FLOOR

FIN. 2ND FLOOR

EL. 70'-2"

FIN. 3RD FLOOR

EL. 80'-4"

FIN. 4TH FLOOR

EL. 90'-6"

FIN. 5TH FLOOR

EL. 100'-8"

FIN. 6TH FLOOR

EL. 110'-10"

TOP OF ROOF SLAB

EL. 122'-0"

EMR ROOF

EL. 137'-11"

3/32" = 1'

0' 4' 8' 16'

WEST ELEVATION: 03

BUILDING 2

LEGEND

SYMBOL NOTATES LOCATION OF MAS 03

SYMBOL NOTATES LOCATION OF GLA 01


FOR JNT 01 ON

RETURN SEE

DRAWING A-203

137'- 0" ±

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IN

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UP

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RU

CT

UR

ES

.


DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

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JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION



WEST ELEVATION

A-202 00

11 27

EL. 60'-0"

FIN. 1ST FLOOR

FIN. 2ND FLOOR

EL. 70'-2"

FIN. 3RD FLOOR

EL. 80'-4"

FIN. 4TH FLOOR

EL. 90'-6"

FIN. 5TH FLOOR

EL. 100'-8"

FIN. 6TH FLOOR

EL. 110'-10"

TOP OF ROOF SLAB

EL. 122'-0"

EMR ROOF

EL. 137'-11"

3/32" = 1'

0' 4' 8' 16'

NORTH ELEVATION: 02

BUILDING 2

EL. 60'-0"

FIN. 1ST FLOOR

FIN. 2ND FLOOR

EL. 70'-2"

FIN. 3RD FLOOR

EL. 80'-4"

FIN. 4TH FLOOR

EL. 90'-6"

FIN. 5TH FLOOR

EL. 100'-8"

FIN. 6TH FLOOR

EL. 110'-10"

TOP OF ROOF SLAB

EL. 122'-0"

EMR ROOF

EL. 137'-11"

3/32" = 1'

0' 4' 8' 16'

SOUTH ELEVATION: 04

BUILDING 2

71

'- 0

" ±

82

'- 0

" ±

P

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NTSKEY PLAN

BUILDING #2

N

02

04

Medical Center


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W

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UP

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UR

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DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

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orth

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th

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va

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20

20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION



NORTH & SOUTH

ELEVATIONS

A-203 00

12

LEGEND


REMOVE AND DISCARD EXISTING AREA OF

DETERIORATED PLASTER CEILING AND LATH

AND REPLACE WITH 1" SUSPENDED CEMENT

PLASTER CEILING, FINISH AND COAT TO

MATCH EXISTING.

1"

± 1'- 6" V

.I.F

.

EXISTING 1-1/2" STEEL RUNNING

CHANNEL

4'-0" O.C. MAX, V.I.F. TO REMAIN

PROVIDE GALVANIZED

COLD-ROLLED CHANNEL TO MATCH EXISTING

2'-0" O.C. MAX AND

ALIGN WITH EXISTING

REMOVE 4" OF ADDITIONAL SOUND PLASTER

TO EXPOSE LATH. OVERLAP LATH ON

EXISTING AND SECURE / TIE AS

RECOMMENDED BY THE MANUFACTURER

EXISTING CEILING CONSTRUCTION

V.I.F.

EXISTING CEILING HANGERS @

4'-0" O.C. MAX., V.I.F. TO REMAIN

B.O. SLAB

VARIES, V.I.F.

3" = 1'

12"6"0" 3"

BASIC ASSEMBLY

REFERENCE PHOTO: EXISTING CONDITION

024119

092400 DIAMOND METAL LATH (SELF-FURRING)

3" = 1'

12"6"0" 3"

WALL

@

079200 BACKER ROD


EXISTING BACKING TO BE

PROTECTED AND REMAIN

1

2

"

AT BOTH SIDES

092400 J-BEAD

3" = 1'

12"6"0" 3"

SHELF ANGLE

@

NOTES:

1. EXISTING ELECTRICAL FIXTURES, CEILING ACCESS

HATCH, CONDUITS, ETC. TO REMAIN.

2. PROVIDE TEMPORARY SUPPORT AND PROTECTION AS

NEEDED DURING CONSTRUCTION. 4. ACCESS RAMP

BELOW SHALL REMAIN OPERATIONAL. COORDINATE AND

CORDON OFF AREA FOR TEMPORARY PROTECTION

DURING WORK.

3. PROVIDE NEW ANCHORS AND FRAMING CONNECTIONS AS

NEEDED

4. SCRAPE A MINIMUM OF 6" PERIMETER OF AROUND REPAIR

AREA IN PREPARATION

5. MECHANICALLY REMOVE DETERIORATED PAINT AND RUST

FROM ALL EXPOSED STEEL AND THOROUGHLY PREPARE

AND COAT STEEL SURFACE

PROVIDE FINISH COATING TO MATCH

EXISTING ADJACENT CEILING TO REMAIN.

PROVIDE MOCKUPS FOR APPROVAL.

PROVIDE CONCAVE JOINT TOOL

SEALANT TO ELIMINATE AIR POCKETS

AND TO PROVIDE CONTACT OF

SEALANT TO SIDES OF JOINT

NO EXTERIOR FINISH AT

SEALANT JOINT

±3" ±3"2'-0" MAX

1"

EXISTING CEILING HANGER FRAMING SYSTEM.

PROVIDE NEW FRAMING TO MATCH EXISTING

SIZES AS NOTED IN BASIC ASSEMBLY.

1"

3"

PROVIDE NEW GALVANIZED

COLD-ROLLED CHANNEL

TO MATCH EXISTING. FASTEN TO EXISTING

CARRYING CHANNEL WITH GALVANIZED WIRE TIES OR CLIPS.

1

2

"

EXISTING CEILING HANGER FRAMING SYSTEM.

PROVIDE NEW FRAMING TO MATCH EXISTING

SIZES AS NOTED IN BASIC ASSEMBLY.

NO EXTERIOR FINISH AT

SEALANT JOINT

PROVIDE CONCAVE JOINT TOOL


AND TO PROVIDE CONTACT OF

SEALANT TO SIDES OF JOINT

079200 BACKER ROD


092400 J-BEAD


COLD-ROLLED CHANNEL

FASTEN TO EXISTING STEEL ANGLE WITH

STAINLESS STEEL ANCHOR

REMOVE DETERIORATED PLASTER AND LATH; PROVIDE

AND INSTALL

ON 3.4-LB. GALV. SELF-FURRING METAL LATH

EXISTING, V.I.F.

REMOVE 4" OF ADDITIONAL SOUND PLASTER AND

EXPOSE EXISTING LATH. OVERLAP LATH ON EXISTING

AND SECURE / TIE AS RECOMMENDED BY THE

MANUFACTURER

EXISTING LATH TO REMAIN

3" = 1'

12"6"0" 3"

ADJACENT TO EXISTING

PLASTER/ STUCO CEILING

@

024119

092400 PRE-BLENDED THREE COAT STUCCO SYSTEM

3-4"MIN.

V.I.F

.

3"

3"

CEL 01

STUCCO CEILING RESTORATION

(SF)

Medical Center


ACOBIJ

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UR

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DRAWN BY CHECKED BY



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PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

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2/2

8/2

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2 F

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2 C

ON

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\_

WIP

\D

ra

win

gs (d

wg

s)\0

13

- A

-5

01

-C

EL

0

1.d

wg

20

20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION



RESTORATION DETAILS:

CEL 01

A-501 00

13 27

SECTION 3

ELEVATION (STEP 3)

SECTION 4

CHAMFER PERIMETER OF

REENTRANT CORNERS

AVOID FEATHERING

CAVITY CREATED BY REMOVAL OF

DETERIORATED CONCRETE

LIFT A

APPLY IN LIFTS IF REQUIRED, BASED ON

DEPTH OF CAVITY. MATCH EXISTING

TEXTURE AND PROFILE

SAW-CUT REPAIR PERIMETER,

SET DEPTH OF CUT TO TO AVOID

REBAR

EXISTING SOLID CONCRETE

MARK OUT A RECTILINEAR REPAIR PERIMETER WITH

MARGINS AS ILLUSTRATED IN ELEVATION (STEP 2).

SAW-CUT REPAIR PERIMETER TO DEPTH ILLUSTRATED IN

SECTION 2.

REMOVE CONCRETE TO ACHIEVE A 3/4" CLEARANCE

BEYOND REINFORCING BARS, AS ILLUSTRATED IN SECTION

2 ABOVE. FOR QUANTIFICATION PURPOSES, ASSUME AN

AVERAGE DEPTH OF 3".

SOUND SURFACES WITH AT LOCATIONS

APPROXIMATELY 2"-3" O.C., IN ALL DIRECTIONS,

TO IDENTIFY EXTENT OF DETERIORATED/

DELAMINATED CONCRETE.

REMOVE DETERIORATED CONCRETE UNTIL

NON-DETERIORATED (SOLID) SUBSTRATE IS

REACHED.

030100 BONDING AGENT

030100 STRUCTURAL CONCRETE REPAIR MORTAR

(TROWELED)

STEP 1: SOUNDING AND

REMOVAL OF

DETERIORATED CONCRETE

STEP 2: CONFIGURATION

AND PREPARATION OF

REPAIR

040519 S.S. THREADED ROD

AN

GLE

D P

IN

6" o.c.

1/4" DIAMETER, SET IN

040519 ANCHORAGE ADHESIVE

030100 CURING AGENT

STAINLESS STEEL

WIRE TIE AT

VERTICAL PIN, TYP.

SECTION 1

EXISTING REINFORCING BAR. SIZE AND

DISTRIBUTION MAY VARY

CAVITY PERIMETER

SECTION 2

3

4

" M

AX

.,

TY

P.

3

4

" M

IN

.,

T

YP

.

2" MIN.,

TYP.

2" M

IN

.,

TY

P.

COMPLY WITH MANUFACTURER'S RECOMMENDATIONS

FOR PREPARATION AND COATING OF REINFORCING

BARS.

IF CORROSION REDUCED ANY REINFORCING BAR

DIAMETER BY MORE THAN 20%, NOTIFY A/E FOR

EXAMINATION, AND SPLICE PER @ CORRODED REBAR.

STEP 3: FINAL

PREPARATION

COMPLY WITH MANUFACTURER'S RECOMMENDATIONS FOR

PREPARATION AND APPLICATION OF BONDING AGENT,

REPAIR MORTAR, AND CURING AGENT.

APPLY REPAIR MORTAR IN LIFTS AS ILLUSTRATED.

MAXIMUM THICKNESS OF EACH LIFT PER MANUFACTURER'S

RECOMMENDATIONS. SCORE SURFACE OF EACH LIFT TO

RECEIVE THE NEXT LIFT.

QUANTIFY CONCRETE SPALL REPAIR PER QUANTIFICATION

DIAGRAM.

STEP 4: REPAIR MORTAR

APPLICATION

PREPARE EXPOSED REINFORCING BAR

AND APPLY

030100 CORROSION RESISTANT

REBAR COATING (EPOXY)

FINAL CONCRETE SURFACE PREPARATION

PRIOR TO APPLYING BONDING AGENT (PER

SECTION 030100)

ROUGHEN SAW CUT SURFACE (PER

SECTION 030100)

REPAIR PERIMETER

D

A C

B

QUANTIFICATION DIAGRAM

THE QUANTITY OF CONCRETE SPALL REPAIR, IS EQUAL TO THE

TOTAL SURFACE AREA: (A x B) + (C x D)

CAVITY PERIMETER

REPAIR PERIMETER

ELEVATION (STEP 4)

ELEVATION (STEP 1) ELEVATION (STEP 2)

3" = 1'

12"6"0" 3"

BASIC ASSEMBLY

1 PER REPAIR, MIN.

VE

RT

IC

AL P

IN

2'-0" o.c. M

AX

.

VERTICAL PIN

2'-0" o.c. MAX.

NTSKEY

2

"

LIFT B

LIFT C

ANGLED PIN

6" o.c.

3

4

" M

IN

.

1" M

AX

.

22

11

33

44

BASIC

ASSEMBLY

@ CORNER

EXISTING CONCRETE

WALL

@ SPALLS > 5 SF

NOTE: SPALLS DEPICTED

AFTER STEP 2

CORNER AT

OVERHEAD,

SIM.

CON 01

1 OF 2

CONCRETE RESTORATION

(SF)

Medical Center


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NIC

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NS

, O

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Y A

NY

IN

FO

RM

AT

IO

N S

TO

RA

GE

A

ND

R

ET

RIE

VA

L S

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TE

M, W

IT

HO

UT

P

ER

MIS

SIO

N IN

W

RIT

IN

G F

RO

M S

UP

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ST

RU

CT

UR

ES

.


DRAWN BY CHECKED BY



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OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

FIL

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2/2

8/2

02

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2 F

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de

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2 C

ON

TR

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\_

WIP

\D

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win

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wg

s)\0

14

- A

-5

02

-C

ON

0

1 (1

O

F 2

).d

wg

20

20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION




CON 01

1 OF 2

A-502 00

14 27

CORNER

QUANTIFY VERTICAL

FACE OF CORNER

SPALL AS PART OF THIS

RAD AS ILLUSTRATED

UNLESS VERT. FACE

HAS ITS OWN RAD TAG

REPAIR PERIMETER

GENERAL NOTES:

1. INSIDE CORNER SIMILAR TO OUTSIDE CORNER

2. FOR CLARITY, THIS DRAWING ONLY DEPICTS VARIATIONS TO THE

BASIC ASSEMBLY AT STEP 3, AND THE QUANTIFICATION DIAGRAM.

THE OTHER STEPS ALSO APPLY

NTSCRACK > 1/4" WIDE

@

ELEVATION

EXISTING CRACK WITH AN

AVERAGE WIDTH OF 1/4"

OR GREATER

ROUT AREA ALONG CRACK TO

WIDTH AND DEPTH INDICATED

EXISTING REINFORCING BAR


OUTSIDE CORNER SECTION

040519 THREADED ROD

1/8" DIAMETER, BEND

AROUND AND SUPPORT

EVERY INTERSECTING

REINFORCING BAR, SET IN

EXISTING REINFORCING

BAR CONFIGURATION

AND SIZE MAY VARY


2

"

MATCH EXISTING DRIP EDGE

WHERE APPLICABLE

NTSCORNER

@

QUANTIFICATION DIAGRAM

THE QUANTITY OF CONCRETE SPALL REPAIR IS EQUAL TO THE TOTAL SURFACE

OF OVERHEAD AREA: (A x B) + (C x D)

ADD THE VERTICAL FACE (E x F) AS APPROPRIATE, PER THE NOTES

CAVITY PERIMETER

B

A

OVERHEAD FACE

D

MATCH EXISTING PROFILE

C

SECTION 5

NOTE: FOR CLARITY, THIS

DRAWING ONLY DEPICTS

VARIATIONS TO THE BASIC

ASSEMBLY AT STEP 2. THE

OTHER STEPS ALSO APPLY

3"3"

EDGE OF ROUTED AREA

ROUTING DEPTH: TO DEPTH OF

CRACK, OR 1/4" BELOW

EXISTING REINFORCING BARS,

WHICHEVER IS LESS. DO NOT

DAMAGE REINFORCING BARS

2

"

E

F

040519 THREADED ROD

1/8" DIAMETER, BEND

AROUND AND SUPPORT

EVERY HORIZONTAL

REINFORCING BAR , SET IN

EXISTING REINFORCING

BAR CONFIGURATION

AND SIZE MAY VARY

MATCH EXISTING PROFILE

INSIDE CORNER SECTION

55

030100 CORROSION RESISTANT REBAR COATING

040519 DEFORMED REINFORCING BAR (EPOXY COATED)

CUT AND REMOVE AFFECTED LENGTH

040519 THREADED ROD

SPLICE ENDS OF EXISTING AND NEW REBAR WITH

040519 REINFORCING BAR INLINE SPLICE COUPLER

EXISTING REBAR

030100 CORROSION RESISTANT REBAR COATING (EPOXY)

MECHANICALLY SPLICED TO EXISTING REBAR

DIAMETER OF NEW BAR: TO MATCH EXISTING.

LAP LENGTH IN ACCORDANCE WITH

MANUFACTURER'S INSTRUCTIONS

AFFECTED LENGTH

AT EXPOSED ENDS, TYP

040519 REINFORCING BAR LAPPED SPLICE COUPLER

ELEVATION

OPTION 2: IN-LINE SPLICE

OVERLAP EXISTING AND NEW REBAR, AND

SPLICE TOGETHER WITH


EXISTING REBAR

NTSCORRODED REBAR

@

AFFECTED LENGTHCUT AND REMOVE AFFECTED LENGTH

BENT THREADED ROD

BENT THREADED ROD

FACE OF SOUND

CONCRETE

AFFECTED LENGTH



EXISTING REBAR




LAP LENGTH IN ACCORDANCE WITH ACI 318


1/8" DIAMETER, BEND AROUND

NEW REINFORCING BAR AT

MIDPOINT OF AFFECTED LENGTH,

SET IN CONCRETE USING

STAINLESS STEEL WIRE TIE, TYP.

NOTES:

1. FOR ANY OPTION, NEW REINFORCING BAR

CONCRETE COVER SHALL BE EQUAL OR GREATER

THAN EXISTING REINFORCING BAR COVER.

2. THREADED ROD ILLUSTRATED N THIS CONDITION

IS IN ADDITION TO THOSE ILLUSTRATED IN THE

BASIC ASSEMBLY.

AT EXPOSED ENDS, TYP

OVERLAP 30 X DIA. OF

REBAR BOTH ENDS

NEW REINFORCING BAR

(EXISTING REBAR NOT

ILLUSTRATED)

BENT THREADED ROD

SECTION 6

(THREADED ROD)

2" M

IN

.

ELEVATION

OPTION 3: TIED OVERLAP

ELEVATION

OPTION 1: LAPPED SPLICE

6

6

6

6

6

6

CON 01

2 OF 2

CONCRETE RESTORATION

(SF)

Medical Center


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HIS

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M

AY

B

E R

EP

RO

DU

CE

D B

Y M

EC

HA

NIC

AL

O

R E

LE

CT

RO

NIC

M

EA

NS

, O

R B

Y A

NY

IN

FO

RM

AT

IO

N S

TO

RA

GE

A

ND

R

ET

RIE

VA

L S

YS

TE

M, W

IT

HO

UT

P

ER

MIS

SIO

N IN

W

RIT

IN

G F

RO

M S

UP

ER

ST

RU

CT

UR

ES

.


DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

FIL

E N

AM

E:

PL

OT

T

IM

E:0

2/2

8/2

02

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1:0

0P

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0s\6

03

4R

01

(Ja

co

bi B

ld

g 0

2 F

aça

de

R

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ra

tio

n)n

s\0

2 C

ON

TR

AC

T D

OC

UM

EN

TS

\_

WIP

\D

ra

win

gs (d

wg

s)\0

15

- A

-5

03

-C

ON

0

1 (2

0

F 2

).d

wg

20

20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION




CON 01

2 OF 2

A-503 00

15 27

MIN. 1" CLEAR COVER TO

THE THREADED RODS

3"MIN.

EMBEDEMENT

REMOVE BROKEN MATERIAL TO

SOUND SUBSTRATE.

APPLY IN LIFT

COLOR, TEXTURE AND PROFILE: TO

MATCH EXISTING

1/4"Ø 6" O.C. STAGGERED

AS PER REPAIR MORTAR

MANUFACTURER RECOMMENDATION

LIFT BLIFT A

3" MIN.

EMBEDMENT

PLAN

V.I.F

.

SECTION 1-1

040519 STAINLESS STEEL THREADED ROD

030100 BONDING AGENT

3" = 1'

12"6"0" 3"

BASIC ASSEMBLY


024119

030100 STRUCTURAL CONCRETE REPAIR MORTAR

(TROWELED)

PROTECT EXISTING

RAILING DURING

PATCHING.

3" = 1'

12"6"0" 3"

BASIC ASSEMBLY

CAREFULLY REMOVE AND RESET

EXISTING STONE COPING IN THIN

SET MORTAR BED.

REMOVE LOOSE MORTAR AND

FULLY PARGE THE SUBSTRATE

SMOOTH WITH

MORTAR: ASTM C 270 TYPE N

SLOPE

APPLIED WITH

TO SEAL PENETRATION AT ANCHORS

1/4" ABOVE AND BELOW FLASHING

076200 BUTYL CAULK

040513 MORTAR: ASTM C270 TYPE N

JOINT

C

L

3/16"Ø X 4" LONG

040519 DOWEL

076200 COMPOSITE FLEXIBLE FLASHING

3

8

"

INTERIOR FACE

DOWEL

CENTER ON JOINT

JOINT SPACING TO MATCH

EXISTING, UON

4'-0" ± APPROX. V.I.F.


PLAN

SECTION 1-1 SECTION 2-2

FILL DRILLED HOLE SOLID WITH

IF NECESSARY REMOVE EXISTING TOP

BRICK COURSE AND REPLACE WITH

TO MATCH EXISTING

MORTAR COLOR: TO MATCH EXISTING

BOND: TO MATCH EXISTING

COURSING: TO MATCH EXISTING


040120 BRICK

SECOND LAYER OF STAINLESS

STEEL COMPOSITE FABRIC

FLASHING

WRAP SEALANT AT UNDERSIDE

OF COPING OVERHANG

040519 STAINLESS STEEL

EYE BOLT

EXPANSION JOINT

3/8"Ø

REMOVE AND REPLACE EXISTING

FLASHING WITH NEW

NOTES:

1. EXISTING MASONRY TO REMAIN UNLESS

NOTED. BOND PATTERN AND BRICK SIZE MAY

VARY. V.I.F.

2. SLOPE DIRECTION TO REMAIN TO SAME

8" M

IN

. E

MB

ED

ME

NT

040513

JNT 02

2

V.I.F.

V.I.F

EXISTING FLASHING TO BE

PROTECTED AND REMAIN

JNT 02

V.I.F

.

1 1

2

1 1

076200 PRE-FORMED SHEET METAL FLASHING

(STAINLESS STEEL)

1" M

IN

. C

OV

ER

AG

E O

N A

LL S

ID

ES

LIFT B LIFT A

COP 01

RESETTING EXISTING COPING STONES

(LF)

COP 02

PATCHING COPING STONES

(SF)

Medical Center


ACOBIJ

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CT

UR

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O P

AR

T O

F T

HIS

S

HE

ET

M

AY

B

E R

EP

RO

DU

CE

D B

Y M

EC

HA

NIC

AL

O

R E

LE

CT

RO

NIC

M

EA

NS

, O

R B

Y A

NY

IN

FO

RM

AT

IO

N S

TO

RA

GE

A

ND

R

ET

RIE

VA

L S

YS

TE

M, W

IT

HO

UT

P

ER

MIS

SIO

N IN

W

RIT

IN

G F

RO

M S

UP

ER

ST

RU

CT

UR

ES

.


DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

FIL

E N

AM

E:

PL

OT

T

IM

E:0

2/2

8/2

02

0 4

:0

1:0

4P

ML

:\6

00

0s\6

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JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION




COP 01, COP 02

A-504 00

16 27

TO MATCH EXISTING



BOND: TO MATCH EXISTING MASONRY

AS SHOWN

EXISTING BRICK MASONRY TO REMAIN


ELEVATION

CEMENT PARGING: BACK UP

WALL WITH

040120 BRICK


REMOVE EXISTING BRICK MASONRY

AND REPLACE WITH

040519 HORIZONTAL JOINT REINFORCEMENT

(TRUSS TYPE / 2 SIDE RODS)

LAP PENCIL RODS & REINFORCING OVER

EXISTING BRICK WHERE PRACTICABLE

CUT EXISTING BRICK HEADERS IN

SECOND TO THIRD WYTHE, ONLY

COLLAR JOINT: REMOVE EXISTING MORTAR,

BACK BUTTER FACE BRICKS, AND PACK

SOLID WITH MORTAR TO REMOVE ANY AIR

POCKETS OR VOIDS

040519 VENEER ANCHOR (TO

STRUCTURAL STEEL)

REMOVE EXISTING BRICK TO EXPOSE STEEL

WEB. MODIFY NEW BRICK TO FIT WITHIN STEEL

COLUMN FLANGE, FULLY PACKED IN MORTAR

EXISTING MASONRY BACKUP

PLAN SECTION 2-2

RE

IN

F. 2 C

OU

RS

ES

,

BE

LO

W A

NC

HO

RS

, T

YP

.

VE

NE

ER

A

NC

HO

RS

@

EV

ER

Y 5

C

OU

RS

ES

, M

AX

.

EXISTING STEEL SPANDREL BEAM:

4" M

IN

. T

O

TO

P O

F F

LA

SH

IN

G

EXISTING STEEL COLUMN

SECTION 1-1

STEEL PLATE HANGER.

LAP VERTICAL SEAMS MIN 3".

SPOT ADHERE TO VERTICAL SUBSTRATE @ 8"

o.c. VERTICALLY AND HORIZONTALLY, SEAL

ALL PENETRATIONS, AND SEAL ALL SEAMS

(TWO BEADS MIN.) WITH


076200 BUTYL CAULK

EXISTING MASONRY BACKUP TO REMAIN

EXISTING BRICK TO REMAIN

STEEL ANGLE CLIP,

AND

CUT EXISTING RELIEVING ANGLE.

ANCHOR PRIOR TO CUTTING

REPLACEMENT STEEL ANGLE

REMOVE EXISTING LOOSE MASONRY

AND CONCRETE COVER. PATCH WITH

TYPE N MORTAR


VENEER ANCHOR (TO STRUCTURAL

STEEL) AT SPANDREL. TWO PER SIDE

EDGE OF NEW BRICK AT ALTERNATE

COURSES (4 FULL BRICKS AT EXTERIOR

WYTHE)

6" WIDE.

10

"

10"

RE

MO

VE

A

N A

DD

IT

IO

NA

L 8" O

F B

RIC

K H

OR

IZ

. E

AC

H S

ID

E O

F C

OR

NE

R

TO

A

LL

OW

F

OR

S

TE

EL

A

NG

LE

A

ND

F

LA

SH

IN

G IN

ST

AL

LA

TIO

N

VENEER ANCHOR

AT MASONRY BACKUP, TYP.

AT STRUCTURAL STEEL BACKUP, TYP.

REPLACE FACE BRICK HEADERS IN KIND

16" M

AX

.

16" MAX.

C

B

B

A

3" = 1'

12"6"0" 3"

BASIC ASSEMBLY

040519 VENEER ANCHOR (TO MASONRY/CONCRETE)

099713 STEEL COATING: 2E

PREPARE AND APPLY

TO THE FOLLOWING STRUCTURAL STEEL

1. EXISTING STEEL: AFTER SELECTIVE DEMOLITION

AND PRIOR TO REPAIR WORK, COAT ALL EXPOSED

SURFACES

AND PREPARE AND APPLY

TO NEW STEEL


3

4

COVER

STEEL COATING NOTES:

1

1

2 2

01

FLASHING ANCHORAGE

05

05

ENLARGED SECTION

COMPOSITE FABRIC FLASHING SET IN

FULL BED OF

IN VERTICAL JOINTS

DRIP EDGE SET IN A FULL BED OF

MODIFY BRICK AS REQUIRED TO

ALLOW FOR FLASHING INSTALLATION

040120 WEEP SLOT (LOUVERED)

076200 PRE-FORMED SHEET METAL

FLASHING (STAINLESS STEEL)

076200 BUTYL CAULK

CU

T B

RIC

K

AS

R

EQ

'D

1" TO

FLASHING

1

4

"

040120 COMPRESSIBLE FILLER

(NEOPRENE)

AT DRIP EDGE

076200 BUTYL CAULK

HORIZONTAL JOINT REINFORCEMENT,

2" WIDE

EXISTING STEEL ANGLE

040120 MORTAR SCREEN

STEEL PLATE HANGER

051200 BOLT FASTENER

3/4" DIA. A-325X-TC BOLT

B

6" = 1'

4"2"0"

A: ENLARGED SECTION

02

AT TOE OF STEEL ANGLE

LOWER LEG EXTENSION

1

2

"

-

3

4

"

T

Y

P

.

LINE OF

EXTERIOR FACE

OF BRICK

STEEL ANGLE CLIP TO

EXISTING SPANDREL

BEAM, TYP.

EXISTING STEEL ANGLE,

WHERE PRESENT

NOTE: NEW TO EXISTING

CONFIGURATION AND

ATTACHMENT APPLIES TO

BOTH SIDES OF CORNER

3" = 1'

12"6"0" 3"

B: STEEL ANGLE CONFIGURATION

HUNG STEEL ANGLE

SPANDREL BEAM

DRIP EDGE

FLASHING (SHADED)

TOP OF SPANDREL BEAM

STEEL COLUMN

MASONRY BACKUP (PARGED)

NTSC: FLASHING AT COLUMN AND SPANDREL

COR 01

MASONRY CORNER RESTORATION

(LF)

Medical Center


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DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

FIL

E N

AM

E:

PL

OT

T

IM

E:0

2/2

8/2

02

0 4

:0

1:0

8P

ML

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(Ja

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\D

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win

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- A

-5

05

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0

1.d

wg

20

20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION




COR 01

1 OF 2

A-505 00

17 27

ELEVATION

TO MATCH EXISTING



BOND: TO MATCH EXISTING MASONRY

AS SHOWN

EXISTING BRICK MASONRY TO REMAIN

CEMENT PARGING:

BACK UP WALL WITH

040120 BRICK


REMOVE EXISTING BRICK MASONRY

AND REPLACE WITH



LAP PENCIL RODS & REINFORCING

OVER EXISTING BRICK




POCKETS OR VOIDS



STRUCTURAL STEEL)

REMOVE EXISTING BRICK TO EXPOSE

STEEL WEB. MODIFY NEW BRICK TO

FIT WITHIN STEEL COLUMN FLANGE,

FULLY PACKED IN MORTAR

EXISTING MASONRY BACKUP

PLAN SECTION 2

VE

NE

ER

A

NC

HO

RS

@

E

VE

RY

5 C

OU

RS

ES

, M

AX

.

RE

IN

F. 2 C

OU

RS

ES

BE

LO

W A

NC

HO

RS

, T

YP

.

EXISTING STEEL SPANDREL BEAM

4" M

IN

. T

O

TO

P O

F F

LA

SH

IN

G

EXISTING STEEL COLUMN TO REMAIN

SECTION 1

LAP VERTICAL SEAMS MIN 3".

SPOT ADHERE TO VERTICAL SUBSTRATE @ 8"

o.c. VERTICALLY AND HORIZONTALLY, SEAL

ALL PENETRATIONS, AND SEAL ALL SEAMS

(TWO BEADS MIN.) WITH

076200 BUTYL CAULK

EXISTING MASONRY BACKUP TO REMAIN


STEEL ANGLE CLIP, AND STEEL

PLATE HANGER.

CUT EXISTING RELIEVING ANGLE.

ANCHOR PRIOR TO CUTTING

REPLACEMENT STEEL ANGLE

REMOVE EXISTING LOOSE MASONRY

AND CONCRETE. PATCH WITH TYPE N

MORTAR



VENEER ANCHOR (TO STRUCTURAL

STEEL) AT SPANDREL, BOTH SIDES

EDGE OF NEW BRICK AT ALTERNATE

COURSES (4 FULL BRICKS)

2" WIDE.

10"

10"

3

4

" COVER

HORIZONTAL JOINT REINFORCEMENT

AT MASONRY BACKUP, TYP.

AT STRUCTURAL STEEL BACKUP, TYP.

LOCATION OF HEADER COURSE MAY VARY

STEEL COATING NOTES:

PREPARE AND APPLY

TO THE FOLLOWING STRUCTURAL STEEL

1. EXISTING STEEL: AFTER SELECTIVE DEMOLITION AND

PRIOR TO REPAIR WORK, COAT ALL EXPOSED SURFACES

2. WELDS: REMOVE COATING AT WELD LOCATIONS PRIOR

TO WELDING. TOUCH-UP ALL WELDS WITH COATING

AND PREPARE AND APPLY

TO NEW STEEL

16" M

AX

.

16" MAX.

VENEER ANCHOR TO USE POWDER

ACTUATED FASTENER AS REQUIRED

AT THIS LOCATION

C

B

A

3" = 1'

12"6"0" 3"

BASIC ASSEMBLY

040519 VENEER ANCHOR (TO MASONRY/CONCRETE)



05

05

01

04

COMPOSITE FABRIC FLASHING SET IN

FULL BED OF

IN VERTICAL JOINTS


MODIFY BRICK AS REQUIRED TO

ALLOW FOR FLASHING INSTALLATION




076200 BUTYL CAULK

CU

T B

RIC

K

AS

R

EQ

'D

1" TO

FLASHING

1

4

"


(NEOPRENE)

AT DRIP EDGE

076200 BUTYL CAULK


EXISTING STEEL ANGLE,


STEEL PLATE HANGER

051200 BOLT FASTENER

3/4" DIA. A-325X-TC BOLT

6" = 1'

4"2"0"

A: ENLARGED SECTION

02

STEEL COLUMN

DRIP EDGE

HUNG STEEL ANGLE

SPANDREL BEAM

MASONRY BACKUP (PARGED)

FLASHING (SHADED)

TOP OF SPANDREL BEAM

CONCRETE COVER, BEYOND

NTSC: FLASHING AT COLUMN

COR 02

MASONRY CORNER RESTORATION: 1 WYTHE

(LF)

Medical Center


ACOBIJ

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PY

RIG

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B

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UP

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ST

RU

CT

UR

ES

, N

O P

AR

T O

F T

HIS

S

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AY

B

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W

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UP

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ST

RU

CT

UR

ES

.


DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

FIL

E N

AM

E:

PL

OT

T

IM

E:0

2/2

8/2

02

0 4

:0

1:1

3P

ML

:\6

00

0s\6

03

4R

01

(Ja

co

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2 F

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ON

TR

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win

gs (d

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s)\0

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- A

-5

06

-C

OR

0

2.d

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20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION




COR 01

2 OF 2

A-506 00

18 27

3" = 1'

12"6"0" 3"

BASIC ASSEMBLY

REMOVE EXISTING PARAPET AND

REPLACE WITH

TO MATCH EXISTING




040120 BRICK


4 C

OU

RS

ES

M

AX

.,

TY

P.

040120 COMPRESSIBLE FILLER (NEOPRENE)

040519 EXPANSION JOINT STABILIZING ANCHOR

PLAN SECTION 1-1

FILL JOINT TIGHT WITH A SINGLE

STRIP OF

ELEVATION

BACK BUTTER FACE BRICKS, AND

PACK COLLAR JOINTS SOLID WITH

MORTAR TO REMOVE ANY AIR

POCKETS OR VOIDS

TOP OF ROOF DECK, BEYOND

EXISTING COPING TO REMAIN


SEALANT JOINT

11

EXISTING BACKUP MASONRY TO

REMAIN

A

EVERY FOUR COURSES

WITH


MASONRY/CONCRETE)

SEALANT JOINT

A

076200 COMPOSITE FLEXIBLE

FLASHING

AND

END DAMN FLASHING

3

1

2

"4

1

4

"

4

1

4

"2

1

2

"

2

1

2

"

1

2

"

1

"

CUT FLASHING ALONG SOLID LINES

FOLD ALONG DOTTED LINES

COMPOSITE

FLEXIBLE FLASHING

SEAL OVERLAP WITH

BRICK

END DAM FLASHING

076200 BUTYL CAULK

END DAM FLASHING

EXPANDED ELEVATION

FOLDING DIAGRAM

NOTE: FOR CLARITY, ANY METAL

FLASHINGS AND OTHER ADJACENT

MATERIALS ARE NOT ILLUSTRATED


NTSB: END DAM FLASHING

B

VERTICAL EXPANSION JOINT

1/4"

BACKER ROD DIAMETER3/4"

SEALANT DIMENSIONS TABLE

JOINT WIDTH1/4" 3/8" 1/2" 5/8" 3/4"

D (DIMENSION)1/4" 1/4" 1/4"-3/8" 3/8"-1/2"

3/8" 1/2" 5/8" 1"

NTSA: SEALANT JOINT

JOINT WIDTH

COMPRESSIBLE FILLER

MASONRY

079200 BACKER ROD

D (D

EP

TH

)


EXP 01

BUILDING EXPANSION JOINT REPLACEMENT

(LF)

Medical Center


ACOBIJ

CO

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B

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UP

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ST

RU

CT

UR

ES

, N

O P

AR

T O

F T

HIS

S

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M

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B

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HA

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AL

O

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RO

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MIS

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W

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CT

UR

ES

.


DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

FIL

E N

AM

E:

PL

OT

T

IM

E:0

2/2

8/2

02

0 4

:0

1:1

7P

ML

:\6

00

0s\6

03

4R

01

(Ja

co

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2 F

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de

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s\0

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ON

TR

AC

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EN

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\_

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\D

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win

gs (d

wg

s)\0

19

- A

-5

07

-E

XP

0

1.d

wg

20

20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION




EXP 01

A-507 00

19 27

APPLICATION

JOINT WIDTH

079200 BACKER ROD

D (D

EP

TH

)


FILL FULL DEPTH OF JOINT BEHIND

BACKER ROD WITH


DEMOLITION

EXISTING BRICK

REMOVE ANY EXISTING JOINT FILLER

SEALANT AT EXPANSION JOINT

FULLY REMOVE EXISTING BACKER

ROD AND SEALANT WITHOUT

DAMAGING SUBSTRATE

PREPARE SUBSTRATES AS REQUIRED

BY SEALANT MANUFACTURER

NOTE: NOTIFY A/E OF ANY SEALANT

JOINTS OVER 3/4" WIDE.

1/4"



JOINT WIDTH1/4" 3/8" 1/2" 5/8" 3/4"

D (DIMENSION)1/4" 1/4" 1/4"-3/8" 3/8"-1/2"

3/8" 1/2" 5/8" 1"

079200 BOND BREAKER TAPE

JOINT < 1/4" WIDE (PLAN SECTION)

D (CONTACT AREA)

JOINT WIDTH

D (C

ON

TA

CT

A

RE

A)

079200 BACKER ROD


1/4"



JOINT WIDTH1/4" 3/8" 1/2" 5/8" 3/4"

D (DIMENSION)1/4" 1/4" 1/4"-3/8" 3/8"-1/2"

3/8" 1/2" 5/8" 1"

JOINT > 1/4" WIDE (PLAN

SECTION)

SECTION

EXISTING WINDOW,

LOUVER, OR DOOR

ASSEMBLY TO REMAIN


SIDE OF OPENING

1

4

" C

ON

TA

CT

AR

EA


1

4

" CONTACT

AREA

1

2

"

1

2

"

JOINT < 1/4" WIDE (SECTION)

EXISTING WINDOW,

LOUVER, OR DOOR

ASSEMBLY TO REMAIN


TOP OF OPENING

SIDE OF OPENING

D (C

ON

TA

CT

A

RE

A)

JO

IN

T W

ID

TH

D (CONTACT AREA)

079200 BACKER ROD


JOINT > 1/4" WIDE (SECTION)

EXISTING WINDOW,

LOUVER, OR DOOR

ASSEMBLY TO REMAIN

TOP OF OPENING

1

4

" C

ON

TA

CT

AR

EA

SILL (CONFIGURATION

MAY VARY)

EXISTING WINDOW OR

LOUVER TO REMAIN



1

4

"

1

4

" CONTACT

AREA

1

4

"

NOTE: EXISTING WEEPS

MUST REMAIN

UNOBSTRUCTED

1

4

" C

ON

TA

CT

AR

EA

1

4

" CONTACT

AREA

1

2

"

1

2

"

FULLY REMOVE EXISTING BACKER RODS,

BOND BREAKER TAPES, AND SEALANTS

WITHOUT DAMAGING SUBSTRATES.

PREPARE SUBSTRATES AS REQUIRED BY

SEALANT MANUFACTURER.

AT EACH JOINT, INSPECT AND DETERMINE

WHETHER TO EMPLOY A BACKER ROD OR

BOND BREAKER TAPE BASED ON THE

JOINT WIDTH. NOTIFY A/E OF ANY JOINTS

OVER 3/4" WIDE.

SIDE OF OPENING

TOP OF OPENINGSILL

PLAN OR SECTION

DEMOLITION & PREPARATION

EXISTING WINDOW,

LOUVER, OR DOOR

ASSEMBLY TO REMAIN


REMOVE EXISTING BROKEN WINDOW

PANE AND REPLACE WITH NEW

INSULATED GLASS PANE TO MATCH

EXISTING SIZE, THICKNESS, AND COLOR.

PROTECT EXISTING ADJACENT WINDOW

DURING REPLACEMENT.

024119

GLA 01

GLASS PANE REPLACEMENT

(EA)

JNT 01

SEALANT JOINT REPLACEMENT AT WINDOW

(LF)

JNT 02

SEALANT AT

EXPANSION JOINT (LF)

Medical Center


ACOBIJ

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B

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ST

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CT

UR

ES

, N

O P

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T O

F T

HIS

S

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M

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B

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HA

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RO

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, O

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FO

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AT

IO

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TO

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A

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R

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RIE

VA

L S

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M, W

IT

HO

UT

P

ER

MIS

SIO

N IN

W

RIT

IN

G F

RO

M S

UP

ER

ST

RU

CT

UR

ES

.


DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

FIL

E N

AM

E:

PL

OT

T

IM

E:0

2/2

8/2

02

0 4

:0

1:2

1P

ML

:\6

00

0s\6

03

4R

01

(Ja

co

bi B

ld

g 0

2 F

aça

de

R

esto

ra

tio

n)n

s\0

2 C

ON

TR

AC

T D

OC

UM

EN

TS

\_

WIP

\D

ra

win

gs (d

wg

s)\0

20

- A

-5

08

-G

LA

0

1 JN

T 0

1 &

JN

T 0

2.d

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20

20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION




JNT 01, JNT 02

A-508 00

20 27

040120 BRICK


040519 VENEER ANCHOR (TO MASONRY/ CONCRETE)

JOINT REINFORCEMENT

REMOVE EXISTING BRICK MASONRY AND

REPLACE WITH


16" o.c., MAX.

16" o.c., MAX.

LAP PENCIL ROD AND REINFORCEMENT

OVER EXISTING BRICK TO REMAIN, TYP.

PENCIL ROD, TYP




EXISTING COLLAR JOINT

TO MATCH EXISTING

EXISTING BACK-UP

ELEVATION SECTION 1-1

COLLAR JOINT: REMOVE EXISTING MORTAR, BACK

BUTTER FACE BRICKS, AND PACK SOLID WITH

MORTAR TO REMOVE ANY AIR POCKETS OR VOIDS



LAP VERTICAL SEAMS MIN 3". SPOT ADHERE TO

VERTICAL SUBSTRATE @ 8" o.c. VERTICALLY AND

HORIZONTALLY, SEAL ALL PENETRATIONS, AND

SEAL ALL SEAMS (TWO BEADS MIN.) WITH

076200 BUTYL CAULK


040519 VENEER ANCHOR (TO STRUCTURAL STEEL)

3" = 1'

12"6"0" 3"

BASIC ASSEMBLY

EXISTING SPANDREL BEAM, COAT STEEL EXPOSED

AFTER DEMOLITION WITH


WALL BEYOND

A

05

ENLARGED SECTION

05

04

SPACING 16" O.C.

3" = 1'

12"6"0" 3"

EXPANSION JOINT

@

EXP 01

ELEVATION

1

1

3" MAX.

3

1

8

"

NOTES:

1. TEMPORARILY REMOVE AND REINSTALL

ELECTRICAL FIXTURE AS NEEDED FOR

LINTEL RESTORATION

2. PROVIDE TEMPORARY SHORING AND

SUPPORTS TO ALL EXISTING BRICKS TO

REMAIN. REMOVE TEMPORARY SHORING

AND SUPPORTS SEQUENTIALLY AND

GRADUALLY AFTER NEW MASONRY

MORTAR IS HARDENED AT THREE DAYS

MINIMUM.


6

"


077123 SPLASH BLOCK

PROVIDE PREMANUFACTURED

30" LONG BY 12" WIDE

CONCRETE

077123 DOWNSPOUT STRAPS

040519 HAMMER DRIVE ANCHOR

077123 DOWNSPOUT

PROVIDE STAINLESS STEEL

SECURED WITH

STAINLESS STEEL

1" WIDE (AT 4'-0" O.C.

VERTICALLY) SECURE TO

MASONRY WITH

NOTE :

1. PROVIDE 22 GA STAINLESS STEEL

PERFORATED LEAF SCREEN TO

NEW SCUPPER

PROVIDE

UNDER FLANGE OF DOWNSPOUT

RECEIVER.


REMOVE EXISTING STRAPS

AND ANCHORAGE.

024119

076200 BUTYL CAULK



076200 BUTYL CAULK


AT DRIP EDGE

COMPOSITE FLEXIBLE FLASHING

SET IN FULL BED OF

WEEP SLOT

MODIFY BRICK DEPTH AS REQUIRED

TO ALLOW FOR INSTALLATION OF

MORTAR SCREEN

COLLAR JOINT

BRICK


6" = 1'

4"2"0"

A: ENLARGED SECTION

3

4

" MIN.

COVER

REMOVE EXISTING MASONRY AND

CONCRETE ONLY AS REQUIRED FOR

HANGER INSTALLATION. REPLACE

WITH

040513 MORTAR: ASTM C270

TYPE N



2" WIDE


(NEOPRENE)

ADHERE TO SHELF ANGLE AND

ANCHOR BOLT, COMPLETELY

COVER ANCHOR BOLT AND NUT

MECHANICALLY REMOVE

DETERIORATED PAINT AND RUST

FROM ALL EXPOSED STEEL AND

THOROUGHLY PREPARE STEEL

SURFACE. APPLY

ON PREPARED SURFACES.


SAW-CUT

PROVIDE BACKER ROD

AND SEALANT JOINT

REMOVE EXISTING STUCCO AND

PROVIDE NEW NEW COATING TO

MATCH EXISTING. SEE DETAIL CEL 01

6"

3" MAX.

3

1

8

"


COLD-ROLLED CHANNEL

FASTEN TO EXISTING STEEL ANGLE

WITH STAINLESS STEEL ANCHOR

LDR 01

LEADER REPLACEMENT

(LF)

LTL 01

SHELF ANGLE RESTORATION

(LF)

Medical Center


ACOBIJ

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T O

F T

HIS

S

HE

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M

AY

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E R

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D B

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HA

NIC

AL

O

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CT

RO

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, O

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IN

FO

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A

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M, W

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P

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MIS

SIO

N IN

W

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IN

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RO

M S

UP

ER

ST

RU

CT

UR

ES

.


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DRAWING TITLE

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(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

FIL

E N

AM

E:

PL

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IM

E:0

2/2

8/2

02

0 4

:0

1:2

6P

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0s\6

03

4R

01

(Ja

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2 F

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de

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s\0

2 C

ON

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\_

WIP

\D

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win

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wg

s)\0

21

- A

-5

09

-L

DR

0

1 L

TL

0

1.d

wg

20

20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION




LDR 01, LTL 01

A-509 00

21 27

040120 BRICK


040519 VENEER ANCHOR (TO MASONRY/ CONCRETE)


6"

EXTEND SEALANT BEYOND BRICK

TO BE REPLACED

JOINT REINFORCEMENT

REMOVE EXISTING BRICK MASONRY AND

REPLACE WITH


16" o.c., MAX.

16" o.c., MAX..

EXISTING WINDOW, DOOR, OR LOUVER TO

REMAIN

EXISTING SEALANT TO

REMAIN

LAP PENCIL ROD AND REINFORCEMENT

OVER EXISTING BRICK TO REMAIN, TYP.

PENCIL ROD, TYP

PARGE EXTERIOR FACE OF UNCOVERED

BACK-UP MASONRY BEYOND WITH




EXISTING COLLAR JOINT

TO MATCH EXISTING

EXISTING MASONRY BACK-UP

ELEVATION SECTION 1-1

COLLAR JOINT: REMOVE EXISTING MORTAR, BACK

BUTTER FACE BRICKS, AND PACK SOLID WITH

MORTAR TO REMOVE ANY AIR POCKETS OR VOIDS


8" MAX.

END DAM TO WEEP


LAP VERTICAL SEAMS MIN 3". SPOT ADHERE TO

VERTICAL SUBSTRATE @ 8" o.c. VERTICALLY AND

HORIZONTALLY, SEAL ALL PENETRATIONS, AND

SEAL ALL SEAMS (TWO BEADS MIN.) WITH

076200 BUTYL CAULK

8" MAX.

A

B


040519 VENEER ANCHOR (TO STRUCTURAL STEEL)

3" = 1'

12"6"0" 3"

BASIC ASSEMBLY

EXISTING SPANDREL BEAM, COAT STEEL EXPOSED

AFTER DEMOLITION WITH


1

1

02

04

05

05

02

076200 BUTYL CAULK



076200 BUTYL CAULK


AT DRIP EDGE


SET IN FULL BED OF

WEEP SLOT

MODIFY BRICK DEPTH AS REQUIRED

TO ALLOW FOR INSTALLATION OF

MORTAR SCREEN

COLLAR JOINT

BRICK


6" = 1'

4"2"0"

A: ENLARGED SECTION

3

4

" MIN.

COVER

REMOVE EXISTING MASONRY AND

CONCRETE ONLY AS REQUIRED FOR

HANGER INSTALLATION. REPLACE

WITH

040513 MORTAR: ASTM C270

TYPE N



2" WIDE


(NEOPRENE)

ADHERE TO SHELF ANGLE AND

ANCHOR BOLT, COMPLETELY

COVER ANCHOR BOLT AND NUT

MECHANICALLY REMOVE

DETERIORATED PAINT AND RUST

FROM ALL EXPOSED STEEL AND

THOROUGHLY PREPARE STEEL

SURFACE. APPLY

ON PREPARED SURFACES.


MADE LEVEL WITH FRONT CHANNEL

USING

079200 SEALANT: NT(NS)


LEVEL BED. FILLER AS NEEDED

3

1

2

"4

1

4

"

4

1

4

"2

1

2

"

2

1

2

"

1

2

"

1

"

CUT FLASHING ALONG SOLID LINES

FOLD ALONG DOTTED LINES

COMPOSITE

FLEXIBLE FLASHING

SEAL OVERLAP WITH

BRICK

END DAM FLASHING

076200 BUTYL CAULK

END DAM FLASHING

EXPANDED ELEVATION

FOLDING DIAGRAM

NOTE: FOR CLARITY, ANY METAL

FLASHINGS AND OTHER ADJACENT

MATERIALS ARE NOT ILLUSTRATED


([ENTER STAINLESS STEEL TYPE])

NTSB: END DAM FLASHING

NOTES:

1. TEMPORARILY REMOVE AND REINSTALL

ELECTRICAL FIXTURE AS NEEDED FOR

LINTEL RESTORATION

2. PROVIDE TEMPORARY SHORING AND

SUPPORTS TO ALL EXISTING BRICKS TO

REMAIN. REMOVE TEMPORARY SHORING

AND SUPPORTS SEQUENTIALLY AND

GRADUALLY AFTER NEW MASONRY

MORTAR IS HARDENED AT THREE DAYS

MINIMUM.

LTL 02

LINTEL RESTORATION AT OPENING

(LF)

Medical Center


ACOBIJ

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T O

F T

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RO

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, O

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FO

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TO

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A

ND

R

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M, W

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UT

P

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MIS

SIO

N IN

W

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IN

G F

RO

M S

UP

ER

ST

RU

CT

UR

ES

.


DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

FIL

E N

AM

E:

PL

OT

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IM

E:0

2/2

8/2

02

0 4

:0

1:3

0P

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00

0s\6

03

4R

01

(Ja

co

bi B

ld

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2 F

aça

de

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n)n

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ON

TR

AC

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EN

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\_

WIP

\D

ra

win

gs (d

wg

s)\0

22

- A

-5

10

-L

TL

-0

2.d

wg

20

20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION




LTL 02

A-510 00

22 27

3" = 1'

12"6"0" 3"

BASIC ASSEMBLY

ELEVATION

SECTION

AT 16" O.C. MAX

TO MATCH EXISTING





CEMENT PARGING:

BACK UP WALL WITH

040120 BRICK


REMOVE EXISTING BRICK

AS REQUIRED TO REPAIR CRACKED,

SPALLED OR DAMAGED BRICK, CREATING

KEYED PATTERN AS ILLUSTRATED, AND

REPLACE WITH



LAP PENCIL RODS OVER

EXISTING BRICK

ONE VENEER ANCHOR ROW PER

RESTORATION AREA, MIN.

*

*



MASONRY/ CONCRETE)

EV

ER

Y 5

C

OU

RS

ES

, M

AX

.

2 C

OU

RS

ES

EV

ER

Y 5 C

OU

RS

ES

, M

AX

.

8"


VENEER ANCHOR WITHIN 8" OF

REPAIR EDGE, TYP.

3

4

" COVER

2" WIDE

TYPICAL




POCKETS OR VOIDS

06

05

3" = 1'

12"6"0" 3"

BASIC ASSEMBLY

EXISTING MASONRY TO REMAIN

REMOVE EXISTING BRICK AROUND CRACK

IN TOOTHING PATTERN, REPLACE WITH

TO MATCH EXISTING

LINE OF CRACK SHOWN DIAGRAMMATICALLY

TO ESTABLISH RELATIONSHIP BETWEEN

CRACK PATTERN AND REQUIRED

RECONSTRUCTION OF SURROUNDING

BRICK. EXTENT OF CRACKS INDICATED ON

BUILDING ELEVATIONS

040120 BRICK


ELEVATION SECTION

COLLAR JOINT: REMOVE EXISTING

LOOSE OR SPALLED MORTAR, BACK

BUTTER FACE BRICKS, AND PACK SOLID

WITH MORTAR TO REMOVE ANY AIR

POCKETS OR VOIDS




CEMENT PARGING AT DAMAGED

PORTIONS OF BACK-UP WALL WITH


06

040519 VENEER ANCHOR (TO MASONRY/

CONCRETE)

16" O.C. MAX

EXISTING WINDOW TO PROTECT DURING WORK

PREPARE AND COAT EXPOSED

PORTION OF EXISTING LINTEL

REMOVE EXISTING SPALLED/CRACKED

BRICK AND REPLACE WITH

NEW

TO MATCH EXISTING

SIZE, COLOR AND TEXTURE

TO MATCH EXISTING

COLOR, TEXTURE AND TOOLING

ELEVATION

PROVIDE CONCAVE JOINT. TOOL


AND TO PROVIDE CONTACT OF SEALANT

TO SIDES OF JOINT. A MINIMUM OF 1/4"

THICK

3"

3"

EXISTING HEADERS TO REMAIN

CONTRACTOR TO PROTECT EXTERIOR

PANNING SYSTEM OF THE WINDOW

DURING CONSTRUCTION.


024119

024119

3" = 1'

12"6"0" 3"

BASIC ASSEMBLY

PROVIDE TEMPORARY SHORING AND SUPPORT TO

EXISTING STONE LINTEL TO REMAIN AS NEEDED

PRIOR TO REMOVING EXISTING MASONRY.

MAINTAIN SHORING UNTIL NEW MASONRY GAINS

MINIMUM 75% COMPRESSIVE STRENGTH.


040120 BRICK


NOTES:

· HEADER COURSING MAY VARY. V.I.F.

· LINTEL EXTENSION LENGTH MAY VARY. V.I.F.

06

040519 VENEER ANCHOR (TO MASONRY/

CONCRETE)

MAS 01

BRICK MASONRY REPLACEMENT

(SF)

MAS 03

BRICK REPLACEMENT AT RUSTING LINTEL ENDS

(EA)

MAS 02

BRICK MASONRY REPLACEMENT

(EA)

Medical Center


ACOBIJ

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CT

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T O

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AL

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RO

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, O

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NY

IN

FO

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AT

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TO

RA

GE

A

ND

R

ET

RIE

VA

L S

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M, W

IT

HO

UT

P

ER

MIS

SIO

N IN

W

RIT

IN

G F

RO

M S

UP

ER

ST

RU

CT

UR

ES

.


DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

FIL

E N

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E:

PL

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E:0

2/2

8/2

02

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1:3

5P

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0s\6

03

4R

01

(Ja

co

bi B

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2 F

aça

de

R

esto

ra

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n)n

s\0

2 C

ON

TR

AC

T D

OC

UM

EN

TS

\_

WIP

\D

ra

win

gs (d

wg

s)\0

23

- A

-5

11

-M

AS

0

1, M

AS

0

2 &

M

AS

0

3.d

wg

20

20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION




MAS 03, MAS 04

A-511 00

23 27

STEP 2: PRE-WETTING OF MASONRY UNITS

PATH OF 4" DIAMETER GRINDER

BLADE

EXISTING BRICK MASONRY

UNIT BEYOND

MORTAR TO BE REMOVED

BY HAND TOOLS

MORTAR TO BE REMOVED BY

GRINDER, CUTTING VERTICALLY

WITHIN MORTAR JOINTS

REMOVE EXISTING MORTAR TO

SOUND SUBSTRATE (3/4" MIN)

SEE ADJACENT DIAGRAM FOR

REMOVAL PROCEDURE

EXISTING BRICK MASONRY

A

A

B

STEP 3: APPLICATION OF MORTAR

EXISTING SOUND MORTAR TO REMAIN

APPLY IN 1/4" LIFTS

ALLOW EACH LAYER TO BE THUMBPRINT

HARD BEFORE APPLYING NEXT LIFT

COLOR, TEXTURE AND TOOLING OF

MORTAR JOINT TO MATCH EXISTING

FACE OF SOUND SUBSTRATE

ALLOW MASONRY UNITS TO

ABSORB WATER AND BECOME

DAMP BUT NOT WET (DRY ON

THE SURFACE) AT THE TIME OF

POINTING.

REPAIR KEY

SECTION A SECTION B

STEP 1: MORTAR REMOVAL: CIRCULAR GRINDER MORTAR REMOVAL METHOD

EXISTING SOUND MORTAR TO

REMAIN

SECTION A SECTION A

CLEAN OUT DEBRIS OF RAKED

OUT JOINT WITH ELECTRIC AIR

BLOWER

024119

024119

024119

024119

024119

040513

MORTAR TO BE REMOVED BY

GRINDER, CUTTING HORIZONTALLY

WITHIN MORTAR JOINTS

NOTE: RE-POITING QUANTITIES ALSO

INCLUDES CUTTING & POINTING AT

WINDOW/DOOR JAMBS.


PNT 01

BRICK POINTING

(SF)

Medical Center


ACOBIJ

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P

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MIS

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W

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IN

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RO

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UP

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ST

RU

CT

UR

ES

.


DRAWN BY CHECKED BY



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PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

FIL

E N

AM

E:

PL

OT

T

IM

E:0

2/2

8/2

02

0 4

:0

1:3

9P

ML

:\6

00

0s\6

03

4R

01

(Ja

co

bi B

ld

g 0

2 F

aça

de

R

esto

ra

tio

n)n

s\0

2 C

ON

TR

AC

T D

OC

UM

EN

TS

\_

WIP

\D

ra

win

gs (d

wg

s)\0

24

- A

-5

12

-P

NT

0

1.d

wg

20

20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION




PNT 01

A-512 00

24 27


STEP 1: CUT RAILING AND REMOVE COPING STONE

STEP 4: INSTALL NEW BASE PLATE/ POST

AND RESET COPING STONE

STEP 5: RESET EXISTING GAURDRAIL ASSEMBLY OVER NEW POST

CUT EXISTING RAILING POST .

PROTECT EXISTING COPING STONE

DURING CUTTING.

EXISTING COPING STONE TO BE

CAREFULLY REMOVED, SALVAGED AND

RESET PER COP 01 DETAIL.

REMOVE ALL DEBRIS FROM EXISTING

RAILING HOLE.

NEW

COP 02

PATCHING

COPING

STONES

STEP 2: REMOVE BASE PLATE

CAREFULLY REMOVE EXISTING

RAILING POST BASEPLATE AND

ANCHORS . MARK LOCATION OF POST

AND BASEPLATE AS REPLACEMENT

WILL BE INSTALLED IN SAME LOCATION

TO ALIGN WITH COPING STONE HOLES.


DRILL HOLES AND SET IN

0204119

051200 STAINLESS STEEL POST/ BAR

024119

± 1

'- 0

" V

.I.F

.

STEP 3: REPAIR SUBSTRATE

REMOVE ADHESIVE, MORTAR, LOOSE

CONCRETE AND FINISH SMOOTH.

PERFORM ALL SUBSTRATE REPAIRS AS

PER DETAIL CON 01.

NOTES:

1. RESET COPING STONES AS PER DETAIL COP 01

2. NEW POST TO FIT INSIDE EXISTING RAILING WITH A TOLERANCE

OF NO MORE THAN 1/4"

EXISTING RAILING ASSEMBLY TO BE

SALVAGED AND SAFELY STORED FOR

REINSTALLATION

1"

V.I.F.

4" M

IN

E

MB

ED

ME

NT

4

"

M

I

N

.

E

M

B

E

D

M

E

N

T

3" = 1'

12"6"0" 3"

BASIC ASSEMBLY

WELDED TO A

ATTACHED TO SUBSTRATE WITH

4" MIN. EMBEDMENT

051200 1/4" X 5" X 5", S.S. PLATE

5"

@SLOPE

V.I.F.

CONTINUOUS BEAD OF


ALONG ALL PENETRATIONS


FILL VOIDS BETWEEN EXISTING

GUARDRAIL POST AND SLEEVE

WITH

RESET EXISTING GUARDRAIL

ASSEMBLY OVER NEW POST.

HEIGHT TO MATCH EXISTING.

RESET EXISTING COPING ONTO

NEW POST

DRILL HOLE, THREAD AND SECURE

RAILING USING

EXISTING BASEPLATE ANCHORAGE.

VIF.

EXISTING PARAPET WALL EXISTING PARAPET WALL

1'-5

1

8

"

EXISTING PARAPET WALL

EXISTING PARAPET WALL

± 1'-1

1

2

" V

.I.F

.

TO

M

AT

CH

E

XIS

TIN

G

2"

3"

040519 1/2" Ø THREADED ROD W/ NUT AND WASHER

040519 1/2" Ø THREADED ROD W/ NUT AND WASHER

5

"

COP 01

RESETTING EXISTING

COPING STONES

CORE CUT AND

ENLARGE EXISTING

HOLES IN COPING TO

RESET GUARDRAIL

ASSEMBLY AS

NEEDED.

RAL 01

RAILING RESETTING OVER COPING STONE

(LF)

Medical Center


ACOBIJ

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CT

UR

ES

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O P

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T O

F T

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S

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ET

M

AY

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DU

CE

D B

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EC

HA

NIC

AL

O

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CT

RO

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M

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NS

, O

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FO

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TO

RA

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A

ND

R

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VA

L S

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M, W

IT

HO

UT

P

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MIS

SIO

N IN

W

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IN

G F

RO

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UP

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(212) 505-1133

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JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION




RAL 01

A-513 00

25 27


3" = 1'

12"6"0" 3"

BASIC ASSEMBLY

0405191/2" Ø THREADED ROD

W/ NUT AND WASHER

FOUR (4) AT EACH POST RECEIVER,

SET IN


STAINLESS STEEL SHINS AS NEEDED

BEHIND POST RECEIVER PLATE.


ALL AROUND POST RECEIVER PLATE

ELEVATION SECTION

EXISTING CONCRETE TO

REMAIN

A

SAW CUT AND GRIND SMOOTH

EXISTING RAILING POSTS

EXISTING STAIR/ LANDING

REMOVE EXISTING BASE PLATE, BOLTS

AND SECTION OF RAIL POST

EXISTING RAIL POST SIZE- V.I.F.

(APPROXIMATE: 2"Ø ±)

6"

DRILL HOLES AND PROVIDE

3

4

"

051200 STAINLESS STEEL PLATE

TWO (2) WELDED PERPENDICULAR

TO ONE ANOTHER, AND WELDED TO

051200 STAINLESS STEEL TUBE

RECEIVER, SIZED FOR TIGHT FIT

WITH POST.

PREPARE AND COAT WITH


1

4

"

EXISTING RAILING RAILING POST

NTSA: POST RECEIVER

0405191/2" Ø THREADED ROD

W/ NUT AND WASHER (STAINLESS STEEL)

DISCONNECT AND

RECONNECT EXISTING

POST DURING

INSTALLATION OF POST

RECIEVERS

POST RECEIVER

8"

6"

5"

6"

6"

PRE-FABRICATED STAINLESS STEEL

POST RECEIVER ASSEMBLY

(MIN.

1

4

THICK)

8"

2"

A

9

16

" Ø DRILLED HOLES

RAL 02

RAILING RESTORATION

(EA)

Medical Center


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OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

FIL

E N

AM

E:

PL

OT

T

IM

E:0

2/2

8/2

02

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9P

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JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION




RAL 02

A-514 00

26

1" MIN.

EMBEDMENT

1/4" DIA. INSTALL AT 8"

O.C.




076200 TERMINATION BAR

076200 HAMMER DRIVE ANCHOR

HORIZONTAL STRIP OF

2"1"0"

12" = 1'01: FLASHING ANCHORAGE

TIE

EXPANSION ANCHOR

PENCIL ROD

F

I

E

L

D

V

E

R

I

F

Y

3

4

"

-

1

"

LINE OF FACE OF BRICK

NTS05: VENEER ANCHOR

040519 BUTYL TAPE

TO MASONRY/ CONCRETE

CUT EXISTING HEADER AND

REMOVE EXTERIOR PORTION

MAINTAIN COLLAR

JOINT WIDTH

NEW FALSE HEADER BRICK

EXISTING HEADER COURSE

FACE BRICK

FLASHING CONFIGURATION

MAY VARY

PARGING

NTS04: CUT AT HEADER COURSE


(TRUSS TYPE /2 SIDE RODS), STAINLESS STEEL

STANDARD WEIGHT 9 GAUGE WIRE.

2"

1

2

"

MIN

.

3

4

"

MIN

.

EXTERIOR FACE

BRICK MASONRY

PLAN

040519

1/4"



JOINT WIDTH1/4" 3/8" 1/2" 5/8" 3/4"

D (DIMENSION) 1/4" 1/4" 1/4"-3/8" 3/8"-1/2"

3/8" 1/2" 5/8" 1"

D (DEPTH)

JO

IN

T W

ID

TH

MASONRY

079200 BACKER ROD


DRIP EDGE AND

FLASHING

STEEL ANGLE

D (CONTACT AREA)

JOINT WIDTH

D (C

ON

TA

CT

A

RE

A)

EXISTING WINDOW,

DOOR, OR LOUVER TO

REMAIN

SIDE OR HEAD OF

OPENING

079200 BACKER ROD


NOTE: ORIENTATION OF

DETAIL VARIES

AT TOE OF STEEL ANGLEAT CORNER

AT WALL

1

4

" C

ON

TA

CT

AR

EA

BRICK MASONRY

EXISTING MASONRY FACADE

1"

1" CONTACT

AREA

1"

NOTE: EXISTING WEEPS

MUST REMAIN

UNOBSTRUCTED

AT MASONRY OPENING

BETWEEN BRICK AND

STEEL ANGLE

MASONRY

LINTEL

COMPRESSIBLE FILLER

079200 BACKER ROD


D (DEPTH)

JO

IN

T W

ID

TH

NTS02: SEALANT JOINT

NTS03: HORIZONTAL TRUSS REINFORCEMENT



PENCIL ROD

TIE

ANCHOR PLATE

F

I

E

L

D

V

E

R

I

F

Y

3

4

"

-

1

"

LINE OF FACE OF BRICK

TO STRUCTURAL STEEL

Medical Center


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RU

CT

UR

ES

.


DRAWN BY CHECKED BY



OF

OWNER INFORMATION

PROJECT NAME

PROJECT ADDRESS

PROJECT NUMBER

DRAWING TITLE

NEW YORK, NY 10013

(212) 505-1133

SUPERSTRUCTURES.COM

DOB BSCAN STICKER


REVISIONS

DATE

FIL

E N

AM

E:

PL

OT

T

IM

E:0

2/2

8/2

02

0 4

:0

1:5

4P

ML

:\6

00

0s\6

03

4R

01

(Ja

co

bi B

ld

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2 F

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ON

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- A

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1, 0

2, 0

3, 0

4, 0

5 &

0

6.d

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20

20

JACOBI BLDG #2

FISP CYCLE 7/8

FACADE RESTORATION

06034R01





BRONX

NEW YORK

10461


AS/RD/VP/AM NS/VS

27

02/22/2019

02/28/2020 100% SUBMISSION



TYPICAL SUBDETAILS:

01, 02, 03, 04, 05

A-515 00

27 27

BUILDING #2, JACOBI MEDICAL CENTER

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