CUNY John Jay College of Criminal Justice New Building FISP 9 Associated Façade Repair(EOI)

EUNEVA
HT11
WEST 59TH STREET
WEST 58TH STREET
'38.002
LOCATION PLAN
MAIN ROOF
524 WEST
59TH
STREET
500'
N
N
PROJECT
LOCATION
524 WEST 59TH STREET, LEGEND
NEW YORK, NY 10019
PROPERTY LINE
BLOCK: 1087
LOT: 5
MAIN ENTRANCES
BIN#: 1027084
ZONING: C6-2, C4-7, CL
MAP: 8c LOADING DOCK
BOROUGH: MANHATTAN
BLD OCCUPANCY GROUP: MIXED OCCUPANCY - (NO CHANGE)
CONSTRUCTION CLASSIFICATION: TYPE IA - (NO CHANGE)
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CUNY JOHN JAY COLLEGE
515 Broadway, Albany, New York 12207-2964
One Penn Plaza, 52 Floor, NY, NY 10119-0098
539 Franklin Street, Buffalo, NY 14202-1109
NEW BUILDING WWW. DASNY.ORG
THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE
INFORMATION AND SHALL BE USED FOR THEIR INTENDED
PURPOSE. ONCE THE INTENDED PURPOSE HAS CEASED, THE
DOCUMENTS SHALL BE DESTROYED IN A SECURE MANNER.
524 WEST 59TH STREET IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,
UNLESS UNDER THE DIRECTION OF A LICENSED
ARCHITECT/ENGINEER TO ALTER THIS DOCUMENT IN ANYWAY.
ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A
NEW YORK, NY 10019
DESCRIPTION OF THE ALTERATIONS, DATE AND
ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT (C) 2022
CUNY JOHN JAY COLLEGE - NEW BUILDING
100% SUBMISSION
DASNY
515 BROADWAY
ALBANY, NY 12207-2964
Seal & Signature ARCHITECT:
LIST of DRAWINGS SITE PLAN
Drawing 01 of 23
6202/70/80
33RC/016663
FACADE REPAIR
CUNY
555 WEST 57TH ST. , 10TH FL
NEW YORK, NY 10019
14 WALL ST., FLOOR 25,
NEW YORK, NY 10013
TEL 212-505-1133
DOB APPROVAL STAMPS
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Sheet Number Sheet Description Sheet Title
1 T-001.00 TITLE SHEET - LIST OF DRAWINGS, LOCATION PLAN, SITE PLAN
2 G-001.00 ORG. OF DWGS & SPECS, ABBR., INSP., NOTES, & REST. SUM.
3 G-002.00 NYC DOB NOTES & NYCECC NOTES
4 A-101.00 OVERALL UPPER ROOF PLAN
5 A-201.00 OVERALL NORTH ELEVATION
6 A-202.00 OVERALL SOUTH ELEVATION
7 A-203.00 OVERALL EAST ELEVATION
8 A-204.00 OVERALL WEST ELEVATION
.
E
9 A-205.00 NORTH ELEVATION FIN SCHEDULE
V
W
10 A-206.00 SOUTH ELEVATION FIN SCHEDULE
H
A 5 9
T H
11 A-207.00 EAST ELEVATION FIN SCHEDULE T S T
1 .
1
12 A-208.00 WEST ELEVATION FIN SCHEDULE
524 WEST TERRACE ROOF
13 A-501.00 RESTORATION ASSEMBLY DETAIL - COA 01 59TH
STREET
14 A-502.00 RESTORATION ASSEMBLY DETAIL - CON 01, CON 02 W
5
8
15 A-503.00 RESTORATION ASSEMBLY DETAIL - FLA 02 T H
S
T 16 A-504.00 RESTORATION ASSEMBLY DETAIL - MTL 04 .
17 A-505.00 RESTORATION ASSEMBLY DETAIL - MTL 04
18 A-506.00 RESTORATION ASSEMBLY DETAIL - MTL 05
19 A-507.00 RESTORATION ASSEMBLY DETAIL - MTL 05
20 A-508.00 RESTORATION ASSEMBLY DETAIL - MTL 05
21 A-509.00 RESTORATION ASSEMBLY DETAIL - MTL 05
22 A-510.00 RESTORATION ASSEMBLY DETAIL - STN 01
23 A-511.00 RESTORATION ASSEMBLY DETAIL - WIN 03
DOB NOW APPLICATION NO:
M01441442-I1

MAIN ROOF
ADJACENT
TERRACE ROOF BUILDING
N.I.C.
EUNEVA
HT11
WEST 59TH STREET
532'-6"
532'-6"
WEST 58TH STREET
"0-'522
ORGANIZATION OF DRAWINGS AND SPECIFICATIONS ABBREVIATION RESTORATION SUMMARY
RESTORATION ASSEMBLY DETAIL (RAD)
A N
BASE BID ITEMS
079200 SEALANT: NT (NS)
ABV - ABOVE NIC - NOT IN CONTRACT
The Work of the Project comprises a series of assemblies, each graphically ADJ - ADJACENT NO/NUM - NUMBER CODE DESCRIPTION UNIT QTY THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE
illustrated by a RESTORATION ASSEMBLY DETAIL (RAD). For example: AFF - ABOVE FINISH FLOOR NTS - NOT TO SCALE INFORMATION AND SHALL BE USED FOR THEIR INTENDED
COA 01 STEEL COATING SF 5 PURPOSE. ONCE THE INTENDED PURPOSE HAS CEASED, THE
coping anchorage, flashing at roof drain, etc. (The examples shown are general, In the example shown above, "SEALANT: NT (NS)" is indicated by the Product AFG - ABOVE FINISH GRADE DOCUMENTS SHALL BE DESTROYED IN A SECURE MANNER.
and not representative of this Project.) A full listing of RADs can be found in the ALUM - ALUMINUM O CON 01 CONCRETE CRACK REPAIR AT EXTERIOR STEPS LI 14 IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,
R dr E a S w T in O g R w A il T l e IO m N p l S oy U M th M e A el R em Y. e D nt e s p b e e n l d o i w ng . on the complexity of the RAD, the detail C sp a e ll c o i u fi t c , c a o l r o r n e g sp o w n it d h i n i g ts p r r o e d fe u r c e t/ n m ce a nu to fa c S t p u e re c r i f i i n ca fo ti r o m n a t S io e n c t is io f n o u 0 n 7 d 9 . 200 where the A A P R P C D HT - - A A P R P C R H O IT V E E C D T OC - ON CENTER CON 02 CONCRETE SPALL REPAIR AT EXTERIOR STEPS SI 10 U A A N R LT L C E E H R S A S IT E T U I C O N T D N /E E S N R M G T U H IN S E T E D H E I R A R E V T C O E T T A IO H L E N T E S R O E A T F H L A I A S L F D IC F O IX E C N ED U SE M A D E LO NT N I G N A W N IT Y H W A AY.
ASSEM - ASSEMBLY P DESCRIPTION OF THE ALTERATIONS, DATE AND
FLA 02 COUNTER-FLASHING REPAIR AT ROOF PERIMETER LF 40 ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT (C) 2022
Each Restoration Assembly is identified by its RAD CODE. The RAD Code is a Products called out in Specification Section 079200 appear as shown below: < - ANGLE PART - PARTITION
five character, alphanumeric notation. For example, the code "PPT 01" identifies PAVMT - PAVEMENT MTL 04 VERTICAL ALUMINUM BLADES RETROFIT EA 1,161 Consultants:
B PERF - PERFORATED 14 WALL STREET
a particular parapet reconstruction. The RAD symbol as shown below is used to
A. Sealant: NT (NS) BLDG - BUILDING PL - PLATE MTL 05 VERTICAL ALUMINUM BLADES REPLACEMENT EA 1,570 NEW YORK, NY 10005
graphically label the RAD within the drawing set. It consists of the RAD Code and TEL: 212.505.1133
1. 795 Silicone Building Sealant Dow Corning BM - BEAM PROP - PROPERTY
description. In some cases, a RAD encompasses more than one sheet. STN 01 STONE REPLACEMENT AT CURTAIN WALL BASE EA 19 FAX: 212.505.1726
BOTT - BOTTOM
2. Silpruf SCS 2000 Momentive
BUR - BUILT UP ROOF R
WIN 03 CURTAIN WALL WINDOW FRAME REPAIR EA 1
FLA 02 COUNTERFLASHING RE-ATTACHEMENT REINF - REINFORCING
ADJACENT RAD
C REPL - REPLACEMENT UNIT PRICE ITEMS
CJ - CONTROL JOINT RM - ROOM
In some cases, one RAD may be directly adjacent to another RAD, each with its CON 01 CONCRETE CRACK REPAIR AT EXTERIOR STEPS LI 24
CF - CUBIC FEET
The BASIC ASSEMBLY illustrates the fundamental configuration of new and own requirements and unit costs. For example, a parapet reconstruction RAD
CL - CENTER LINE S MTL 05 VERTICAL ALUMINUM BLADES REPLACEMENT EA 50
existing components of the RAD. It is designated by the symbol shown below, might indicate an adjacent railing restoration RAD (RAI 01) using the symbol
CLG - CEILING SAE - SAME AS EXISTING
and may include plan, elevation and/or section views as needed to convey the shown below. COL - COLUMN SECT - SECTION STN 01 STONE REPLACEMENT AT CURTAIN WALL BASE EA 4
information. CONC - CONCRETE SF - SQUARE FEET
CON 01 The noted designation of units are:
CONT - CONTINUOUS SHT - SHEET
SF: Square Foot LF: Linear Foot SI: Square Inch
BASIC ASSEMBLY SI - SQUARE INCHES
3" = 1' D SIM - SIMILAR LI: Linear Inch EA: Each
0" 3" 6" 12" DBL - DOUBLE SPEC - SPECIFICATION
In the example shown, the RAI 01 components would be purchased and installed
DEG - DEGREE SS - STAINLESS STEEL REQUIRED MOCK UPS
as part of the railing restoration, not as part of the parapet reconstruction.
In some cases, a variation of the Basic Assembly is illustrated. This is referred to DEPT - DEPARTMENT STD - STANDARD
REQ'D APPROVAL
as an "@ CONDITION." For example, a coping RAD may include an @ CORNER DTL - DETAIL STOR - STORAGE
condition as designated by the symbol below. SIMILAR RADS DIA - DIAMETER SY - SQUARE YARD CODE/ PREFIX DIMENSIONS/EXTENTS ARCH MANUF
DIM - DIMENSION
MTL 04 One (1) field mockup, fin type S. Mockup shall include fastener attachment to curtain wall frame with Yes Yes
In some cases, one RAD may be similar to another RAD. For example, a low wall DN - DOWN T
@ CORNER anchors; one (1) sample mockup, size 4". Refer to MTL 04 for Basic Assembly
3" = 1' parapet reconstruction RAD (PPT 02) may have similar construction DR - DOOR TYP - TYPICAL
requirements to those of a full height parapet reconstruction RAD (PPT 01). In DWG - DRAWING MTL 05 One (1) field mockup, fin type L. Mockup shall include fastener attachment to curtain wall frame with Yes Yes
0" 3" 6" 12"
this example, PPT 02 may only show the profile of the parapet indicating the U anchors; one (1) sample mockup, size 10". Refer to MTL 05 for Basic Assembly and Sample Assembly for
An @ Condition inherits all requirements of the Basic Assembly without repeating specific height requirement, and then simply refer to PPT 01 using the symbol E UON - UNLESS NOTED OTHERWISE details.
them. Only required modifications for the particular condition are explicitly shown below. EA - EACH STN 01 One (1) field mockp, 1 panel length with anchors. Mockup to be reviewed on site. Yes No
EL/ELEV - ELEVATION V
indicated. The scale of the @ Condition may not necessarily match the scale of
SIMILAR TO FLA 02 ELEC - ELECTRIC VERT - VERTICAL
the Basic Assembly.
ENCL - ENCLOSURE VIF - VERIFY IN FIELD
EQ - EQUAL CONSTRUCTION NOTES
In this example PPT 02 inherits all requirements of PPT 01 without repeating
In some cases, a SUBDETAIL is necessary to provide additional information EQUIP - EQUIPMENT W
them. Only the required modifications for PPT 02 are explicitly indicated. The
about the Basic Assembly and/or @ Condition. The additional information may EXP - EXPANSION W/ - WITH
scale of PPT 02 may not necessarily match the scale of PPT 01. GENERAL NOTES
EXST - EXISTING WT - WEIGHT
include: an enlarged view of, or a cut through a portion of the RAD, or an
WWF - WELDED WIRE FABRIC Provide interior and exterior temporary shoring, bracing and structural support
illustration or image representing a particular material or product.
RAD TAG
F Contractor Shall file all necessary certificates, pay all fees, obtain all permits of Work in progress and existing to remain to preserve stability and prevent
FIN - FINISH RESTORATION CODES and approvals, provide any and all bonds, and arrange for all tests and movement, settlement, or collapse. Strengthen and add supports when
A: SEALANT JOINT On the plan and elevation drawings, each required RAD is identified by a "RAD FL/FLR - FLOOR inspections as required by all authorities having jurisdiction. required. Project Key
12" = 1' TAG". Each RAD Tag includes the RAD Code (referencing the applicable RAD), COA - COATING
the unit of measure, and the required quantity. For example, the RAD Tag shown G CON - CONCRETE 11TH AVENUE
0" 1" 2" below indicates 30 linear feet of parapet reconstruction whose RAD Code is PPT GA - GAUGE FLA - FLASHING All structural Work, including but not limited to, material stresses and methods If safety of structure appears to be endangered, cease operations
A Subdetail is labeled by the symbol shown above, consisting of a single letter 01. GALV - GALVANIZED MTL - VERTICAL ALUMINUM BLADES of construction shall conform to the latest applicable laws, codes and immediately, notify Owner and Architect, and take precautions to support
(e.g. A, B, C...), description (e.g. "SEALANT JOINT"), and scale. GC - GENERAL CONTRACTOR STN - STONE PANEL requirements of all authorities having jurisdiction. structure until determination is made for continuing operations. T T
E E
GL - GLASS WIN - CURTAIN WALL WINDOW E E
R R
FRAME REPAIR T T
Within the context of the same RAD, the Subdetail is then referenced by its letter H
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oximate. Verify all S
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H
using the symbol shown below. HT - HEIGHT T T
HORIZ - HORIZONTAL make repairs required without additional cost to Owner. 8 5 9 5
A The quantity indicated in the RAD Tag is approximate, and is provided for the HR - HOUR Remove debris as the Work progresses. No debris shall be allowed to T S T S
E E
Contractor's convenience only. The Contractor is responsible for verifying all Provide all necessary temporary facilities (e.g. barriers, guards, etc.) to protect accumulate on-site. Leave site broom clean at end of each workday. W W
quantities as indicated graphically on the drawings, and for performing the L and maintain site and surrounding properties in a safe, secure and N.I.C
indicated Work under the Base Contract. LF - LINEAR FEET weather-tight condition, and to ensure safe passage of people in the vicinity of
LI - LINEAR INCHES
In some cases, when a Subdetail is associated with multiple RADs, it will be the Work.
LS - LUMP SUM
drawn once as a typical Subdetail, rather than appearing in each RAD. Typical A RAD for which quantities cannot be precisely determined until the Project is
LT - LIGHT
Subdetails are located at the end of the set of RAD drawings. Typical Subdetails under construction is designated by an UNIT PRICE ITEM TAG. For example,
NYC DOB NOTES - SPECIAL AND PROGRESS INSPECTIONS
are differentiated by the hollow arrow in their symbols, and their numerical the quantity of concrete deck restoration, under an existing roof membrane,
M
designation (e.g., 01, 02, 03 ...) as shown below. cannot be determined until the membrane has been removed. MTL - METAL
10TH AVENUE
MATL - MATERIAL SPECIAL INSPECTIONS AND TESTS - 2022 NYCBC
REQUIRED SPECIAL INSPECTION ITEMS RESPONSIBILITY
MAX - MAXIMUM
01: SEALANT JOINT
12" = 1' MECH - MECHANICAL GENERAL NOTES Owner Contractor
MIN - MINIMUM
0" 1" 2" Post-installed Anchors per BC 1705.37 (for STN 01) x REVISIONS
* Special inspections and other tests and inspections required during the
Post-installed Anchors per BC 1705.37 (for MTL 04) x Rev No Description Date:
progress of Work shall comply with the (administrative and procedural)
01
The Unit Price Item indicates a quantity allowance that the Contractor is requirements of Section 28-116.2.3 of the Administrative Code. Post-installed Anchors per BC 1705.37 (for MTL 05) x 1 30% SUBMISSION 07/11/2025
responsible for performing under the Base Contract. Consistent with the example Wall Panels, Curtain Walls and Veneers per BC 1705.20 (for MTL x 2 60% SUBMISSION 01/16/2026
The PRODUCT CALLOUT is the link between the RAD and the Technical above, the Allowance Tag above indicates a unit price item of 10 SF of concrete * Tests and inspections required shall be performed by approved agencies 04)
Specifications. A Product Callout is indicated once in the RAD and applies to all deck restoration to be included in the Base Contract. Once the actual quantity of or special inspectors, as applicable, meeting the requirements of RCNY 3 100% SUBMISSION 08/07/2026
Wall Panels, Curtain Walls and Veneers per BC 1705.20 (for MTL x
instances where the product occurs. In general, new materials and products in Work has been determined, a Change Order will be issued, adjusting the (Rules of the City of New York) DOB Rules 101-06 and 101-07. Special 05)
the Drawings are shaded. Contract Price in accordance with the Unit Price Schedule. inspections shall be performed only by individuals who are special
inspectors meeting the requirements of DOB Rule 101-06 Appendix A. PROGRESS INSPECTIONS
* Where tests and inspections are indicated as Owner's responsibility, the Based on the scope of work included under this application and
Owner will engage an approved agency or special inspector, as applicable, identified/described in the supporting documentation, no Progress Inspections
SITE PROTECTION PLAN
to perform the required services. are required.
* All required inspections and tests not explicitly designated as the owner's
FINAL INSPECTION
PROTECTION PLAN NOTES: responsibility in the contract documents shall be performed by a special
inspection agency retained by the owner and approved by the
The following inspection will be made upon the completion of the Work Client
1. SEE DASNY GENERAL REQUIREMENTS FOR TEMPORARY FACILITIES, commissioner in accordance with NYC BC 110.1. where special indicated under this application: THE CITY UNIVERSITY
CONTROLS, ACCESS AND SIGNAGE ETC. inspections are required under NYC BC 1704.1 and not specifically listed
2. LOCATION OF STAGING AREA TO BE COORDINATED WITH DASNY herein, the contractor shall notify the owner and architect of record OF NEW YORK
* Final Inspection per 28-116.2.4.2 and BC 110.5 and Directive 14 of 1975,
AND COLLEGE. immediately so that an approved special inspector may be engaged prior to 555 WEST 57TH STREET
and 1 RCNY 101-10.
3. TEMPORARY SITE PROTECTION ON PLAN IS SHOWN commencement of the affected work. no work requiring special inspection
NEW YORK, NY 10019
DIAGRAMMATICALLY TO ASSIST BIDDERS IN ESTIMATING shall proceed without an approved special inspector in place.
REQUIRED SUBMITTALS (ALL INSPECTIONS)
Project Title
5'-0" QUANTITIES ONLY. PRIOR TO START OF ANY WORK, THE
BUILDING ENVELOPE RESTORATION
CONTRACTOR MUST PROVIDE A SITE PROTECTION AND PHASING * Where tests and inspections are not explicitly indicated as Owner's
* Form TR-1 Technical report: Statement of Responsibility shall be filed with
PLAN TO DASNY AND CUNY FOR REVIEW AND APPROVAL. A MINIMUM responsibility, or where tests and inspections are required but not JOHN JAY COLLEGE- NEW BUILDING
the New York City Department of Buildings by the inspection agency
OF TWO MEANS OF EGRESS FOR THE BUILDING MUST REMAIN specifically listed, the Contractor shall engage an approved agency or
designated by the Owner to perform inspections in each of the above 524 WEST 59TH STREET
UNOBSTRUCTED AT ALL TIMES, AT LEAST ONE OF WHICH MUST BE special inspector, as applicable, to perform the required services.
mentioned categories. MANHATTAN, NY, 10019
ACCESSIBLE. THE CONTRACTOR SHALL COORDINATE WITH DASNY
AND CUNY, THE TEMPORARY CLOSURE OR REDIRECTION OF ANY * Contractor shall notify Architect and relevant inspecting party at least 72 * Upon successful completion of the Work subject to special inspection, Form
WALKWAYS AND ENTRANCES / EXITS THAT IS ADJACENT TO THE hours in advance of time when Work that requires inspection will be TR-1 Technical Report: Certification of Completion, and all required
WORK. performed. Drawing Title
supporting documentation shall be filed with the New York City Department ORG. OF DWGS & SPECS,
4. THE CONTRACTOR SHALL PROVIDE PEDESTRIAN PROTECTION IN
of Buildings by the inspection agency which performed the respective
EXTEND AN ADDITIONAL 5 FEET ACCORDANCE WITH SECTION BC 3307 OF THE 2022 NEW YORK CITY * Inspectors shall promptly notify the Architect in writing of irregularities and ABBR., INSP., NOTES, &
inspections.
BEYOND. THE SHED SHALL BUILDING CODE. deficiencies observed in the Work.
REST. SUM.
COVER THE FULL WIDTH OF THE
5. QUANTITIES AND DIMENSIONS SHOWN ARE APPROXIMATE, AND ARE DOB NOW APPLICATION NO:
SIDEWALK MINUS 18 INCHES AT PROVIDED FOR THE CONTRACTOR'S CONVENIENCE ONLY. THE SPECIAL INSPECTIONS M01441442-I1 Phase
THE CURB.
100% SUBMISSION
CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL QUANTITIES AS
x INDICATED GRAPHICALLY ON THE DRAWINGS, AND FOR Items subject to special inspection pursuant to the requirements of Chapter Professional Seal & Signature Date:
a
m PERFORMING THE INDICATED WORK UNDER THE BASE CONTRACT. 17 BC include, but are not limited to, those listed in the following table: 08/07/2026
"
8 ANY DISCREPANCIES SHOULD BE BROUGHT TO THE ATTENTION OF SSX Project No:
1 N
07144R01
THE A/E.
6. ALTERNATIVE MOBILIZATION METHOD SUCH AS BOOM LIFT MAY BE
PROPOSED IN LIEU OF SUSPENDED AND PIPE SCAFFOLD, AND WILL
Scale:
BE SUBJECT TO REVIEW AND APPROVAL OF DASNY AND A/E. NTS
LEGEND
7. EXISTING FACADE-MOUNTED UTILITIES AND CONDUITS ARE NOT
Drawn By:
INDICATES BUILDING ENTRANCE SHOWN FOR CLARITY. COORDINATE ANY TEMPORARY AN/ZK
INDICATES EXTENT OF SIDEWALK SHED DISCONNECTIONS OF UTILITIES WITH DASNY AND CUNY AS Checked By:
INDICATES LOADING BAY AB/MS
REQUIRED. ALL ELECTRICAL WORK TO BE PERFORMED BY A
INDICATES EXTENT OF RESTRICTED ACCESS AREA QUALIFIED NYS LICENSED ELECTRICIAN. G-001.00
WHEN INSTALLING/DE-INSTALLING METAL FINS. INDICATES SIDEWALK EDGE
Drawing Number Drawing 2 of 23

NYC DEPARTMENT OF BUILDINGS NOTES - 2022 NYCBC 2025 NYCECC NOTES
SCOPE OF WORK tasks. The Contractor shall have sole responsibility for any damage or injuries caused 2025 NYC ENERGY CONSERVATION CODE NOTES SCOPE OF FENESTRATION WORK:
by, or during the execution of the Work.
THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE
The following Work is included under the scope of this application: SITE SAFETY PLAN AND MONITORING (REQUIRED) PROJECT SCOPE There is no proposed increase in the vertical fenestration area proposed under INFORMATION AND SHALL BE USED FOR THEIR INTENDED
PURPOSE. ONCE THE INTENDED PURPOSE HAS CEASED, THE
1. Removal and replacement of cracked granite stone panels at the curtain wall this application. DOCUMENTS SHALL BE DESTROYED IN A SECURE MANNER.
Site Safety Plan: Contractor shall retain a licensed professional to prepare, file, obtain
base. The project involves the following Building Envelope related items of work: IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,
and pay for required approval of a Site Safety Plan meeting the requirements of Title UNLESS UNDER THE DIRECTION OF A LICENSED
ARCHITECT/ENGINEER TO ALTER THIS DOCUMENT IN ANYWAY.
2. Repair of spalled and cracked concrete at exterior steps. 28 (Administrative Code) Chapter 1 Article 110 (SITE SAFETY PLAN). Filing of Site Increases exceeding the stipulated maximums are governed by C503.3.1 and ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A
1. Partial retrofit of extra small & small vertical sunshades at curtain wall C503.2.2 and C503.2.3 DESCRIPTION OF THE ALTERATIONS, DATE AND
3. Partial retrofit of extra small & small vertical sunshades at curtain wall Safety Plan is required prior to the issuance of a Work Permit, pursuant to Section BC ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT (C) 2022
2. Partial Replacement of medium & large size vertical sunshades at curtain wall.
3310.3 (Site Safety Plan)
4. Partial Replacement of medium & large size vertical sunshades at curtain wall. Consultants:
There is no work involving skylights proposed under this application.
Site Safety Monitoring Program: For facade projects, Contractor shall provide the APPLICABILITY OF NYCECC: NON-EXEMPT APPLICATION 14 WALL STREET
5. Re-attachment of existing two-part metal flashing on the roof. NEW YORK, NY 10005
presence on site of qualified site safety personnel pursuant to the requirements of TEL: 212.505.1133
6. Re-coating of existing service entrance door. DOB Rule 1RCNY 3310-01(b - g) (Site Safety requirements for a facade project). There is no proposed increase in skylight area proposed under this application. FAX: 212.505.1726
The project is subject to the requirements of the NYCECC pursuant to ECC
Comply with DOB Rule 3310-01 (c) and 3310-01 (d)(1) 101.4.
ENERGY ANALYSIS: 2025 NYCECC CHAPTER C4
GENERAL NYC DOB NOTES
Site Safety personnel to be certified by the DOB in accordance with the requirements
All Work shall comply with the requirements of the New York City Building Code of Title 28 (Administrative Code) Chapter 4 - Article 402 (Site Safety Manager CODE COMPLIANCE Climate Zone: 4A (C301.1)
(NYCBC). Certificate), Article 403 (Site Safety Coordinator Certificate) or "Competent" or
"Qualified" Person, or Licensed Rigger or Designated Rigging Foreman - each The project shall comply with the administrative requirements of Chapter 1 of
All Work shall comply with the requirements of the NYC Plumbing, Mechanical, An Energy Analysis is not required for this project. The scope of work consists
meeting the respective requirements detailed in Chapter 33 NYCBC NYCECC Administration), and with 1 RCNY 5000-01 "Construction document
Electrical and Fire codes, as applicable. All Work shall comply with utility company of repairs pursuant to ECC C504 and is therefore not subject to the
requirements and the best trade practices. Contractor shall expeditiously obtain, from the DOB, all available waivers and/or approval requirements for compliance with the New York City Energy requirements for alterations under ECC C503. No building thermal envelope
reductions in the amount of presence on site of the Site Safety Manager, and based Conservation Code," and other applicable rules and regulations.
Work Permit: Before commencing Work, the Contractor shall file all required assembly, fenestration unit, mechanical system, service water heating system
on the limited scale and scope of the project, as permitted by BC 3310.11
Certificates of Insurance with the Department of Building (DOB), obtain a Work or lighting system is altered under this application.
(Modifications to the site safety monitoring program), and DOB Service Notice, dated The project shall comply with the requirements of Chapters C3 General
Permit and any other required permits for the Work by governing agencies. Copies of
February 2015.
the Work Permit, and all other required permits shall be posted in a conspicuous Requirements C4 Commercial Energy Efficiency, Section ECC C401 General
place at the Work site. Designation of Site Safety Manager is required prior commencement of work, Requirements, and applicable portions of Section ECC C402 Building Envelope
pursuant to Section BC 3310.5 (Site safety manager or coordinator to be designated) requirements, as modified by applicable portions of Chapter C5 Existing
Fees: The initial DOB (Alteration application) filing fee, when applicable, shall be paid
and BC 3310.4 (Site safety monitoring program) Buildings.
by the Owner. All other filing and permit fees to the DOB, DOT and all other agencies
shall be paid by the Contractor. Site Safety Managers or Coordinators shall comply with the requirements of BC
3310.8 (Site Safety Manager's and Coordinator's Duties). ECC 101.5.2.1 Professional Statement. "To the best of my knowledge, belief
Violations: The Contractor shall be responsible for the removal of all violations issued
and professional judgment, these plans and specifications are in compliance
by the DOB and/or other governing agencies, related to their operations on this Contractor shall comply with the requirements of BC 3310.7 (Contractor shall inform
with the New York City Energy Conservation Code (NYCECC)."
Project. The Contractor shall be responsible for the payment of all penalties and fees personnel).
resulting from and related to the removal of these violations.
OCCUPANT PROTECTION PLAN
ECC 101.5.3.3 Supporting documentation. The construction documents shall
Plans: The Contractor shall maintain a complete set of the plans and applications
The subject building contains no dwelling units. demonstrate conformance with the energy analysis for every element contained
approved by the DOB at the site, available to DOB inspectors, at all times.
in the energy analysis and shall comply with the applicable requirements of
Scope of Work: The project involves the following portions of the building's exterior:
Materials: All materials shall be used, tested and approved for use in accordance with
Section ECC 103 Construction Documents.
the provisions of the NYCBC and DOB Rules, as applicable. 1. Repair and/or replacement of portions of the curtain wall.
Licenses and Registration: All Work requiring licenses or registration of trades, 2. The project does not involve alterations to spaces within the building interior. ECC 103.4 Changes during construction. Changes made during construction
including, but not limited to plumbing, electrical, welding, rigging, and site safety shall General: All Work shall be done in accordance with Chapter 33 BC and regulations of that are not in compliance with the approved construction documents shall be Project Key
be performed by persons with such licenses and/or registrations, as governed by the
all other agencies having jurisdiction, per the requirements of BC Section 3303.10 re-submitted to the DOB as an amended set of construction documents.
requirements of the NYCBC. 11TH AVENUE
Operations in Occupied Buildings. The Contractor shall indicate all necessary
Noise Control Code: All Work shall be performed in accordance with the provisions of protective means on an occupant protection plan, as stipulated in Sec 3303.10. APPLICABILITY: EXISTING BUILDINGS (CHAPTER C5)
the NYC Noise Control Code as set forth in Title 24 Chapter 2 of the Administrative T T
Occupied spaces: The building contains spaces that will be occupied during E E
Code, including, but not limited to Section 24-219 (Noise Mitigation Rules), Section E E
construction. The Contractor shall provide the means and methods required to C501.1.1 Existing buildings. Except as specified in this chapter, the NYCECC R R
24-222 (After Hour and weekend limits on construction work), 24-223 (After hours T T
safeguard the safety and health of the occupants, including, where applicable, details shall not be used to require the removal, alteration or abandonment of, nor S S
work authorization - After Hours Work Permit - DOB Form PW5); and 15 RCNY H H
such as temporary fire-rated assemblies, opening protectives, and/or dust prevent the continued use and maintenance of, an existing building or building T T
Chapter 28 (Citywide Construction Noise Mitigation), Sections 28-101 (Required containment procedures. 8 5 9 5
system lawfully in existence at the time of adoption of the 2025 NYCECC. T T
Noise Mitigation Measures for General Construction) S S
Egress: At all times in the course of construction, provision shall be made for E E
W W
PROTECTION OF PEDESTRIANS / SIDEWALK SHEDS
adequate egress as required by this code, and the tenant plan shall identify the C501.2 Compliance. Additions, alterations, repairs, and changes of occupancy
N.I.C
Pedestrians shall be protected during construction, alteration, remodeling, or egress that will be provided. Required egress shall not be obstructed at any time to, or relocation of, existing buildings and structures shall comply with Sections
demolition activities as required by Section BC 3307 (PROTECTION OF except where approved by the commissioner. All existing means of egress for C502, C503, C504 and C505 of this code, as applicable, and with the provisions
PEDESTRIANS) and Section BC 3301.9.6 (Obscured Lawful Signs), and by the rules occupants of the building shall be maintained clear and free of all obstructions such
for alterations, repairs, additions and changes of occupancy or relocation,
of the Department of Transportation. Signs shall be provided to direct pedestrian as building materials, tools, etc.
respectively, in the New York City Construction Codes, the New York City Fire
traffic.
Fire Safety: All necessary laws and controls, as well as safety measures necessitated
Code, and the New York City Electrical Code.
10TH AVENUE
Sidewalk sheds shall be erected when required by Section BC 3307.6 (Sidewalk by the construction, shall be strictly observed. The Contractor shall take all necessary
Sheds). steps to both use and store all materials in such a way that ensures the fire safety of
Exception: Additions, alterations, repairs or changes of occupancy complying
the building and its occupants. All building materials stored in construction area,
All required sidewalk sheds are to be filed under a Separate Application. with 2025 NYC
and/or in any area of the building shall be secured in a safe manner. Access to such
ASHRAE 90.1. REVISIONS
The sidewalk shed installer shall obtain all required permits and pay all fees required areas to be controlled by Owner and/or Contractor.
Rev No Description Date:
by governing agencies prior to erecting sidewalk shed.
Health requirements: The Contractor shall take all required steps to control dust,
A sidewalk shed shall be erected at areas required, prior to start of construction. dispose of construction debris, institute any required pest control, maintain sanitary Alteration (definition). Any construction, retrofit or renovation to an existing 1 30% SUBMISSION 07/11/2025
structure other than repair or addition that requires a permit.
Sidewalk sheds shall remain in place until completion of the Work, with the following facilities, and limit construction-related noise to acceptable levels. Debris, dirt and 2 60% SUBMISSION 01/16/2026
exception. For projects involving the repair of FISP "Unsafe" conditions, sheds shall dust shall be kept to a minimum, be confined to the immediate construction area, and
not be removed until permission to remove has been granted by the DOB. be cleaned up and cleared from building periodically to avoid excessive The following items of work are considered repairs pursuant to ECC C504 and 3 100% SUBMISSION 08/07/2026
accumulation. are not subject to the requirements for alterations under ECC C503:
The areas to be protected shall comply with the requirements of Section BC 3307.6.3
The Contractor shall be responsible for compliance with applicable provisions of law
The design and construction of required sidewalk sheds shall comply with the Retrofit of existing extra-small and small vertical aluminum sunshade fins,
relating to dust (including crystalline silica), lead, asbestos, and noise.
requirements of Section BC 3307.6.4 (Design and construction of sidewalk sheds)
including replacement of deteriorated fasteners and end caps.
The following are in addition to applicable State and Federal regulations, as well as
Sidewalk shed permit holder shall post a sign that shall comply with Section BC Replacement in kind of deteriorated medium and large vertical aluminum
applicable Standards and Guidance Documents.
3301.9.2 (Sidewalk shed parapet information panel) which shall include the street sunshade fins, matching existing profile, projection, spacing and orientation.
name and address, and name of the contractor responsible for the site, or where Lead: For projects involving abatement of lead, the Contractor shall comply with the Replacement in kind of cracked granite panels at the curtain wall base.
there is no contractor, the name of the owner of the site. applicable requirements of HPD Rules.
Re-attachment of existing metal counter-flashing at the roof perimeter. No
The use and maintenance of sidewalk sheds shall comply with the requirements of Asbestos: For any projects involving abatement or encapsulation of asbestos or roofing, roof insulation or sheathing is removed, replaced or exposed.
Section BC 3307.6.5 (Installation, adjustment, maintenance, repair, use, inspection, asbestos containing material (ACM), the Contractor shall comply with abatement Re-shaping and re-sealing of one deformed curtain wall window frame. No Client
and removal of sidewalk sheds): Material and debris shall not be stored on sidewalk procedures contained in Asbestos Rules and Regulations of the DEP Asbestos fenestration unit or glazing is replaced. THE CITY UNIVERSITY
sheds unless the shed has been so designed in accordance with rules promulgated Control Program (Title 15, Chapter 1 RCNY).
Re-coating of existing exterior steel at the service entrance. OF NEW YORK
by the commissioner per Section 3307.6.5.4 (Storage and placement of items) and
Construction noise management: Contractor shall comply with Noise Mitigation Rules
555 WEST 57TH STREET
3307.6.4.2.2 (Storage). The underside of sidewalk sheds shall be lighted at all times
for "power tools" and other construction devices employed in the work pursuant to The vertical aluminum sunshade fins are exterior shading elements attached
NEW YORK, NY 10019
either by natural or artificial light conforming to the requirements of Section BC
Section 24-219 Administrative Code. outboard of the building thermal envelope. They do not enclose conditioned
3307.6.4.8 (Lighting). Project Title
Noise restrictions: Where hours of the day or the days of the week in which space, do not form a boundary between conditioned and unconditioned space, BUILDING ENVELOPE RESTORATION
PROTECTION OF EXISTING PROPERTY
construction Work may be limited pursuant to the NYC Noise Control Code, such and are not building thermal envelope assemblies as defined by the NYCECC.
JOHN JAY COLLEGE- NEW BUILDING
All adjoining property affected by any operations shall be protected per the limitations shall be stated. Pursuant to Section 24-222 (After Hour and weekend limits No building thermal envelope assembly, fenestration unit, mechanical system,
524 WEST 59TH STREET
requirements of Title 27 (Building Code) Chapter 33 (SAFEGUARDS DURING on construction work), of the NYC Noise Code, construction activities will be confined service water heating system or lighting system is altered under this application.
CONSTRUCTION OR DEMOLITION) of the NYC Building Code and Section BC to weekdays (Mondays through Fridays) between 7am and 6pm unless an After MANHATTAN, NY, 10019
3309 (PROTECTION OF ADJOINING PROPERTY). Hours Variance (AHV) has been obtained from the Department of Buildings.
ECC C504 Repairs.
The Contractor shall provide, erect and maintain all temporary barriers and guards, Structural safety: No structural Work shall be done that may endanger the occupants.
Drawing Title
and all temporary shoring and bracing, as required by DOB rules and regulations. Contractor shall provide adequate temporary bracing and shoring wherever any C504.1 General. Buildings, structures, and parts thereof shall be repaired in
NYC DOB NOTES &
structural Work is involved.
compliance with Section C501.3 and C504.1. Work on non-damaged
The Contractor shall be solely responsible for the protection of conditions and
NYCECC NOTES
materials within, and adjacent to the proposed construction area. The Contractor AFTER HOURS VARIANCES (AHV) components that is necessary for the required repair of damaged components
shall design and install adequate shoring and bracing for all construction or removal shall be considered part of the repair and shall not be subject to the
The Contractor shall apply for and obtain an After Hours Variance from the DOB NOW APPLICATION NO:
Department of Buildings for any Work that shall occur outside normal working hours: requirements for alterations (C503.1). Routine maintenance required by Section M01441442-I1 Phase
100% SUBMISSION
weekdays between 7am and 6pm, pursuant to DOB procedures. C501.3 (Maintenance), ordinary repairs exempt from permit and abatement of
wear due to normal service conditions shall not be subject to the requirements Professional Seal & Signature Date:
08/07/2026
for repairs specified in this section.
SSX Project No:
07144R01
Work involving the replacement of an entire roof deck or roof assembly shall
require a "sustainable roofing zone" as defined in Sec 1511.2 NYCBC.
Scale:
NTS
* This project does not include replacement of an entire roof deck.
Drawn By:
AN/ZK
Checked By:
AB/MS
G-002.00
Drawing Number Drawing 3 of 23

ROOF 7
"0-'861
80'-0" 45'-0" 80'-0"
FLA 02
10 LF
BULKHEAD BULKHEAD
ROOF 8 ROOF 9
ROOF 6
FLA 02
10 LF
ROOF 5
FLA 02
10 LF
RESTORATION SCHEDULE
FLA 02
10 LF
BASE BID ITEMS
ID CODE RESTORATION ITEM DWG
FLA 02 COUNTER-FLASHING REPAIR AT ROOF PERIMETER A-503.00
XX
--
TERRACE
OVERALL UPPER ROOF PLAN
3/32" = 1'
JOHN JAY COLLEGE BUILDING
0' 5' 10' 20'
1 1
NOTES:
* PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR SHALL COORDINATE SYSTEMS AND DATUMS, ALL
SURVEYING WORK MUST REFERENCE THE PROJECT-SPECIFIC HORIZONTAL AND VERTICAL DATUMS. THE
CONTRACTOR IS RESPONSIBLE FOR MAINTAINING THE INTEGRITY OF SITE BENCHMARKS AND SURVEY
CONTROL POINTS THROUGHOUT THE PROJECT DURATION.
THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE
* ALL EXISTING CONSTRUCTION, SURFACES AND EQUIPMENT TO REMAIN SHALL BE FULLY PROTECTED INFORMATION AND SHALL BE USED FOR THEIR INTENDED
PURPOSE. ONCE THE INTENDED PURPOSE HAS CEASED, THE
FROM DAMAGE BY THE CONTRACTOR AND ALL SUBCONTRACTORS. CONTRACTOR SHALL BE DOCUMENTS SHALL BE DESTROYED IN A SECURE MANNER.
RESPONSIBLE FOR ALL DAMAGE CAUSED BY CONSTRUCTION OPERATIONS AND SHALL MAKE ALL IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,
UNLESS UNDER THE DIRECTION OF A LICENSED
REPAIRS OR REPLACEMENTS REQUIRED AT NO ADDITIONAL COST TO THE OWNER, EXCEPT WHERE SUCH
ARCHITECT/ENGINEER TO ALTER THIS DOCUMENT IN ANYWAY.
LOSS OR DAMAGE IS CAUSED DIRECTLY BY THE OWNER. ALL PROTECTIVE MEASURES SHALL BE ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A
DESCRIPTION OF THE ALTERATIONS, DATE AND
MAINTAINED FOR THE DURATION OF THE WORK.
ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT (C) 2022
* ALL DIMENSIONS INDICATED ON THE DRAWINGS ARE APPROXIMATE. VERIFY ALL DIMENSIONS IN FIELD Consultants:
PRIOR TO ORDERING OR FABRICATING MATERIAL. 14 WALL STREET
NEW YORK, NY 10005
TEL: 212.505.1133
* CONTRACTOR IS SOLELY RESPONSIBLE FOR THE ACCURATE LAYOUT AND HORIZONTAL/VERTICAL
FAX: 212.505.1726
POSITIONING OF ALL PROJECT COMPONENTS BASED ON THE COORDINATES PROVIDED
* CONFIRM SPACING AND ALIGNMENT POINTS
* CHECK PLUMB, LEVEL, AND STRAIGHTNESS OF MOUNTING SURFACES
* CONFIRM LOCATIONS OF ALL SUPPORTS FOR FIN ATTACHMENT
* AFTER REMOVAL OF BLADES, VERIFY CONDITION OF CURTAIN WALL FRAME, CHECK FOR ANY
DETERIORATION, CORROSION, OR WEAK AREAS. NOTIFY ARCHITECT OF ANY FINDINGS.
* VERIFY CLEARANCE FROM WATERPROOFING, FLASHING, AND SEALANTS TO AVOID ANY OBSTRUCTION
OR CONFLICTS.
* EVALUATE WEATHER EXPOSURE WHICH MAY AFFECT INSTALLATION
* RECORD DISCREPANCIES BETWEEN THE DRAWINGS AND FIELD CONDITIONS
* CONTRACTOR IS TO PROVIDE SHOP DRAWINGS SHOWING ALL FIN MEMBERS, FASTENERS,
CALCULATIONS, ETC. PROVIDE SIGNED & SEALED BY PROFESSIONAL ENGINEER IN THE STATE OF NY
* CONTRACTOR SHALL NOTIFY THE OWNER IN WRITING IMMEDIATELY UPON DISCOVERY OF ANY
CONFLICTS, DISCREPANCIES, OR CONDITIONS NOT PART OF THE DESIGN DOCUMENTS. WRITTEN NOTICE
SHALL BE PROVIDED TO THE OWNER NO LATER THAN FIFTEEN (15) CALENDAR DAYS FROM THE DATE OF
DISCOVERY IN ACCORDANCE WITH GENERAL CONDITIONS SECTIONS 3.02 AND 4.02. CONTRACTOR SHALL
NOT PROCEED WITH AFFECTED WORK UNTIL WRITTEN DIRECTION IS RECEIVED.
* REMOVE DEBRIS AS THE WORK PROGRESSES. NO DEBRIS SHALL BE ALLOWED TO ACCUMULATE ON-SITE.
LEAVE SITE BROOM CLEAN AT END OF EACH WORKDAY.
* NO STRUCTURAL ELEMENTS SHALL BE REMOVED UNLESS PORTIONS AFFECTED ARE ADEQUATELY
SUPPORTED BY EITHER TEMPORARY SHORING AND BRACING, OR NEW STRUCTURAL ELEMENTS.
* PERFORM ALL OPERATIONS OF DEMOLITION AND REMOVAL AS INDICATED ON THE DRAWINGS AND AS
REQUIRED BY THE WORK.
Project Key
STRUCTURAL DESIGN CRITERIA - VERTICAL ALUMINUM SUNSHADE FINS (MTL 04, MTL 05)
11TH AVENUE
1. CODE: 2022 NYC BUILDING CODE AS AMENDED. ASCE 7 2016 EDITION AS MODIFIED FOR
NEW YORK CITY PER BC 1609.
T T
E E
2. RISK CATEGORY: III (NYC BUILDING CODE TABLE 1604.5) E E
R R
T T
S S
3. WIND:
H H
BASIC DESIGN WIND SPEED, V = 127 MPH PER NYC BC TABLE 1609.3 T T
8 9
EXPOSURE CATEGORY: B AT N,S,& E ELEVATIONS, C AT WEST ELEVATION ;PER NYC BC FIGURE 1609.4.3 & 5 5
T T
1609.4.3(1) S S
E E
W W
MEAN ROOF HEIGHT, h = 240 FT.
N.I.C
Kd = 0.85 Kzt = 1.0 Ke = 1.0 G = 0.85 GCpi = +/-0.18
Kh = 1.27 (EXP. B) / 1.56 (EXP. C).
VELOCITY PRESSURE qz = 0.00256 x Kz x Kzt x Kd x Ke x V^2.
qh = 44.6 PSF (EXP. B) / 54.8 PSF (EXP. C, W ELEVATION).
4. COMPONENTS AND CLADDING PRESSURES (EFF. WIND AREA < 20 SF):
EXPOSURE B EXPOSURE C (W ELEV.)
10TH AVENUE
ZONE 4 (FIELD): +47.6 / -49.6 PSF +58.5 / -60.9 PSF
ZONE 5 (CORNER): +47.6 / -88.3 PSF +58.5 / -108.5 PSF
CORNER ZONE WIDTH a = 16.8 FT MINIMUM DESIGN PRESSURE SHALL BE 32 PSF ACTING IN EITHER
DIRECTION NORMAL TO THE SURFACE PER BC 1609.1.3. THE ALGEBRAIC SUM OF PRESSURES ACTING ON
OPPOSITE FACES SHALL BE TAKEN INTO ACCOUNT. REVISIONS
Rev No Description Date:
5. FIN DESIGN FORCE: F = qh x G x Cf x As PER ASCE 7 SEC. 29.3.
qh = ___ PSF (EXP. B) / ___ PSF (EXP. C, W ELEVATION); G = 0.85; 1 30% SUBMISSION 07/11/2025
Cf = 1.8; RESULTANT APPLIED AT ECCENTRICITY 0.2B ALONG FIN LENGTH.
2 60% SUBMISSION 01/16/2026
6. DEFLECTION UNDER DESIGN WIND: L/175 FOR SPANS 13'-6" AND LESS; L/240 + 1/4" FOR SPANS OVER 13'-6"; 3 100% SUBMISSION 08/07/2026
3/4" MAXIMUM. DEFLECTION SHALL NOT PERMIT CONTACT WITH GLASS, MULLION OR ADJACENT FIN UNDER
ANY LOAD COMBINATION.
7. CONTRACTOR SHALL ENGAGE A P.E. LICENSED IN THE STATE OF NEW YORK TO DESIGN FIN MEMBERS, END
CAPS, FASTENERS AND CONNECTIONS, AND TO VERIFY THE ADEQUACY OF THE EXISTING CURTAIN WALL
MULLIONS AND ANCHORAGE TO RECEIVE THE IMPOSED LOADS. SIGNED AND SEALED SHOP DRAWINGS AND
CALCULATIONS REQUIRED.
Client
THE CITY UNIVERSITY
LEGEND
OF NEW YORK
ELEVATION CUTLINE NOT IN CONTRACT
555 WEST 57TH STREET
MARKER
NEW YORK, NY 10019
SECTION STRUCTURAL ELEVATION Project Title
MARKER GRID INDICATOR BUILDING ENVELOPE RESTORATION
JOHN JAY COLLEGE- NEW BUILDING
A 524 WEST 59TH STREET
XXX 0* ADJ. DETAIL REVISION CLOUD/
RAD CALLOUT A-503 CALLOUT 01 NUMBER MANHATTAN, NY, 10019
Drawing Title
OVERALL UPPER
ROOF PLAN
DOB NOW APPLICATION NO:
M01441442-I1
Phase
100% SUBMISSION
Professional Seal & Signature Date:
08/07/2026
SSX Project No:
07144R01
Scale:
3/32"=1'
Drawn By:
AN/ZK
Checked By:
AB/MS
A-101.00
Drawing Number Drawing 4 of 23

LEGEND UNIT PRICE ITEM RESTORATION SCHEDULE
THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE
INFORMATION AND SHALL BE USED FOR THEIR INTENDED
BASE BID ITEMS PURPOSE. ONCE THE INTENDED PURPOSE HAS CEASED, THE
GLASS CURTAIN WALL SYSTEM UNIT PRICE ITEM ID CODE RESTORATION ITEM DWG DOCUMENTS SHALL BE DESTROYED IN A SECURE MANNER.
IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON,
CON 01 CON 01 CONCRETE CRACK REPAIR AT EXTERIOR STEPS A-502.00 UNLESS UNDER THE DIRECTION OF A LICENSED
ARCHITECT/ENGINEER TO ALTER THIS DOCUMENT IN ANYWAY.
24 LI CON 02 CONCRETE SPALL REPAIR AT EXTERIOR STEPS A-502.00 ALTERATIONS MUST HAVE THE SEAL AFFIXED ALONG WITH A
LOUVERED VENTS APPLIES TO CONCRETE CRACK REPAIR STN 01 STONE REPLACEMENT AT CURTAIN WALL BASE A-510.00 DESCRIPTION OF THE ALTERATIONS, DATE AND
ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT (C) 2022
MTL 04 VERTICAL ALUMINUM BLADES RETROFIT A-504.00
UNIT PRICE ITEM
XS,S MTL 05 VERTICAL ALUMINUM BLADES REPLACEMENT A-506.00 Consultants:
M,L FIN SIZES (WIDTH) STN 01 WIN 03 CURTAIN WALL WINDOW FRAME REPAIR A-511.00 14 WALL STREET
NEW YORK, NY 10005
4 EA
TEL: 212.505.1133
APPLIES TO STONE PANEL REPLACEMENT
FAX: 212.505.1726
UNIT PRICE ITEMS
ID CODE RESTORATION ITEM DWG
UNIT PRICE ITEM
MTL 05 CON 01 CONCRETE CRACK REPAIR AT EXTERIOR STEPS A-502.00
50 EA MTL 05 VERTICAL ALUMINUM BLADES REPLACEMENT A-506.00
MTL 05 - VERTICAL ALUMINUM BLADES STN 01 STONE REPLACEMENT AT CURTAIN WALL BASE A-510.00
REPLACEMENT (DAMAGED XS/S FINS
FOUND NOT REUSABLE - REPLACE IN KIND
PER A-505),
* UNIT PRICE QUANTITIES APPLY TO ALL FACADES.
ROOF
S S
15TH FLOOR
M M
14TH FLOOR
L L
13TH FLOOR
M M
12TH FLOOR
Project Key
L L
11TH AVENUE
11TH FLOOR
MTL 05 T T
E E
S 446 EA S E E
R R
APPLIES TO REPLACEMENT OF T T
S S
10TH FLOOR
M AND L FINS.
H H
T T
8 9
5 5
T T
M M S S
E E
W W
9TH FLOOR
N.I.C
MTL 04
S 368 EA S
APPLIES TO RETROFITTING OF
XS AND S FINS.
8TH FLOOR
10TH AVENUE
L L
7TH FLOOR
S S REVISIONS
Rev No Description Date:
6TH FLOOR
1 30% SUBMISSION 07/11/2025
2 60% SUBMISSION 01/16/2026
L L
3 100% SUBMISSION 08/07/2026
5TH FLOOR
M M
4TH FLOOR
S S
3RD FLOOR
STN 01 Client
STN 01
1 EA THE CITY UNIVERSITY
1 EA
XS XS OF NEW YORK
555 WEST 57TH STREET
2ND FLOOR
NEW YORK, NY 10019
STN 01 CON 01 CON 02 STN 01
1 EA 14 LI 10 SI 1 EA Project Title
XS XS
BUILDING ENVELOPE RESTORATION
WIN 03 STN 01
GROUND FLOOR JOHN JAY COLLEGE- NEW BUILDING
1 EA 1 EA
524 WEST 59TH STREET
MANHATTAN, NY, 10019
Drawing Title
OVERALL NORTH
ELEVATION
DOB NOW APPLICATION NO:
M01441442-I1
Phase
100% SUBMISSION
Professional Seal & Signature Date:
OVERALL NORTH ELEVATION 08/07/2026
SSX Project No:
1" = 20'
07144R01
W 59TH STREET
0' 20' 40'
Scale:
1" = 20'
Drawn By:
AN/ZK
Checked By:
AB/MS
A-201.00
Drawing Number Drawing 5 of 23