SUNY Purchase – The Olde Apartment Complex H Street Roof Replacement & Associated Asbestos Abatement (EOI)

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SHT NO. DWG NO. DESCRIPTION
01 T-001.00 TITLE SHEET, LIST OF DRAWINGS, LOCATION PLAN
02 G-001.00 GENERAL NOTES (01 of 02)
03 G-002.00 GENERAL NOTES (02 of 02)
04 G-003.00 SIDEWALK SHED & SCAFFOLDING PLAN
05 HM-100.00 BUILDING #5 ROOF & FACADE ELEVATIONS HAZARDOUR
MATERIAL REMOVAL PLAN
06 HM-101.00 BUILDING #6 ROOF & FACADE ELEVATIONS HAZARDOUR
MATERIAL REMOVAL PLAN
07 A-101.00 ROOF PLAN BUILDING #6
08 A-102.00 ROOF PLAN BUILDING #5
09 A-201.00 FACADE ELEVATIONS BUILDING #6 (01 OF 02)
10 A-202.00 FACADE ELEVATIONS BUILDING #6 (02 OF 02)
11 A-203.00 FACADE ELEVATIONS BUILDING #5
12 A-501.00 RESTORATION DETAILS: DRN 01, & DRN 02
13 A-502.00 RESTORATION DETAILS: FLA 01
BUILDING #4
14 A-503.00 RESTORATION DETAILS: FLA 02, FLA 03, FLA 04, & FLA 05
15 A-504.00 RESTORATION DETAILS: FLA 05, INS 01, & LAD 01
16 A-505.00 RESTORATION DETAILS: MAS 01, MAS 02, & MAS 03
17 A-506.00 RESTORATION DETAILS: MAS 04 & MAS 05
18 A-507.00 RESTORATION DETAILS: JNT 01 & MEM 01
19 A-508.00 RESTORATION DETAILS: PLY 01
20 A-509.00 RESTORATION DETAILS: PLY 02
21 A-510.00 RESTORATION DETAILS: PNT 01 & PNT 02
N
22 A-511.00 RESTORATION DETAILS: SKY 01 (ALTERNATE)
BUILDING #3
23 A-512.00 RESTORATION DETAILS: TRS 01
24 A-513.00 RESTORATION DETAILS: STL 01 & TYPICAL SUBDETAILS
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515 Broadway, Albany, New York 12207-2964
28 Liberty Street, 55 Floor, New York, NY 10005
539 Franklin Street, Buffalo, NY 14202-1109
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.
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 DESCRIPTION OF THE ALTERATIONS, DATE AND
ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT (C) 2015
SUNY PURCHASE OLDE COMPLEX H STREET
60% SUBMISSION - NOT FOR CONSTRUCTION
Drawing 01 of 24
6202/62/80
%06
3rc/063193
ROOF REPLACEMENT & ASSOCIATED ASBESTOS ABATEMENT
THE OLDE APARTMENT COMPLEX H STREET - PURCHASE COLLEGE
735 ANDERSON HILL ROAD, PURCHASE, NY 10577
ROOF REPLACEMENT & ASSOCIATED ASBESTOS ABATEMENT
THE STATE UNIVERSITY THE OLDE APARTMENT COMPLEX
OF NEW YORK PURCHASE COLLEGE
353 BROADWAY 735 ANDERSON HILL ROAD
ALBANY, NY, 12207 PURCHASE, NY 10577
Seal & Signature ARCHITECT: Seal & Signature HAZMAT CONSULTANT:
325 Gold Street, Suite 701
Brooklyn, NY 11201
Phone 716-206-5124
14 WALL STREET
NEW YORK, NY 10005
(212) 505-1133
LIST of DRAWINGS LOCATION MAP SITE PLAN
735 ANDERSON HILL ROAD
PURCHASE, NY 10577
AREA OF WORK
LEGEND
PROJECT
INDICATES BUILDING SUBJECT
LOCATION
TO SCOPE OF WORK
INDICATES BUILDING ENTRANCES
DOB APPROVAL STAMPS

GENERAL NOTES CONSTRUCTION NOTES SITE PLAN
DASNY is the "authority having jurisdiction" over the Contract Work. Noise After Hours: Hours of work will be as determined by the Facilities Manager and DASNY, SCOPE OF WORK
within the range of normal working hours: 8:00 a.m. to 4:00 p.m., Mondays through Fridays,
GENERAL CODE COMPLIANCE AND AGENCY REQUIREMENTS NOTES: except legal holidays. 1. Removal and replacement of the existing roof membrane, flashing, etc. THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE INFORMATION
2. Installation of continuous insulation above the roof and cavity insulation in the attic space AND SHALL BE USED FOR THEIR INTENDED PURPOSE. ONCE THE
INTENDED PURPOSE HAS CEASED, THE DOCUMENTS SHALL BE
All work shall conform with the requirements of the latest editions of Construction operations shall not involve interruption of heating, water, or electrical services to 3. Repair of plywood deck DESTROYED IN A SECURE MANNER.
* Building Code of New York State, (BCNYS) other occupants of site. 4. Removal and replacement of roof drains IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS
UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER TO ALTER
* NFPA 101 Life Safety code (2021 Edition); Chapter 7 per applicable evacuation category 5. Removal and replacement of damaged masonry THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE SEAL
AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE AND
and/or FSES. Construction work shall be confined to the proposed construction area. Contractor shall 6. Masonry re-pointing ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT (C) 2022
* NFPA 70 National Electrical Code (NEC) minimize the generation of dust, dirt, and other such inconveniences and their spreading to 7. Leader repairs Consultants:
* Sidewalk Shed, Pipe Scaffolds and Site Fencing shall conform to Chapter 33 of the New other areas within the building. 8. Installation of new access ladder to the main roof
York State Building Code. 9. Removal and replacement of existing outdoor skylights
14 WALL STREET
Work Permit: Before commencing work, the Contractor shall file all required permits and pay GENERAL NEW YORK, NY 10005
TEL: 212.505.1133
all fees required by governing agencies having jurisdiction.
FAX: 212.505.1726
BRICK REMOVAL AND REPLACEMENT 1. Building to be partially occupied during construction, contractor to coordinate with College
Licenses and Registration: All Work requiring licenses or registration of trades, including, but where occupants shall be in the building & to minimize disruptions to their activities.
not limited to plumbing, electrical, welding, rigging, and site safety shall be performed by All masonry work shall conform to Chapter 21 of the Building Code of New York State. 2. The Contractor shall field verify ALL field conditions, measurements & quantities and report
persons with such licenses and/or registrations, as governed by the requirements of the any discrepancies to the Architect in writing before the start of work.
325 GOLD STREET,
BCNYS. The quality of all brick masonry units shall conform to ASTM C67 and ASTM C-216 SW: FBX 3. Provide access to the work area for inspection by the Architect by approved mechanical, or
SUITE 701
other means conforming to OSHA regulations to the durations of the contract.
BROOKLYN, NY 11201
PROTECTION OF EXISTING PROPERTY When brick masonry is both dimensioned and shown pictorially, the dimensions govern in the 4. Architect to determine extent and location of allocation work after close-up inspection from TEL: 646.998.3677
event of a discrepancy. scaffolding.
All adjoining property affected by any operations shall be protected per requirements of 5. Provide required permits from NYS.
Chapter 33 of the New York State Building Code. Assumed compressive strength of brick masonry shall be 1,900 psi. 6. Where required, Contractor shall use hand tools to perform the work.
7. For proper construction sequencing, provide all necessary scaffolding, bracing, shields, and
The Contractor shall provide, erect, and maintain all temporary barriers and guards and all Pre purchase brick- The owner has purchased the brick to be used for the first Phase of this protective barriers to assure that the preparation and construction work will not pose any
temporary shoring and bracing in accordance with New York State Building Code rules and project. The contractor is to verify the quantity of additional brick required to complete Phase II interference to the facility operations. (Internal and site). Isolate construction and excessive
regulations. and order the brick in time to start that work in Spring of 2017. noise from occupied areas of the building.
8. Pressure wash and clean (with approved chemicals as required) the work area after
Any damage to adjacent property shall be restored by Contractor at no additional cost to the construction work. Remove all 'dirt' from construction.
Owner and approved by DASNY.
The Contractor shall be solely responsible for the protection of conditions and materials within WORK SEQUENCE
and adjacent to the proposed construction area. The Contractor shall design and install
ENERGY CONSERVATION CONSTRUCTION CODE OF NEW YORK STATE:
Contractor to submit work sequence plans at the beginning of the project for review by all
adequate shoring and bracing for all construction or removal tasks. The Contractor shall have
parties.
sole responsibility for any damage or injuries caused by or during the execution of the work.
Pursuant to New York State Energy Code Section 104.2.1 and Executive Order No. 111
"Green and Clean"; to the best of our knowledge, belief, and professional judgement, the plans
Sheds, fencing and pipe scaffolding should not be installed in a work area until previous work
Protection shall be provided for those sidewalks and walkways that are in front of the building
and specifications are in compliance with the latest edition of the Energy Conservation
area is substantially complete.
to be constructed, altered or demolished.
Construction Code of New York State.
THE OLDE
The Contractor shall provide, install and maintain air filters to protect Fresh Air intakes, Louvers
APARTMENT
WORK SCHEDULE
and HVAC units as required at locations determined by the College.
ELECTRICAL WORK COMPLEX
BUILDINGS #5 & 6
Work will be carried out in two phases within the 2027 work year.
SIDEWALK SHED & SCAFFOLDING
Before commencing any electrical Work, the Contractor's electrical subcontractor shall file any
required applications with the Authority having Jurisdiction. Upon successful completion of the Building #5 : Spring 1 2 5
A sidewalk shed shall be erected at areas indicated on drawing G-003. Contractor shall review 6
Work, the Contractor's electrical subcontractor shall obtain a Certificate of Electrical Inspection. Building #6 : Summer
the area indicated for installation of sidewalk shed and recommend any adjustments that need
4
to be made for code compliance and safety of the operation intended. SB2 SB1
All Electrical work to comply with BCNYS Chapter 27 & NFPA 70.
3
PROTECTION OF SURFACE-MOUNTED ITEMS
The Contractor shall be responsible for the payment of all costs associated with the Project Key
maintenance and rental of the sidewalk shed for the entire duration of the project, including
The contractor is responsible for protecting all existing surface-mounted items, including but
associated dismantling costs.
not limited to, light fixtures, security cameras and electrical conduit as per General
Requirements (SECTIONS 015000 & 017300). Any surface-mounted items that are damaged
Sidewalk shed shall be designed by a Licensed Engineer (New York State) to comply fully with GENERAL WORK
during construction must be replaced by the contractor at no additional cost to the owner.
the requirements of and be designed to the New York State Building Code, Section 3306.7.
Live Load = 150 P.S.F min. or imposed loads, which ever is greater. Adequate lighting shall be Dust control is an important issue. The contractor is to use vacuum attachment and any other
provided 24 hours a day. All lamp posts, trees, hydrants are to be carefully By-Passed and means required to prevent dust from entering the occupied rooms. The contractor shall WINDOW PRIVACY FILM
protected. All fire department Facilities and exits are to be kept free and available at all times. coordinate with the college where work shall be performed near mechanical room louvers to
Provide stamped drawings and calculations for items designed by the engineer. allow for partial HVAC unit shut down. The contractor is responsible to protect all small louvers Contractor to provide, install and maintain opaque film (San Marino by 3M) on occupied dorm
and precast window sills. The contractor will be responsible for clean up in any rooms that dust bedroom windows at areas of work throughout construction duration, to protect the privacy of
Pipe Scaffolds shall be designed by a Licensed Engineer (New York State). Pipe scaffold shall the room occupants. This opaque film shall be inspected daily and removed upon project
is allowed to enter.
have safety netting secured with wire ties at all sections except at grade, immediately above completion.
shed and roof level where a parapet is installed.
The contractor's Field Superintendent can also be designated as the "Competent Person" if North East Distributor:
Pipe scaffold shall be accessed by staircase from ground to all working areas. Pipe Scaffolds Richard and Dale Peritz
he/she has the proper qualifications.
must be secured to the building at a maximum spacing of 8'-0" vertically, 12'-0" horizontally. Metro Solar, Inc.
Pipe scaffolds must be fully planked with toe board, midrail and toprail at all working areas. All 10 Edgewood Avenue
open areas must be protected with netting. All pipe scaffolds, suspended scaffolds and stair The contractor is to mow grass and water shrubs as required inside the work area to prevent Smithtown, NY 11707
towers shall be maintained until complete sign off by the Architect. (212) 472-2551
the area from becoming unsightly. At the end of the project, the contractor is responsible to
restore grass and planter areas to their condition prior to the start of work.
Provide sidewalk bridging in its entirety per phase and only remove once all repair work in that
area has been signed off on by the Architect. SITE ACCESSIBILITY AND PERFORMANCE OF THE WORK
PURCHASE COLLEGE NOTES The majority of the facade repair work is to be performed from pipe scaffolding.
SITE FENCING Boom Lift is to be used in areas not accessible from pipe scaffolding for the masonry repairs. REVISIONS
All Contractors and Sub-Contractors shall wear visible, easily identifiable ID badges.
Rev No Description Date:
Site fences shall be chain link, a minimum of 8-FT high, with either driven posts or weighted
post bases. Either may be used as required per site conditions. All Contractors and Sub-Contractors will not be allowed into student rooms unescorted.
Exceptions being suites or rooms that are vacated and under construction as part of this
Fencing shall be solidly assembled for their entire length except for openings with inswinging project.
INSPECTIONS
gates or sliding gates.
Loud, noisy, disruptive work (drills, saws, power tools, etc.) shall not occur before 8:30 a.m.
Fencing shall be covered with or integrated with a material to screen the enclosed construction Setup and preparation work can occur, but note that the dormitory will be occupied during
area. Such as a construction grade woven polypropylene fabric with 85% shade value. Color: construction.
SPECIAL INSPECTIONS
Hunter/Forest Green.
Vehicles are not allowed on grass areas surrounding dorms. Vehicles found parked on these
Items subject to special inspection pursuant to the requirements of Chapter 17 BC include, but
areas will be ticketed.
are not limited to, those listed in the following table:
TENANTS AND PUBLIC SAFETY PLAN
Any vehicle that needs to use pedestrian walkway areas for site access will need to request
Comply with Chapter 33 of the Building Code of the State of New York. permission prior to the date of use and require flagmen at all times.
General: All work shall be done in accordance with the Building Code of New York State Contractor to provide, install and maintain opaque film on interior and exterior of dormitory
Regulatory Requirements, and regulations of all other agencies having jurisdiction. bedroom windows at areas of work throughout the construction duration, to protect the privacy
of the room occupants. This opaque film shall be inspected daily and removed upon project
Structural: Contractor shall provide adequate temporary bracing and shoring wherever any completion. The Contractor shall coordinate access to bedrooms with the College. The Client
structural work is involved. Contractor's personnel must be escorted by a representative of the College when accessing all
occupied rooms. There is to be no interaction between the Contractors personnel and the
Means of Egress: All existing means of egress for users of the building shall be maintained students of the College.
clear and free of all obstructions, such as building materials, tools, etc.
Refer to Appendix "A" Special Conditions for Construction for additional requirements by the
Fire Safety: All building materials stored in construction area and/or in any area of the building College.
shall be secured in a safe manner. Access to such areas to be controlled by Owner, Owner
Project Title
Representatives, and/or General Contractor.
SUNY PURCHASE OLDE COMPLEX H STREET
Dust Control: Debris, dirt, and dust to be kept to a minimum, be confined to the immediate ROOF REPLACEMENT & ASSOC. ASBESTOS ABATEMENT
construction area, and be cleaned up and cleared from building daily to avoid excessive
accumulation. The Contractor shall use a Wet Saw, HEPA vaccum attachments shall be PROGRESS INSPECTIONS 735 ANDERSON HILL ROAD
secured to all cutting and drilling tools used on masonry, concrete and at mortar joints. Existing PURCHASE, NY 10577
areas to be cut shall be wetted as required to minimize dust. Refer to Specification Section
015000 1.4D for additional Dust Control requirements.
Drawing Title
General Notes
(01 of 02)
Phase
60% SUBMISSION
Professional Seal & Signature Date:
N08/26/2026
R O DASNY Project No:
O I 391360/cr3
T
F
N C Consultant Project No:
CAMPUS LOCATION PLAN
T U 07299R01
NTS O R Scale:
N T
AS NOTED
S
N Drawn By:
O NP/AE/WA
C Checked By:
NS
G-001.00
Drawing Number Drawing 02 of 24

ORGANIZATION OF DRAWINGS AND SPECIFICATIONS ABBREVIATIONS RESTORATION SUMMARY
RESTORATION ASSEMBLY DETAIL (RAD) ADJACENT RAD A SS - STAINLESS STEEL
CODE DESCRIPTION UNIT BLDG 6 BLDG 5 BASE QTY. ALLOWANCE QTY. TOTAL QTY.
ABV - ABOVE STD - STANDARD
The Work of the Project comprises a series of assemblies, each graphically In some cases, one RAD may be directly adjacent to another RAD, each with its ADJ - ADJACENT STOR - STORAGE DRN 01 ROOF DRAIN REPLACEMENT EA 8 6 14 14 A TH N E D SE S D HA O L C L U B M E E U N SE TS D C FO O R N T T A H I E N IR P I O NT T E E N N D TIA ED LL P Y U S R E P N O SI S T E IV . E O I N N C FO E R T M HE ATION
illustrated by a RESTORATION ASSEMBLY DETAIL (RAD). For example: own requirements and unit costs. For example, a parapet reconstruction RAD I D N E T S E T N R D O E Y D E D P U IN R P A O S S E E C H U A R S E C M E A A N SE N D E , R T . HE DOCUMENTS SHALL BE
coping anchorage, flashing at roof drain, etc. (The examples shown are general, might indicate an adjacent railing restoration RAD (RAI 01) using the symbol AFF - ABOVE FINISH FLOOR SY - SQUARE YARD DRN 02 DRAIN LEADER REPAIRS EA 4 3 7 7 IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS
UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER TO ALTER
and not representative of this Project.) A full listing of RADs can be found in the shown below. AFG - ABOVE FINISH GRADE T FLA 01 FLASHING & FASCIA SYSTEM @ ROOF EDGE LF 675 510 1185 1185 THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE SEAL
AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE AND
RESTORATION SUMMARY. Depending on the complexity of the RAD, the detail ALUM - ALUMINUM TYP - TYPICAL FLA 02 FLASHING @ PARAPET WALL BASE LF 125 85 210 210 ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT (C) 2022
RAI 01 Consultants:
drawing will employ the elements below.
APPD - APPROVED U FLA 03 FLASHING @ PVC PIPE PENETRATION EA 9 7 16 16
Each Restoration Assembly is identified by its RAD CODE. The RAD Code is a ARCHT - ARCHITECT UON - UNLESS NOTED OTHERWISE FLA 04 FLASHING @ HVAC DUCT PENETRATION EA 4 3 7 7
14 WALL STREET
five character, alphanumeric notation. For example, the code "PPT 01" identifies ASSEM - ASSEMBLY V FLA 05 FLASHING & CURB @ SKYLIGHT LF 230 180 410 410 NEW YORK, NY 10005
TEL: 212.505.1133
a particular parapet reconstruction. The RAD symbol as shown below is used to In the example shown, the RAI 01 components would be purchased and installed
< - ANGLE VERT - VERTICAL INS 01 NEW INSULATION @ ATTIC WALL PERIMETER LF 765 580 1345 20 1365 FAX: 212.505.1726
graphically label the RAD within the drawing set. It consists of the RAD Code and as part of the railing restoration, not as part of the parapet reconstruction.
description. In some cases, a RAD encompasses more than one sheet. B VIF - VERIFY IN FIELD JNT 01 EXPANSION JOINT REPLACEMENT @ CORNER MASONRY LF 4 2 6 6
BLDG - BUILDING W
LAD 01 NEW ROOF ACCESS LADDER EA 1 1 2 2
PPT 01 PARAPET RECONSTRUCTION SIMILAR RADS BM - BEAM W/ - WITH MAS 01 CRACKED BRICK MASONRY REPAIR SF 120 55 175 50 225 S 32 U 5 IT G E O 7 L 0 D 1 STREET,
1 OF 2 BOTT - BOTTOM WT - WEIGHT BROOKLYN, NY 11201
MAS 02 DAMAGED BRICK REPLACEMENT @ COPING ANCHORS EA 40 35 75 120 195 TEL: 646.998.3677
In some cases, one RAD may be similar to another RAD. For example, a low wall
BUR - BUILT UP ROOF WWF - WELDED WIRE FABRIC
parapet reconstruction RAD (PPT 02) may have similar construction MAS 03 IN-WALL COUNTERFLASHING REPLACEMENT @ PARAPET WALL LF 125 85 210 210
The BASIC ASSEMBLY illustrates the fundamental configuration of new and requirements to those of a full height parapet reconstruction RAD (PPT 01). In C
MAS 04 MASONRY INFILL @ WALL VENT EA 8 6 14 14
existing components of the RAD. It is designated by the symbol shown below, this example, PPT 02 may only show the profile of the parapet indicating the CJ - CONTROL JOINT RESTORATION CODES
MAS 05 MASONRY REPLACEMENT @ STEEL LINTEL LF 88 48 136 80 216
and may include plan, elevation and/or section views as needed to convey the specific height requirement, and then simply refer to PPT 01 using the symbol
CF - CUBIC FEET ANC - ANCHORAGE
information. shown below. MEM 01 SBS ROOF SYSTEM WITH INSULATION SF 8500 6700 15200 15200
CL - CENTER LINE BAL - BALCONY
SIMILAR TO PPT 01 PLY 01 PLYWOOD DECK REPLACEMENT SF 8500 6700 15200 15200
BASIC ASSEMBLY CLG - CEILING BMS - BEAMS
3" = 1' PLY 02 PLYWOOD SIDING REPAIR LF 184 120 304 100 404
In this example PPT 02 inherits all requirements of PPT 01 without repeating
COL - COLUMN CHM - BRICK CHIMNEY
0" 3" 6" 12"
them. Only the required modifications for PPT 02 are explicitly indicated. The PNT 01 DEEP POINTING @ CRACKED MORTAR JOINTS LF 70 30 100 60 160
CONC - CONCRETE CLD - CLADDING
scale of PPT 02 may not necessarily match the scale of PPT 01. PNT 02 SHALLOW POINTING @ WEATHERED MORTAR JOINTS SF 20 20 40 30 70
CONT - CONTINUOUS CLN - CLEANING
In some cases, a variation of the Basic Assembly is illustrated. This is referred to
SKY 01 SKYLIGHT REPLACEMENT (ALTERNATE) EA 4 3 7 7
as an "@ CONDITION." For example, a coping RAD may include an @ CORNER D CNC - CORNICE
condition as designated by the symbol below. RAD TAG DBL - DOUBLE COA - COATING STL 01 STEEL ANGLE REPLACEMENT LF 32 0 32 12 44
TRS 01 WOOD TRUSS REPAIR EA 0 0 0 4 4
DEG - DEGREE COL - COLUMN
@ CORNER On the plan and elevation drawings, each required RAD is identified by a "RAD
3" = 1' TAG". Each RAD Tag includes the RAD Code (referencing the applicable RAD), DEPT - DEPARTMENT CON - CONCRETE PIP 01 PIPE SCAFFOLDING LS 1 0 1 1
0" 3" 6" 12" the unit of measure, and the required quantity. For example, the RAD Tag shown DTL - DETAIL COP - COPING PIP 02 PIPE SCAFFOLDING LS 0 1 1 1
An @ Condition inherits all requirements of the Basic Assembly without repeating below indicates 30 linear feet of parapet reconstruction whose RAD Code is PPT
DIA - DIAMETER COR - CORNER
them. Only required modifications for the particular condition are explicitly 01.
DIM - DIMENSION CRB - CURB
indicated. The scale of the @ Condition may not necessarily match the scale of
MOCK-UP REQUIREMENTS
the Basic Assembly. DN - DOWN DEM - DEMOLITION
DR - DOOR DOR - DOOR
DWG - DRAWING DRN - DRAIN CODE/P
The quantity indicated in the RAD Tag is approximate, and is provided for the DIMENSIONS/EXTENTS Project Key
E EIF - EIFS REFIX
In some cases, a SUBDETAIL is necessary to provide additional information Contractor's convenience only. The Contractor is responsible for verifying all
about the Basic Assembly and/or @ Condition. The additional information may quantities as indicated graphically on the drawings, and for performing the EA - EACH FAC - FACADE DRN 01 (1) location
include: an enlarged view of, or a cut through a portion of the RAD, or an indicated Work under the Base Contract. EL/ELEV - ELEVATION FLA - FLASHING FLA 01 10' Long at corner to include both brick and plywood veneer substrate
illustration or image representing a particular material or product.
ELEC - ELECTRIC FPR - FIREPROOFING FLA 02 10' Long
ENCL - ENCLOSURE FTG - FOOTING FLA 03 1 Pipe Penetration
A: SEALANT JOINT
12" = 1'
EQ - EQUAL GAR - GARAGE (GENERAL) FLA 04 1 Duct Penetration
0" 1" 2" A RAD for which quantities cannot be precisely determined until the Project is
EQUIP - EQUIPMENT GRC - GFRC FLA 05 5' Long
A Subdetail is labeled by the symbol shown above, consisting of a single letter under construction is designated by an ALLOWANCE TAG. For example, the
EXP - EXPANSION INT - INTERIOR (GENERAL) INS 01 Full cavity width between trusses and 2' wide x 1'-5" high
(e.g. A, B, C...), description (e.g. "SEALANT JOINT"), and scale. quantity of concrete deck restoration, under an existing roof membrane, cannot
be determined until the membrane has been removed. EXST - EXISTING JNT - JOINT LAD 01 One (1) Ladder
F LAD - LADDER MAS 10' long for LF item / 2' wide x 2' long for SF item
Within the context of the same RAD, the Subdetail is then referenced by its letter
FIN - FINISH LGT - LIGHT FIXTURE MEM 01 2' wide x 2' long
using the symbol shown below.
FL/FLR - FLOOR LTL - LINTEL PLY 02 4' Section of siding replacement
A G LVR - LOUVER
PNT 1' wide x 2' long for each mortar formulation and joint configuration
GA - GAUGE MAS - MASONRY
SKY 01 1 Skylight
The Allowance Tag indicates a quantity allowance that the Contractor is
GALV - GALVANIZED MEC - MECHANICAL
responsible for performing under the Base Contract. Consistent with the example
GC - GENERAL CONTRACTOR MEM - ROOFING MEMBRANE
In some cases, when a Subdetail is associated with multiple RADs, it will be above, the Allowance Tag above indicates an allowance of 300 SF of concrete
drawn once as a typical Subdetail, rather than appearing in each RAD. Typical deck restoration to be included in the Base Contract. Once the actual quantity of GL - GLASS MSC - MISCELLANEOUS REVISIONS
Subdetails are located at the end of the set of RAD drawings. Typical Subdetails Work has been determined, a Change Order will be issued, adjusting the H PAI - PAINTING Rev No Description Date:
are differentiated by the hollow arrow in their symbols, and their numerical Contract Price in accordance with the Unit Price Schedule.
HT - HEIGHT PAV - PAVING
designation (e.g., 01, 02, 03 ...) as shown below.
HORIZ - HORIZONTAL PLT - PLANT/FOLIAGE
2020 ECCCNYS NOTES - TABULAR ANALYSIS
01: SEALANT JOINT HR - HOUR PNT - POINTING
12" = 1'
L PPT - PARAPET
Energy Code Tabular Analysis
0" 1" 2"
LF - LINEAR FEET PRB - PROBE
Item Description Code Prescriptive Value Proposed Design Value Code Supporting Documentation
01 LI - LINEAR INCHES RAI - RAILING
Replace roof membrane and install continuous insulation R-value: R-30 ci, entirely above deck R-value: R-33 ci, entirely above deck ECCCNYS Table A-507
LS - LUMP SUM ROF - ROOF (GENERAL)
entirely above the roof deck R402.1.3
LT - LIGHT SHG - SHINGLES
M SHM - SHEET METAL
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 MTL - METAL SIL - SILL Install vertical cavity insulation between roof framing R-value: R-30 cavity R-value: R-38 cavity ECCCNYS Table A-504
members at the existing exterior wood framed wall R402.1.3
instances where the product occurs. In general, new materials and products in MATL - MATERIAL SIT - SITE WORK
the Drawings are shaded.
MAX - MAXIMUM SKY - SKYLIGHT
Roof Reflectance/Emittance 3yr aged Solar Reflectance: 0.55 3yr aged Solar Reflectance: 0.55 ECCCNYS Table
Client
079200 SEALANT: NT (NS) MECH - MECHANICAL SLB - SLAB (Non-Low Slope) 3yr aged Thermal Emittance: 0.75 3yr aged Thermal Emittance: 0.75 C402.4
MIN - MINIMUM SLB - SLAB 3yr aged Solar Reflectance Index: 64 3yr aged Solar Reflectance Index: 64
N SPN - SPANDREL
Incidental "spot" masonry repair or replacement: N/A N/A
In the example shown above, "SEALANT: NT (NS)" is indicated by the Product
NIC - NOT IN CONTRACT SSM - STANDING SEAM ROOF -Brick masonry pinning (See Note 1 below)
Callout, along with its reference to Specification Section 079200 where the -Brick stitching at spot locations
NO/NUM - NUMBER STA - STAIR
specific corresponding product/manufacturer information is found. -Etc. Project Title
NTS - NOT TO SCALE STL - STEEL SUNY PURCHASE OLDE COMPLEX H STREET
Reconstruction of existing cavity wall at select locations N/A N/A
Products called out in Specification Section 079200 appear as shown below: O STN - STONE & (See Note 2 below) ROOF REPLACEMENT & ASSOC. ASBESTOS ABATEMENT
OC - ON CENTER STR - STRUCTURE Replacement of exterior wythe of brick masonry at 735 ANDERSON HILL ROAD
A. Sealant: NT (NS) portions of an existing cavity wall
P STU - STUCCO PURCHASE, NY 10577
1. 795 Silicone Building Sealant Dow Corning
PART - PARTITION TER - TERRACE
2. Silpruf SCS 2000 Momentive
PAVMT - PAVEMENT TRC - TERRA COTTA
*Note 1: This item of work does not affect the energy use of the building Drawing Title
PERF - PERFORATED VLT - SIDEWALK VAULT
*Note 2: Masonry cavity walls have "drainage cavities." They do not have "framing cavities." They are therefore exempted, per Exception #4 C503.1 ECCNYS. Furthermore, introduction of insulation General Notes
PL - PLATE WIN - WINDOW within an existing cavity of limited width will inhibit drainage, and result in a potentially unsafe condition.
(02 of 02)
PROP - PROPERTY WOD - WOOD *Note 3: Air barriers shall not be required for roof recover and roof replacement where the alterations or renovations to the building do not include alterations, renovations or repairs to the remainder of
the building envelope, per Exception 7 C503.1 ECCNYS.
R
REINF - REINFORCING Phase
60% SUBMISSION
REPL - REPLACEMENT
Professional Seal & Signature Date:
RM - ROOM
N08/26/2026
S R O DASNY Project No:
O I 391360/cr3
T
SAE - SAME AS EXISTING F
C Consultant Project No:
SECT - SECTION T U 07299R01
O R
Scale:
SF - SQUARE FEET N T
AS NOTED
S
SHT - SHEET N Drawn By:
O NP/AE/WA
SI - SQUARE INCHES
C Checked By:
SIM - SIMILAR NS
G-002.00
SPEC - SPECIFICATION
Drawing Number Drawing 03 of 24

BUILDING NO.4
SERVICE
SERVICE
BLDG. #2
BLDG. #1
BUILDING NO.3
1.ON
GNIDLIUB
2.ON
GNIDLIUB
5.ON
GNIDLIUB
6.ON
GNIDLIUB
LEGEND NOTE
PROVIDE PIPE SCAFFOLDING WHERE WORK IS
SIDEWALK SHED
ALLOCATED. EXACT STAGING AND SEQUENCING
TO BE DETERMINED IN FIELD BY THE
EXTENT OF PIPE SCAFFOLDING CONTRACTOR.
AREA OF WORK
STAGING AREA
FENCE FNC 01
MAIN ENTRANCE
PARKING
LOT LAWN LAWN
PROTECTION PLAN N
1/32" = 1'
0' 8' 16' 32' 64'
"0-'51
PIP 01
42'-0" 12'-0"
PROTECT EXISTING TREES
PROVIDE GATE,
TYP.
PIP 02
"6-'33

6'-0"
"01-'781
"2-'91
"6-'42
"6-'33

"6-'42
"6-'33

"2-'31
"01-'542
12'-0" 42'-0" 6'-0"
"0-'51
"0-'51
15'-0"
"2-'91
"6-'33

"6-'42
"6-'33

"6-'42
"6-'33

"6-'42
"6-'33

"8-'72
SITE PROTECTION NOTES: THESE DOCUMENTS CONTAIN POTENTIALLY SENSITIVE INFORMATION
AND SHALL BE USED FOR THEIR INTENDED PURPOSE. ONCE THE
INTENDED PURPOSE HAS CEASED, THE DOCUMENTS SHALL BE
1. THIS DRAWING IS A CONCEPTUAL ILLUSTRATION INDICATING A MINIMUM LEVEL DESTROYED IN A SECURE MANNER.
IT IS A VIOLATION OF STATE EDUCATION LAW FOR ANY PERSON, UNLESS
OF SITE PROTECTION. FOLLOW MORE STRICT RULES TO EXTEND PERIMETER UNDER THE DIRECTION OF A LICENSED ARCHITECT/ENGINEER TO ALTER
CHAINLINK FENCE AND INSTALL OVERHEAD PROTECTION. THIS DOCUMENT IN ANYWAY. ALTERATIONS MUST HAVE THE SEAL
AFFIXED ALONG WITH A DESCRIPTION OF THE ALTERATIONS, DATE AND
ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT (C) 2022
2. (C) CONTRACTOR TO PROVIDE SITE PROTECTION. THE CONTRACTOR SHALL Consultants:
HIRE A PROFESSIONAL LICENSED ENGINEER TO DESIGN ALL COMPONENT
COMPLIANT TO ALL CODE REQUIREMENTS.
14 WALL STREET
NEW YORK, NY 10005
3. SUBMIT A SITE SAFETY PLAN INCLUDING COVERED WALKWAYS AT ALL DOORS
TEL: 212.505.1133
AND EGRESS, FENCE, SCAFFOLD, ETC. TO THE D.R. FOR REVIEW AND FAX: 212.505.1726
APPROVAL PRIOR TO COMMENCEMENT OF THE WORK. COMPLY WITH NEW
YORK STATE BUILDING CODE FOR SIDEWALK SHED/COVERED WALKWAYS.
4. UPON AWARD OF THE CONTRACT, PROVIDE THE RENTAL, MAINTENANCE,
44'-0" 325 GOLD STREET,
REPAIRS, PERMIT RENEWAL, ETC. OF THE EXISTING SIDEWALK SHEDS AND SUITE 701
FENCES. ALL BURDEN AND COSTS OF SUCH WORK ARE THE RESPONSIBILITY BROOKLYN, NY 11201
OF THE CONTRACTOR AND SHALL BE INCLUDED IN THE BASE BID. TEL: 646.998.3677
5. REMOVE SIDEWALK SHED AND TEMPORARY SITE PROTECTION AT THE
COMPLETION OF THE PROJECT.
6. PROTECT EXISTING GRASS AREAS, TREES, PLANTS, WALKWAYS AND
FIXTURES ON GROUND. RESTORE OR REPLACE ITEMS DAMAGED BY
CONTRACTOR. COST FOR ALL PROTECTION IN WORK AREA SHOULD BE PART
OF GENERAL REQUIREMENTS.
7. EGRESS AND ENTRANCES ARE TO BE MAINTAINED AT ALL TIMES. ONLY ONE
CANOPY SHALL BE WORKED ON AT ONE TIME. COORDINATE THIS WORK WITH
THE DIRECTOR'S REPRESENTATIVE.
8. POST SIGNAGE ON THE COVERED WALKWAY PROTECTION INDICATING ROOF
CONSTRUCTION WORK ABOVE.
9. PROVIDE TEMPORARY CHAINLINK FENCE AROUND STAGING AREA.
10. PROVIDE SIGNAGE FOR EGRESS PATH WHILE WORK IS IN-PROGRESS AT THE
CANOPIES.
11. THE CONTRACTOR SHALL PERFORM LAWN MAINTENANCE BY CUTTING GRASS
AND CLEANING TRASH FROM FENCED AREA. ALL FENCE GATE TO BE
MAINTAINED CLEAR OF OBSTRUCTIONS FOR EMERGENCY SERVICES.
Project Key
26'-0"
REVISIONS
Rev No Description Date:
Client
Project Title
SUNY PURCHASE OLDE COMPLEX H STREET
ROOF REPLACEMENT & ASSOC. ASBESTOS ABATEMENT
735 ANDERSON HILL ROAD
PURCHASE, NY 10577
Drawing Title
Sidewalk Shed &
Scaffolding Plan
Phase I
Phase
60% SUBMISSION
Professional Seal & Signature Date:
N08/26/2026
R O DASNY Project No:
O I 391360/cr3
T
F
C Consultant Project No:
T U 07299R01
O R
Scale:
N T
AS NOTED
S
N Drawn By:
O NP/AE/WA
C Checked By:
NS
G-003.00
Drawing Number Drawing 04 of 24

GENERAL NOTES
A. CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE,
AND FEDERAL RULES, REGULATIONS, GUIDELINES, AND THE CONTRACT DOCUMENTS.
B. ALL MATERIAL MEASUREMENTS AND/OR QUANTITIES AND LOCATIONS ARE APPROXIMATE AND FOR
GENERAL ORIENTATION ONLY. REFER TO SECTION 028200 FOR APPROXIMATE QUANTITIES AND
ABATEMENT PROCEDURES. ALL MATERIAL MEASUREMENTS AND/OR QUANTITIES AND LOCATIONS ARE
APPROXIMATE. CONTRACTOR SHALL VERIFY IN THE FIELD.
C. THE PROVISIONS OF ANY SITE-SPECIFIC VARIANCE OBTAINED BY THE CONTRACTOR MAY NOT BE
IMPLEMENTED UNTIL APPROVAL IS GIVEN BY DASNY OR THEIR REPRESENTATIVE.
D. THE LOCATION OF ANY SITE STORAGE OF MATERIAL, EQUIPMENT, AND WASTE TRAILER/DUMPSTER SHALL
BE COORDINATED WITH AND APPROVED BY DASNY OR THEIR REPRESENTATIVE.
E. CONTRACTOR IS RESPONSIBLE FOR ALL TOOLS, EQUIPMENT, AND SUPPLIES. DASNY OR THEIR
REPRESENTATIVE WILL NOT BE RESPONSIBLE FOR LOST OR STOLEN ITEMS.
F. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE WORK AREA IN A CLEAN AND SAFE CONDITION.
CONTRACTOR SHALL ENSURE THAT UNCERTIFIED PERSONNEL OR UNAUTHORIZED VISITORS DO NOT
ENTER ACTIVE WORK AREAS AT ANY TIME.
SKYLIGHT SKYLIGHT SKYLIGHT G. THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, LIFTS, ETC. REQUIRED TO ACCESS AND REMOVE
ALL MATERIALS.
H. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY PROTECTION TO KEEP THE BUILDING IN
A WATERTIGHT CONDITION AND TO PREVENT UNAUTHORIZED ACCESS AT ALL TIMES DURING THE
DURATION OF THE PROJECT. REPAIR OF DAMAGE CAUSED AS A RESULT OF IMPROPER TEMPORARY
PROTECTION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
I. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION REQUIRED TO ACCESS AND ABATE
MATERIALS SCHEDULED FOR REMOVAL.
J. ALL ASBESTOS-CONTAINING MATERIAL SHALL BE PROPERLY PACKAGED PRIOR TO BEING REMOVED FROM
THE WORK AREA(S). GENERATOR LABELS SHALL BE APPLIED TO THE ASBESTOS WASTE BAGS. ALL
ASBESTOS MATERIALS THAT ARE REMOVED FROM THE WORK AREA(S) SHALL BE ACCOMPANIED BY A
WASTE SHIPMENT RECORD. COMPLETED WASTE SHIPMENT RECORDS MUST BE PROVIDED TO THE DASNY
AS PART OF THE CLOSEOUT DOCUMENTATION. ALL ORIGINAL WASTE SHIPMENT RECORDS MUST BE
PROVIDED WITHIN 35 DAYS OF THE WASTE LEAVING THE SITE.
ROOF HAZARDOUS MATERIALS REMOVAL PLAN
K. THE THIRD PARTY ON-SITE MONITOR SHALL SIGN ALL HAZARDOUS WASTE AND NON-HAZARDOUS WASTE
1/8" = 1'
MANIFESTS, SHIPPING PAPERS, BILLS OF LADING AND OTHER WASTE SHIPMENT RECORDS. CONTRACTOR
N
SHALL PROVIDE ALL COPIES WITH ALL SECTIONS COMPLETELY FILLED IN AND READY TO BE SIGNED A
MINIMUM OF 48 HOURS PRIOR TO SCHEDULED REMOVAL FROM THE SITE.
0' 5' 10' 20'
L. THE DISTURBANCE OF ANY ASBESTOS-CONTAINING MATERIAL, OR SUSPECT MATERIAL, SHALL BE
PERFORMED BY A LICENSED ASBESTOS ABATEMENT CONTRACTOR.
M. IF ANY ASBESTOS AND/OR SUSPECT MATERIAL IS IDENTIFIED AND/OR DISTURBED DURING CONSTRUCTION,
ALL OPERATIONS SHALL CEASE AND DASNY OR THEIR REPRESENTATIVE SHALL BE NOTIFIED FOR FURTHER
AA-3 DIRECTION. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR COLLECT AND/OR ANALYZE BULK
SAMPLES OF SUSPECT MATERIALS WITHOUT THE APPROVAL OF DASNY OR THEIR REPRESENTATIVE.
N. THE BUILDING IS A COLLEGE FACILITY. THE ABATEMENT CONTRACTOR IS TO COORDINATE PHASING,
ACCESS AND ABATEMENT ACTIVITIES WITH THE DASNY AND FACILITY STAFF TO ALLOW FOR NORMAL
BUILDING OPERATIONS TO CONTINUE AND NOT BE ADVERSELY AFFECTED BY THE WORK WHILE
COMPLYING WITH REQUIREMENTS OF ICR 56.
LEAD AWARENESS NOTES
1. ALL CONTRACTORS ARE ADVISED THAT THE WORK OF THE CONTRACT MAY IMPOSE CERTAIN OBLIGATIONS
AND REQUIREMENTS BY THE US DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REGULATIONS, TITLE 29 CFR 1926.62 "LEAD EXPOSURE IN CONSTRUCTION",
RELATIVE TO THE POTENTIAL EXPOSURE TO LEAD BY ITS EMPLOYEES. DASNY SPECIFICATION SECTION 02
83 10 IS PROVIDED IN THE CONTRACT DOCUMENTS TO PROVIDE ADDITIONAL GUIDANCE TO THE
CONTRACTOR AND OWNER'S ENVIRONMENTAL CONSULTANT. THE CONTRACTOR ASSUMES ENTIRE
RESPONSIBILITY AND LIABILITY FOR COMPLYING FULLY IN ALL RESPECTS WITH THESE REGULATIONS AND
THE CONTRACT DOCUMENTS. ADDITIONALLY, IF THE CONTRACTOR GENERATES POTENTIAL LEAD
HAZARDOUS WASTE THROUGH THE COURSE OF THIS PROJECT, THEN THE WASTE GENERATED SHALL BE
PROPERLY HANDLED, STORED AND ANALYZED FOR APPROPRIATE WASTE DISPOSAL AS PER USEPA RCRA
REGULATIONS (SEE DASNY SPECIFICATION SECTION 02 86 00 FOR HAZARDOUS WASTE DISPOSAL
REQUIREMENTS, IF NECESSARY). ALL WASTE TESTING MUST BE PERFORMED BY THE OWNER'S
ENVIRONMENTAL CONSULTANT. THE CONTRACTOR SHALL COORDINATE WITH DASNY AND THE
ENVIRONMENTAL CONSULTANT ACCORDINGLY.
THE FOLLOWING MATERIALS WERE IDENTIFIED TO BE COATED WITH LEAD-CONTAINING PAINT (LCP):
* BROWN METAL WINDOW FRAMES AND LINTELS AT BUILDINGS 5 AND 6.
* ORANGE AND BLUE WOOD SIDING AT BUILDINGS 5 AND 6.
ASBESTOS ABATEMENT NOTES
AA-1 CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF THE ASBESTOS-CONTAINING FLASHING
TAR AND ASSOCIATED FLASHING MEMBRANE BEHIND THE ROOF PARPET AT BUILDINGS 5.
CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING THE BRICK TO ACCESS AND REMOVE THE
FLASHING TAR AND MEMBRANE. THE TOTAL APPROXIMATE QUANTITY OF FLASHING TAR AND
MEMBRANE TO BE REMOVED IS 300 SF.
AA-2 CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF THE ASBESTOS-CONTAINING FLASHING
TAR AND MEMBRANE AROUND THE CURBS OF THE SKYLIGHTS AT BUILDINGS 5 AND 6. CONTRACTOR
SHALL BE REPOSNIBLE FOR ALL DEMOLITION REQUIRED TO ACCESS AND REMOVE THE FLASHING TAR
AND MEMBRANE. THE TOTAL APPROXIMATE QUANTITY OF THE WATERPROOFING MEMBRANE TO BE
REMOVED IS 420 SQUARE FEET.
AA-3 CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF THE ASBESTOS-CONTAINING FLASHING
TAR AND MEMBRANE FROM THE FACADE BACKUP WALLS AT BUILDINGS 5 AND 6. CONTRACTOR SHALL
BE REPOSNIBLE FOR REMOVING THE BRICK TO ACCESS AND REMOVE THE FLASHING TAR AND
MEMBRANE. CONTRACTOR IS RESPONSIBLE FOR PROTECTING THE EXISTING WINDOWS. THE TOTAL
APPROXIMATE QUANTITY OF THE FLASHING TAR AND MEMBRANE TO BE REMOVED IS 2,550 SF.
IKSWEZCRUK
ELOCIN
|
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|
GWD.H_06206202\BSA\DDAC
.81\TS
H
,ESAHCRUP
YNUS
06206202\6202\:R
AA-1 AA-1
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.
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 DESCRIPTION OF THE ALTERATIONS, DATE AND
ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT (C) 2022
Consultants:
14 WALL STREET
NEW YORK, NY 10005
TEL: 212.505.1133
FAX: 212.505.1726
325 GOLD STREET,
SUITE 701
BROOKLYN, NY 11201
TEL: 646.998.3677
AA-2 AA-2 AA-2
BUILDING #5
AA-3 AA-3 AA-3
Project Key
REVISIONS
Rev No Description Date:
WEST ELEVATION HAZARDOUS MATERIALS REMOVAL PLAN
1/8" = 1'
N
BUILDING #5
0' 5' 10' 20'
Client
THE STATE UNIVERSITY
The State University
of New York OF NEW YORK
353 BROADWAY
ALBANY, NY 12207
Project Title
SUNY PURCHASE OLDE COMPLEX H STREET
ROOF REPLACEMENT & ASSOC. ASBESTOS ABATEMENT
735 ANDERSON HILL ROAD
PURCHASE, NY 10577
Drawing Title
BUILDING #5 ROOF AND FACADE
ELEVATIONS HAZARDOUS
MATERIALS REMOVAL PLAN
Phase
60% SUBMISSION
Professional Seal & Signature Date:
N07/17/2026
R O DASNY Project No:
O I 391360/cr3
T
F
C Consultant Project No:
T U 07299R01
O R
Scale:
N T
AS NOTED
S
N Drawn By:
O NP/WA
C Checked By:
NS
H-100.00
Drawing Number Drawing ### of 22

ROOF HAZARDOUS MATERIALS REMOVAL PLAN
1/8" = 1'
N
0' 5' 10' 20'
AA-3 GENERAL NOTES
A. CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE,
AND FEDERAL RULES, REGULATIONS, GUIDELINES, AND THE CONTRACT DOCUMENTS.
TOP OF COPING B. ALL MATERIAL MEASUREMENTS AND/OR QUANTITIES AND LOCATIONS ARE APPROXIMATE AND FOR
GENERAL ORIENTATION ONLY. REFER TO SECTION 028200 FOR APPROXIMATE QUANTITIES AND
ABATEMENT PROCEDURES. ALL MATERIAL MEASUREMENTS AND/OR QUANTITIES AND LOCATIONS ARE
APPROXIMATE. CONTRACTOR SHALL VERIFY IN THE FIELD.
C. THE PROVISIONS OF ANY SITE-SPECIFIC VARIANCE OBTAINED BY THE CONTRACTOR MAY NOT BE
IMPLEMENTED UNTIL APPROVAL IS GIVEN BY DASNY OR THEIR REPRESENTATIVE.
SECOND FLOOR
D. THE LOCATION OF ANY SITE STORAGE OF MATERIAL, EQUIPMENT, AND WASTE TRAILER/DUMPSTER SHALL
FINISH FLR
BE COORDINATED WITH AND APPROVED BY DASNY OR THEIR REPRESENTATIVE.
E. CONTRACTOR IS RESPONSIBLE FOR ALL TOOLS, EQUIPMENT, AND SUPPLIES. DASNY OR THEIR
REPRESENTATIVE WILL NOT BE RESPONSIBLE FOR LOST OR STOLEN ITEMS.
ENTRANCE FLOOR F. CONTRACTOR IS RESPONSIBLE FOR KEEPING THE WORK AREA IN A CLEAN AND SAFE CONDITION.
FINISH FLR CONTRACTOR SHALL ENSURE THAT UNCERTIFIED PERSONNEL OR UNAUTHORIZED VISITORS DO NOT
ENTER ACTIVE WORK AREAS AT ANY TIME.
G. THE CONTRACTOR SHALL PROVIDE ALL SCAFFOLDING, LIFTS, ETC. REQUIRED TO ACCESS AND REMOVE
ALL MATERIALS.
H. THE CONTRACTOR IS RESPONSIBLE FOR PROVIDING TEMPORARY PROTECTION TO KEEP THE BUILDING IN
A WATERTIGHT CONDITION AND TO PREVENT UNAUTHORIZED ACCESS AT ALL TIMES DURING THE
DURATION OF THE PROJECT. REPAIR OF DAMAGE CAUSED AS A RESULT OF IMPROPER TEMPORARY
PROTECTION WILL BE THE RESPONSIBILITY OF THE CONTRACTOR.
I. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL DEMOLITION REQUIRED TO ACCESS AND ABATE
MATERIALS SCHEDULED FOR REMOVAL.
J. ALL ASBESTOS-CONTAINING MATERIAL SHALL BE PROPERLY PACKAGED PRIOR TO BEING REMOVED FROM
THE WORK AREA(S). GENERATOR LABELS SHALL BE APPLIED TO THE ASBESTOS WASTE BAGS. ALL
ASBESTOS MATERIALS THAT ARE REMOVED FROM THE WORK AREA(S) SHALL BE ACCOMPANIED BY A
WASTE SHIPMENT RECORD. COMPLETED WASTE SHIPMENT RECORDS MUST BE PROVIDED TO THE DASNY
AS PART OF THE CLOSEOUT DOCUMENTATION. ALL ORIGINAL WASTE SHIPMENT RECORDS MUST BE
PROVIDED WITHIN 35 DAYS OF THE WASTE LEAVING THE SITE.
K. THE THIRD PARTY ON-SITE MONITOR SHALL SIGN ALL HAZARDOUS WASTE AND NON-HAZARDOUS WASTE
MANIFESTS, SHIPPING PAPERS, BILLS OF LADING AND OTHER WASTE SHIPMENT RECORDS. CONTRACTOR
SHALL PROVIDE ALL COPIES WITH ALL SECTIONS COMPLETELY FILLED IN AND READY TO BE SIGNED A
MINIMUM OF 48 HOURS PRIOR TO SCHEDULED REMOVAL FROM THE SITE.
L. THE DISTURBANCE OF ANY ASBESTOS-CONTAINING MATERIAL, OR SUSPECT MATERIAL, SHALL BE
PERFORMED BY A LICENSED ASBESTOS ABATEMENT CONTRACTOR.
M. IF ANY ASBESTOS AND/OR SUSPECT MATERIAL IS IDENTIFIED AND/OR DISTURBED DURING CONSTRUCTION,
ALL OPERATIONS SHALL CEASE AND DASNY OR THEIR REPRESENTATIVE SHALL BE NOTIFIED FOR FURTHER
DIRECTION. UNDER NO CIRCUMSTANCES SHALL THE CONTRACTOR COLLECT AND/OR ANALYZE BULK
SAMPLES OF SUSPECT MATERIALS WITHOUT THE APPROVAL OF DASNY OR THEIR REPRESENTATIVE.
N. THE BUILDING IS A COLLEGE FACILITY. THE ABATEMENT CONTRACTOR IS TO COORDINATE PHASING,
ACCESS AND ABATEMENT ACTIVITIES WITH THE DASNY AND FACILITY STAFF TO ALLOW FOR NORMAL
BUILDING OPERATIONS TO CONTINUE AND NOT BE ADVERSELY AFFECTED BY THE WORK WHILE
COMPLYING WITH REQUIREMENTS OF ICR 56.
LEAD AWARENESS NOTES
1. ALL CONTRACTORS ARE ADVISED THAT THE WORK OF THE CONTRACT MAY IMPOSE CERTAIN OBLIGATIONS
AND REQUIREMENTS BY THE US DEPARTMENT OF LABOR OCCUPATIONAL SAFETY AND HEALTH
ADMINISTRATION (OSHA) REGULATIONS, TITLE 29 CFR 1926.62 "LEAD EXPOSURE IN CONSTRUCTION",
RELATIVE TO THE POTENTIAL EXPOSURE TO LEAD BY ITS EMPLOYEES. DASNY SPECIFICATION SECTION 02
83 10 IS PROVIDED IN THE CONTRACT DOCUMENTS TO PROVIDE ADDITIONAL GUIDANCE TO THE
CONTRACTOR AND OWNER'S ENVIRONMENTAL CONSULTANT. THE CONTRACTOR ASSUMES ENTIRE
ASBESTOS ABATEMENT NOTES
RESPONSIBILITY AND LIABILITY FOR COMPLYING FULLY IN ALL RESPECTS WITH THESE REGULATIONS AND
THE CONTRACT DOCUMENTS. ADDITIONALLY, IF THE CONTRACTOR GENERATES POTENTIAL LEAD
AA-1 CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF THE ASBESTOS-CONTAINING FLASHING TAR AND ASSOCIATED FLASHING MEMBRANE BEHIND THE ROOF HAZARDOUS WASTE THROUGH THE COURSE OF THIS PROJECT, THEN THE WASTE GENERATED SHALL BE
PARPET AT BUILDINGS 5. CONTRACTOR SHALL BE RESPONSIBLE FOR REMOVING THE BRICK TO ACCESS AND REMOVE THE FLASHING TAR AND MEMBRANE. THE PROPERLY HANDLED, STORED AND ANALYZED FOR APPROPRIATE WASTE DISPOSAL AS PER USEPA RCRA
TOTAL APPROXIMATE QUANTITY OF FLASHING TAR AND MEMBRANE TO BE REMOVED IS 300 SF. REGULATIONS (SEE DASNY SPECIFICATION SECTION 02 86 00 FOR HAZARDOUS WASTE DISPOSAL
REQUIREMENTS, IF NECESSARY). ALL WASTE TESTING MUST BE PERFORMED BY THE OWNER'S
AA-2 CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF THE ASBESTOS-CONTAINING FLASHING TAR AND MEMBRANE AROUND THE CURBS OF THE SKYLIGHTS ENVIRONMENTAL CONSULTANT. THE CONTRACTOR SHALL COORDINATE WITH DASNY AND THE
AT BUILDINGS 5 AND 6. CONTRACTOR SHALL BE REPOSNIBLE FOR ALL DEMOLITION REQUIRED TO ACCESS AND REMOVE THE FLASHING TAR AND MEMBRANE. THE ENVIRONMENTAL CONSULTANT ACCORDINGLY.
TOTAL APPROXIMATE QUANTITY OF THE WATERPROOFING MEMBRANE TO BE REMOVED IS 420 SQUARE FEET.
THE FOLLOWING MATERIALS WERE IDENTIFIED TO BE COATED WITH LEAD-CONTAINING PAINT (LCP):
AA-3 CONTRACTOR SHALL REMOVE AND PROPERLY DISPOSE OF THE ASBESTOS-CONTAINING FLASHING TAR AND MEMBRANE FROM THE FACADE BACKUP WALLS AT
BUILDINGS 5 AND 6. CONTRACTOR SHALL BE REPOSNIBLE FOR REMOVING THE BRICK TO ACCESS AND REMOVE THE FLASHING TAR AND MEMBRANE. CONTRACTOR * BROWN METAL WINDOW FRAMES AND LINTELS AT BUILDINGS 5 AND 6.
IS RESPONSIBLE FOR PROTECTING THE EXISTING WINDOWS. THE TOTAL APPROXIMATE QUANTITY OF THE FLASHING TAR AND MEMBRANE TO BE REMOVED IS 2,550 * ORANGE AND BLUE WOOD SIDING AT BUILDINGS 5 AND 6.
SF.
IKSWEZCRUK
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,ESAHCRUP
YNUS
06206202\6202\:R
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.
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 DESCRIPTION OF THE ALTERATIONS, DATE AND
ARCHITECT'S/ENGINEER'S SIGNATURE. COPYRIGHT (C) 2022
Consultants:
14 WALL STREET
NEW YORK, NY 10005
TEL: 212.505.1133
FAX: 212.505.1726
325 GOLD STREET,
SUITE 701
AA-2 AA-2 AA-2 AA-2 BROOKLYN, NY 11201
TEL: 646.998.3677
BUILDING #6
AA-3 AA-3
Project Key
EAST ELEVATION HAZARDOUS MATERIALS REMOVAL PLAN
1/8" = 1'
N
REVISIONS BUILDING #6
0' 5' 10' 20' Rev No Description Date:
AA-3
AA-3 AA-3
Client
THE STATE UNIVERSITY
The State University
of New York OF NEW YORK
353 BROADWAY
ALBANY, NY 12207
Project Title
SUNY PURCHASE OLDE COMPLEX H STREET
ROOF REPLACEMENT & ASSOC. ASBESTOS ABATEMENT
EAST ELEVATION HAZARDOUS MATERIALS REMOVAL PLAN 735 ANDERSON HILL ROAD
PURCHASE, NY 10577
1/8" = 1'
N
BUILDING #6
0' 5' 10' 20'
Drawing Title
BUILDING #6 ROOF AND FACADE
ELEVATIONS HAZARDOUS
MATERIALS REMOVAL PLAN
Phase
60% SUBMISSION
Professional Seal & Signature Date:
N07/17/2026
R O DASNY Project No:
O I 391360/cr3 T
F C Consultant Project No:
T U 07299R01
O R
Scale: N T
AS NOTED
S
N Drawn By:
O NP/WA
C Checked By:
NS
H-101.00
Drawing Number Drawing ### of 22