design and construction group the governor nelson … 02_chpe .pdf · updated 07/28/2015 printed...

Updated 07/28/2015

Printed 07/26/2018 of 5 Project No. 45558-C, H, P, E

DESIGN AND CONSTRUCTION GROUP THE GOVERNOR NELSON A. ROCKEFELLER

EMPIRE STATE PLAZA ALBANY, NY 12242

ADDENDUM NO. 2 TO PROJECT NO. 45558-C, H, P, E

CONSTRUCTION, HVAC, PLUMBING, AND ELECTRICAL WORK

PROVIDE LAUNDRY ROOM & DAY ROOM

BUILDING 504

CAMP SMITH TRAINING SITE

CORTLANDT MANOR, NY 10567

July 26, 2018

NOTE: This Addendum forms a part of the Contract Documents. Insert it in the Project Manual.

Acknowledge receipt of this Addendum in the space provided on the Bid Form.

CONSTRUCTION WORK SPECIFICATIONS

1. Page 101423-2, Paragraph 2.01 C 2: Delete this Subparagraph in its entirety and replace with:

“2. Tactile Characters to comply with ADA and ANSI requirements.”

2. Page 101423-2, Paragraph 2.01 E: Add the following Subparagraph:

“5. Size: 6 inches wide by 6 inches high.”

3. SECTION 310000 EARTHWORK: Add the accompanying Section (pages 310000-1 thru

310000-9) to the Project Manual.

HVAC WORK SPECIFICATIONS

4. Page 089100-2, Paragraph 2.02 A: Delete this Paragraph in its entirety and replace with:

“A. Provide sheet metal blank off panel with 2-inch thick aluminum skin insulated sandwich

panel attached to louver with gasket and anchor to wall.”

5. Page 237313-1, Paragraph 1.01 A: Delete this Paragraph in its entirety and replace with:

“A. Wiring for Motors and Motor Controllers: Section 260523”

6. Page 237313-3, Paragraph 2.02 C 4d: Delete this Subparagraph in its entirety.

7. Page 238113-1, Paragraph 1.01 E: Delete this Subparagraph in its entirety.

ADDENDUM NO. 2 TO PROJECT NO. 45558-C, H, P, E July 26, 2018

Updated 07/28/2015


PLUMBING WORK SPECIFICATIONS

8. Page 211313-4, Paragraph 2.02 A 1: Delete this Subparagraph in its entirety and replace with:

“1. Upright or Pendent Quick Response Type: Deflector designed to distribute water

downward in a uniform hemisphereical spray pattern.”

ELECTRICAL WORK SPECIFICATIONS

9. SECTION 260519 WIRING, GENERAL – 600 VOLTS AND UNDER (pages 260519-1 thru

260519-13) accompanies this Addendum and supersedes the same numbered originally issued

specification.

10. Page 256110-1, SECTION 265110: Delete this Section number in its entirety and replace with

the following:

“SECTION 265160”

11. Page 262726-2, PART 2 PRODUCTS: Add the following Paragraph:

“2.06 WAPs

A. WAP: Cisco Aironet 2800i Access Point. 802.11ac Wave 2 standard. Include a

Cisco 5 Seat License Pack. This is the basis of design; substitutions are not

permitted.”

12. Page 262726-3, Paragraph 3.01: Add the following Subparagraph:

“G. WAPs:

1. Install per the manufacturer’s instructions.

2. Coordinate with the Director’s Representative for testing and system

integration.”

13. Page 283105-1, Paragraph 1.01: Delete this Paragraph in its entirety.

14. Page 283105-6, Paragraph 2.04 B: Delete this Paragraph in its entirety.

CONSTRUCTION WORK DRAWINGS

15. Drawing No. G-004, CONSTRUCTION FACILITY NOTES, Note 8: Delete this note in its

entirety and replace with the following:

“8. STAGING AREA (APPROXIMATELY 60' x 90') PROVIDED WITH A TEMPORARY

FENCE ENCLOSURE WITH 6-INCH TYPE 2 SUBBASE OVER FILTER FABRIC.

RESTORE LAWN AFTER COMPLETION OF THE PROJECT. COORDINATE

FINAL SIZE AND LOCATION WITH DIRECTOR'S REPRESENTATIVE.”

16. Drawing No. H-101:

a. BASEMENT ABATEMENT PLAN KEYED NOTES, Note 3: Delete this Note in its

entirety and replace with the following:

“3. ACM HAS BEEN IDENTIFIED IN THIS AREA. CONTRACTOR SHALL

EXERCISE CAUTION WHEN WORKING AROUND ACM. ANY

INCIDENTAL DISTURBANCE SHALL BE IMMEDIATELY BROUGHT TO


Updated 07/28/2015


THE ATTENTION OF THE DIRECTOR'S REPRESENTATIVE AND

ENVIRONMENTAL CONSULTANT, AND THE AREA SHALL BE

VACATED BY ALL WORKERS.”

b. BASEMENT FLOOR PLAN, EXIST STORAGE ROOM B-5: Delete Keyed Note 3

from this room.

c. BASEMENT FLOOR PLAN, EXIST LATRINE B-14: Add Keyed Note 3 in this room.

17. Drawing No. A-103, FURNITURE AND EQUIPMENT PLAN KEYED NOTES, Note 4: Delete

this note in its entirety and replace with the following:

“4. UTILITY SHELF WITH MOP/BROOM HOLDERS PROVIDED BY C-CONTRACT.”

18. Revised Drawings:

a. Drawing Nos. S-101, A-001, A-101, A-102, A-104, A-401, A-501, and A-601, noted

“REVISED DRAWING 07/24/18” accompany this Addendum and supersedes the same

numbered originally issued drawing.

HVAC WORK DRAWINGS

19. Drawing No. M-103, noted “REVISED DRAWING 07/23/2018” accompanies this Addendum

and supersedes the same numbered originally issued drawing.

PLUMBING WORK DRAWINGS

20. Drawing Nos. F-101 and F-200, noted “REVISED DRAWING 07/24/2018” accompanies this

Addendum and supersedes the same numbered originally issued drawing.

ELECTRICAL WORK DRAWINGS

21. Drawing No. E-102:

a. KEYNOTES, Note 3: Delete this Note in its entirety and replace with the following:

“3. A/V ENCLOSURE 16”WIDE X 24”HIGH X 12” DEEP WITH LOCKABLE

HINGED DOOR. COLOR OF ENCLSURE SHALL BE DETERMINED BY

THE DIRECTOR’S REPRESENTATIVE. COORDINATE EXACT

LOCATION WITH DIRECTOR’S REPRESENTATIVE.

a. PROVIDE 2” EMT FROM CABINET TO 1ST-FLOOR COMM

ROOM, ROOM 1-3.

b. PROVIDE 1” EMT FROM COMM ROOM, ROOM 1-3 TO ROOF AT

A LOCATION DETERMINED BY THE DIRECTOR’S

REPRESENTATIVE.

c. PROVIDE 1” EMT FROM CABINET TO THE NORTH END TV

LOCATION OF B-9 AND B-11, PROVIDE J-BOX FOR TV OUTLET

i. CONTINUE THE CONDUIT TO THE MIDDLE OF EACH

ROOM FOR A DATA OUTLET (WAP).

ii. THE TV OUTLETS SHALL BE 60” AFF.

iii. PROVIDE TV OUTLET & JACKS FOR CAT 6 & COAX IN

SAME JUNCTION BOXES.


Updated 07/28/2015


d. J-BOXES AT OUTLET LOCATIONS SHALL BE SURFACE TYPE

METAL BOXES.

e. PROVIDE WAP PLACED IN CENTER OF DAY ROOM CEILING

B-11. PROVIDE CAT 6 IN 3/4” C TO IDF IN FIRST FLOOR COMM

ROOM 1-3. PROVIDE WAP PLACED IN CENTER OF GAME ROOM

B-9. PROVIDE CAT 6 IN 3/4” C TO MDF IN ROOF B-4. PROVIDE A

NETWORK CABLE FROM THE PATCH PANEL TO THE SWITCH

AND A CAT 6 PATCH PANEL. PROVIDE A 5 SEAT LICENSE

PACK AND CISCO ACCESS POINT MODEL 2800I WHICH WILL

WORK WITH A CISCO WIRELESS LAN CONTROLLER MODEL

5508.

f. PROVIDE A CAT 6 AND TV GRADE COAX CABLE RUN FROM

THE TV LOCATIONS TO THE A/V ENCLOSURE.

g. PROVIDE A CAT 6 AND TV GRADE COAX CABLE RUN FROM

THE A/V ENCLOSURE TO THE FIRST FLOOR COMM ROOM,

ROOM 1-3.

h. ALL CAT 6 AND COAX CABLES SHALL BE TERMINATED WITH

CONNECTOR ON BOTH ENDS OF EACH.

i. PROVIDE A DUPLEX RECEPTACLE IN THE A/V CABINET FROM

THE PROPOSED CONVENIENCE WIREMOLD CIRCUITS.”

b. KEYNOTES, Note 6: Delete this note in its entirety and replace with the following:

“6. PROVIDE SINGLE DATA OUTLET AT HEIGHT INDICATED.

COORDINATE WITH DIRECTOR’S REPRESENTATIVE ON THE TYPE OF

“DATA OUTLET MOUNTING DEVICE” FOR THE DIRECTOR’S

REPRESENTATIVE SUPPLIED IP PHONE. THE DATA CABLE FROM

THIS DATA OUTLET WILL BE ROUTED TO COMM ROOM 1-3. THE

DIRECTOR’S REPRESENTATIVE WILL ARRANGE FOR THE IP PHONE

SET TO BE INSTALLED AND PROGRAMMED.”

c. BASEMENT FLOOR PLAN, EXIST ELEC. ROOM B-3: Delete Keyed Note 3 in this

room.

d. BASEMENT FLOOR PLAN, EXIST BOILER ROOM B-6: Add Keyed Note 8 to

ERV-1 in this room.

e. BASEMENT FLOOR PLAN, MECH ROOM B-18: Add Keyed Note 8 to

MAU-1 and EF-1in this room.

f. BASEMENT FLOOR PLAN, East side of building: Add Keyed Note 8 to HP-1 and

HP-2 outside.

g. BASEMENT FLOOR PLAN, GAME ROOM B-9: Delete Keyed Note 3 in this room

and add Keyed Note 8 to FCU-1 in this room.

h. BASEMENT FLOOR PLAN, DAY ROOM B-11: Delete Keyed Note 3 in this room and

add Keyed Note 8 to FCU-2 in this room.

i. BASEMENT FLOOR PLAN, EXIST BOILER ROOM B-6: Delete Keyed Note 9 at

ERV-1 circuit and replace with “DP-LNDRY” circuit.


Updated 07/28/2015


22. Drawing No. E-103:

a. KEYNOTES, Note 1: Delete this note in its entirety and replace with the following:

“1. INSTALL LUMINARIES FROM SURPLUS FROM REMOVALS.

COORDINATE LOCATION WITH DIRECTOR’S REPRESENTATIVE

AFTER MECHANICAL EQUIPMENT IS INSTALLED. PROVIDE UNIT

STRUT AS REQUIRED TO MOUNT LUMINARIES. LOCATE LUMINARIES

SO THEY DO NOT OBSTRUCT ROOM DOOR OR MECHANICAL

EQUIPMENT FOR MAINTENANCE.”

b. KEYNOTES, Note 5: Delete this note in its entirety and replace with the following:

“5. RE-CIRCUIT FOR SWITCHING AT THE 2 DOORS. SEE SHEET E-200

LIGHTING CONTROLS SCHEDULE FOR LIGHTING CONTROLS. SEE

SHEET E-200 LIGHTING CONTROLS SCHEDULE FOR REQUIRED

EQUIPMENT FOR EACH ROOM.”

23. Drawing No. E-104, NOTES, Note 1: Delete this note in its entirety and replace with the

following:

“1. PROPOSED & RELOCATED DEVICES & APPLIANCES WILL BE ADDED OR

MAINTAINED ON THE EXISTING IDC & NAC CIRCUITS UNLESS THE

CIRCUITS HAVE REACHED THEIR APPLIANCE, DEVICE, OR FUNCTIONAL

LIMITS. PROVIDE ADDITIONAL CIRCUITS IF REQUIRED TO MEET THE

REQUIREMENTS OF THE DRAWINGS. PROVIDE THE SLC CIRCUIT FOR THE

FIRE PROTECTION INITIATION DEVICES IN THE BOILER ROOM. PROVIDE A

COMPLETE SET OF SHOP DRAWINGS WHICH MEET THE REQUIREMENTS OF

NFPA 72 PRIOR TO ANY WORK OR MODIFICATION OF THE FIRE ALARM

SYSTEM. THESE WILL BE SEALED AND SIGNED BY A NYS LICENSED

ENGINEER AND INCLUDE THE SYSTEM AND CIRCUITS AFFECTED BY

ADDITIONS OR CHANGES AS WELL AS LOADING, AND VOLTAGE DROP

CALCULATIONS INCLUDING ANY PROVIDED CIRCUITS. ALL ADDITIONAL

REQUIRED EQUIPMENT (HEADEND, BATTERIES, CIRCUITS, DEVICES,

APPLIANCES), AND LABOR TO MEET THE REQUIREMENTS OF THE

DRAWINGS SHALL BE INCLUDED IN THIS CONTRACT. THE CONTRACTOR IS

ENCOURAGED TO SEEK EXISTING CONDITIONS INFORMATION FROM THE

FIRE ALARM MAINTENANCE CONTRACTOR OF RECORD, RED HAWK, 6

SKYLINE DRIVE, HAWTHORNE, NY 10532, 914-769-8900. THE FIRE ALARM

MAINTENANCE CONTRACTOR SHALL ALSO BE USED FOR APPROVAL OF FA

WORK, WORK ON THE FACU, FINAL CONNECTIONS OF DEVICES,

APPLIANCES, AND TESTING WHICH SHALL BE SUBMITTED TO THE

DIRECTOR’S REPRESENTATIVE FOR APPROVAL. AT NO TIME SHALL THE

ELECTRICAL CONTRACTOR JEOPARDIZE THE EXISTING MAINTENANCE

CONTRACT FOR THIS FIRE ALARM SYSTEM.”

END OF ADDENDUM

Erik T. Deyoe, P.E.

Director, Division of Design

Design & Construction

Updated 12/15/2010

Printed 07/25/2018 310000 - 1 Project No. 45558-C

SECTION 310000

EARTHWORK

PART 1 GENERAL

1.01 RELATED WORK SPECIFIED ELSEWHERE

A. Construction Facilities & Temporary controls: Section 015000.

1.02 DEFINITIONS

A. The following terms shall have the meanings ascribed to them in this Article,

wherever they appear in this Section.

1. Earth Excavation: The removal of all surface material not classified as

rock (as defined below).

2. Rock: Limestone, sandstone, shale, granite, and similar material in solid

beds or masses in its original or stratified position which can be removed

only by blasting operations, drilling, wedging, or use of pneumatic tools,

and boulders with a volume greater than 1.0 cu yd. Concrete building

foundations and concrete slabs, not indicated, with a volume greater than

1.0 cu yd shall be classified as rock.

a. Limestone, sandstone, shale, granite, and similar material in a

broken or weathered condition which can be removed with an

excavator or backhoe equipped with a bucket with ripping teeth

or any other style bucket shall be classified as earth excavation.

b. Masonry building foundations, whether indicated or not, shall be

classified as earth excavation.

3. Subgrade Surface: Surface upon which subbase is placed.

4. Structures: Buildings, footings, foundations, retaining walls, slabs,

tanks, mechanical and electrical appurtenances, or other man-made

stationary features constructed above or below the ground surface.

5. Landscaped Areas: Areas not covered by structures, walks, roads,

paving, or parking.

6. Unauthorized Excavation: The removal of material below required

elevation indicated on the Drawings or beyond lateral dimensions

indicated or specified without specific written direction by the Director’s

Representative.

1.03 SUBMITTALS

A. Product Data:

1. Filter Fabric: Manufacturer’s catalog sheets, specifications, and

installation instructions.

Updated 12/15/2010


B. Samples: Submit samples as follows. Take the samples in the presence of the

Director’s Representative, and submit to the Directors Representative the

laboratory test results for gradation, proctors and soundness tests, when required.

These tests shall be performed in accordance with ASTM standards, shall be

performed and signed by a certified soils laboratory, and shall be submitted as

part of the original submittal. At a minimum the samples taken shall be of the

following quantities:

1. Subbase Course Type 2: 50 - 60 lb. (Two Samples).

PART 2 PRODUCTS

2.01 MATERIALS

A. Subbase Course Type 2: Stockpiled, crushed ledge rock or approved blast

furnace slag. Comply with the gradation and material requirements specified

below:

Sieve Percent Passing

Sieve Size Size opening (mm)

2 inch 50.8 100

1/4 inch 6.35 25-60

No. 40 0.425 5-40

No. 200 0.075 0-10

1. Magnesium Sulfate Soundness Test: 20 percent maximum loss by

weight after four test cycles.

2. Plasticity Index: The plasticity index of the material passing the No. 40

mesh sieve shall not exceed 5.0.

3. Elongated Particles: Not more than 30 percent, by weight, of the

particles retained on a 1/2 inch sieve shall consist of flat or elongated

particles. A flat or elongated particle is defined as one which has its

greatest dimension more than three times its least dimension.

2.02 GEOTECHNICAL FABRICS

A. Filter Fabric (GeoTextile)

1. Separation/Stabilization beneath subbase: Amoco 4551, Bonded Fibers

Products PN080, Maccaferri Gabions MacTex MX275 & 340, Mirafi

160N & 180N or equivalent.

Updated 12/15/2010


PART 3 EXECUTION

3.01 PLACING FILTER FABRIC

A. Place and overlap filter fabric over existing topsoil in accordance with the

manufacturer’s installation instructions, unless otherwise shown.

B. Cover tears and other damaged areas with additional filter fabric layer extending

3 feet beyond the damage.

C. Do not permit traffic or construction equipment directly on filter fabric.

3.02 PLACING SUBBASE

A. Open graded Stone: Place material to depth indicated on drawing G-002 over

filter fabric. Compaction Testing is not required.

B. Provide smooth uniform transition to adjacent areas.

3.03 PROTECTION

A. Protect areas outside of staging area from traffic and erosion, and keep them free

of trash and debris.

END OF SECTION

Updated 06/03/2014

Printed 07/19/2018 260519 - 1 Project No. 45558-E

SECTION 260519

WIRING, GENERAL - 600 VOLTS AND UNDER

PART 1 GENERAL

1.01 SUBMITTALS

A. Product Data: Catalog sheets, specifications and installation instructions.

1.02 PRODUCT DELIVERY

A. Mark and tag insulated conductors and cables for delivery to the site. Include:

1. Contractor’s name.

2. Project title and number.

3. Date of manufacture (month & year).

4. Manufacturer’s name.

5. Data which explains the meaning of coded identification (UL assigned

electrical reference numbers, UL assigned combination of color marker

threads, etc.).

6. Environmental suitability information (listed or marked “sunlight

resistant” where exposed to direct rays of sun; wet locations listed/marked

for use in wet locations; other applications listed/marked suitable for the

applications).

PART 2 PRODUCTS

2.01 INSULATED CONDUCTORS AND CABLES

A. Date of Manufacture: No insulated conductor more than one year old when

delivered to the site will be acceptable.

B. Acceptable Companies: General Cable Corporation., Cerro Wire & Cable Co. Inc.,

Prysmian Cables & Systems, or Southwire Co.

C. Conductors: Annealed uncoated copper or annealed coated copper in

conformance with the applicable standards for the type of insulation to be applied

on the conductor. Conductor sizes No. 8 and larger shall be stranded.

D. Types:

1. Electric Light and Power Wiring:

a. General: Rated 600V, NFPA 70 Type THHN/THWN-2 or

XHHW-2.

b. THHN/THWN-2 Gasoline and Oil Resistant: Polyvinylchloride

insulation rated 600 V with nylon jacket conforming to UL

requirements for type THHN/THWN-2 insulation, with the

words “GASOLINE AND OIL RESISTANT II” marked thereon.

Updated 06/03/2014


2. Class 1 Wiring:

a. No. 18 and No. 16 AWG: Insulated copper conductors suitable

for 600 volts, NFPA 70 types KF-2, KFF-2, PAFF, PF, PFF,

PGF, PGFF, PTFF, SF-2, SFF-2, TF, TFF, TFN, TFFN, ZF, or

ZFF.

b. Larger than No. 16 AWG: Insulated copper conductors suitable

for 600 volts, in compliance with NFPA 70 Article 310.

c. Conductor with other types and thickness of insulation may be

used if listed for Class 1 circuit use.

3. Class 2 Wiring:

a. Multiconductor Cables: NFPA 70 Article 725, Types CL2P,

CL2R, CL2.

b. Other types of cables may be used in accordance with NFPA 70

Table 725.154(G) “Cable Substitutions”, as approved.

4. Class 3 Wiring:

a. Single Conductors No. 18 and No. 16 AWG: Same as Class 1

No. 18 and No. 16 AWG conductors except that:

1) Conductors are also listed as CL3.

2) Voltage rating not marked on cable except where cable

has multiple listings and voltage marking is required for

one or more of the listings.

b. Multiconductor Cables: NFPA 70 Article 725, Types CL3P,

CL3R, CL3.

c. Other types of cables may be used in accordance with NFPA 70,

Table 725.154(G) “Cable Substitutions”, as approved.

2.02 CATEGORY 6 TWISTED PAIR CABLE

A. Description: Four-pair, balanced-twisted pair cable, certified to meet transmission

characteristics of Category 6 cable at frequencies up to 250MHz.

B. Manufacturers: Subject to compliance with requirements, provide products by one

of the following:

1. 3M.

2. Belden CDT Networking Division/NORDX.

3. General Cable; General Cable Corporation.

C. Standard: Comply with NEMA WC 66/ICEA S-116-732 and TIA-568-C.2 for

Category 6 cables.

D. Conductors: 100-ohm, 23 AWG solid copper.

E. Shielding/Screening: Shielded twisted pairs (FTP).

F. Cable Rating: Plenum.

G. Jacket: Blue thermoplastic.

2.03 CATV COAXIAL CABLE

A. Description: Coaxial cable with a 75-ohm characteristic impedance designed for

CATV transmission.

B. Manufacturers: Subject to compliance with requirements, available manufacturers

Updated 06/03/2014


offering products that may be incorporated into the Work include, but are not

limited to the following:

1. Alpha Wire.


3. Draka USA.

C. NFPA and UL compliance, listed and labeled by an NRTL acceptable to

authorities having jurisdiction as complying with UL 1655 and with NFPA 70,

"Community Antenna Television and Radio Distribution Systems" Article. Types

are as follows:

1. RG-6/U: UL Type CATVP.

a. No. 18 AWG, solid, copper-covered steel conductor.

b. Plenum rated.

c. Gas-injected, foam-PE insulation.

d. Shielded with 100 percent aluminum tape and [40] [60] percent

aluminum braid.

e. Double shielded with 100 percent aluminum foil shield, 60

percent aluminum braided inner shield, and 40 percent aluminum

braided outer shield.

f. Jacketed with [black] [white] PVC or PE.

g. Suitable for indoor installations.

2.04 ELECTRICAL CIRCUIT PROTECTIVE SYSTEM

A. Minimum 1-Hour Fire Rating: A system listed in UL Building Materials

Directory, product category Electrical Circuit Protective Systems (FHIT).

2.05 CONNECTORS

A. General:

1. Connectors specified are part of a system. Furnish connectors and

components, and use specific tools and methods as recommended by

connector manufacturer to form complete connector system.

2. Connectors shall be UL 486 A listed, or UL 486 B listed for combination

dual rated copper/aluminum connectors (marked AL7CU for 75 degrees

C rated circuits and AL9CU for 90 degrees C rated circuits).

B. Splices:

1. Spring Type:

a. Rated 105° C, 600V; Buchanan/Ideal Industries Inc.’s B-Cap,

Electrical Products Div./3M’s Scotchlok Type Y, R, G, B, O/B+,

R/Y+, or B/G+, or Ideal Industries Inc.’s Wing Nuts or Wire Nuts.

b. Rated 150° C, 600V; Ideal Industries Inc.’s High Temperature

Wire-Nut Model 73B, 59B.

2. Indent Type with Insulating Jacket:

a. Rated 105° C, 600V; Buchanan/Ideal Industries Inc.’s Crimp

Connectors, Ideal Industries Inc.’s Crimp Connectors, Penn-Union

Corp.’s Penn-Crimps, or Thomas & Betts Corp.’s STA-KON.

Updated 06/03/2014


3. Indent Type (Uninsulated): Anderson/Hubbell’s Versa-Crimp,

VERSAtile, Blackburn/T&B Corp.’s Color-Coded Compression

Connectors, Electrical Products Div./3M’s Scotchlok 10000, 11000

Series, Burndy’s Hydent, Penn-Union Corp.’s BCU, BBCU Series, or

Thomas & Betts Corp.’s Compression Connectors.

4. Connector Blocks: NIS Industires Inc.’s Polaris System, or Thomas &

Betts Corp.’s Blackburn AMT Series.

5. Resin Splice Kits: Electrical Products Div./3M’s Scotchcast Brand Kit

Nos. 82A Series, 82-B1 or 90-B1, or Scotchcast Brand Resin Pressure

Splicing Method.

6. Heat Shrinkable Splices: Electrical Products Div./3M’s ITCSN, Raychem

Corp.’s Thermofit Type WCS, or Thomas & Betts Corp.’s SHRINK-KON

Insulators.

7. Cold Shrink Splices: Electrical Products Div./3M’s 8420 Series.

C. Gutter Taps: Anderson/Hubbell’s GP/GT with GTC Series Covers,

Blackburn/T&B Corp.’s H-Tap Type CF with Type C Covers, Burndy’s Polytap

KPU-AC, H-Crimpit Type YH with CF-FR Series Covers, ILSCO’s GTA Series

with GTC Series Covers, Ideal Industries Inc.’s Power-Connect GP, GT Series

with GIC covers, NSI Industries Inc.’s Polaris System, OZ/Gedney Co.’s PMX or

PT with PMXC, PTC Covers, Penn-Union Corp.’s CDT Series, or Thomas &

Betts Corp.’s Color-Keyed H Tap CHT with HTC Covers.

D. Terminals: Nylon insulated pressure terminal connectors by Amp-

Tyco/Electronics, Electrical Products Div./3M, Burndy, Ideal Industries Inc.,

Panduit Corp., Penn-Union Corp., Thomas & Betts Corp., or Wiremold Co.

E. Lugs:

1. Single Cable (Compression Type Lugs): Copper, one or 2 hole style (to

suit conditions), long barrel; Anderson/Hubbell’s VERSAtile VHCL,

Blackburn/T&B Corp.’s Color-Coded CTL, LCN, Burndy’s Hylug YA,

Electrical Products Div./3M Scotchlok 31036 or 31145 Series, Ideal

Industries Inc.’s CCB or CCBL, NSI Industries Inc.’s L, LN Series, Penn-

Union Corp.’s BBLU Series, or Thomas & Betts Corp.’s 54930BE or

54850BE Series.

2. Single Cable (Mechanical Type Lugs): Copper, one or 2 hole style (to suit

conditions); Blackburn/T&B Corp.’s Color-Keyed Locktite Series,

Burndy’s Qiklug Series, NSI Industries Inc.’s Type TL, Penn-Union

Corp.’s VI-TITE Terminal Lug Series, or Thomas & Betts Corp.’s

Locktite Series.

3. Multiple Cable (Mechanical Type Lugs): Copper, configuration to suit

conditions; Burndy’s Qiklug Series, NSI Industries Inc.’s Type TL, Penn-

Union Corp.’s VI-TITE Terminal Lug Series, or Thomas & Betts Corp.’s

Color-Keyed Locktite Series.

Updated 06/03/2014


2.06 TAPES

A. Insulation Tapes:

1. Plastic Tape: Electrical Products Div./3M’s Scotch Super 33+ or Scotch

88, Plymouth Rubber Co.’s Plymouth/ Bishop Premium 85CW.

2. Rubber Tape: Electrical Products Div./3M’s Scotch 130C, or Plymouth

Rubber Co.’s Plymouth/Bishop W963 Plysafe.

B. Moisture Sealing Tape: Electrical Products Div./3M’s Scotch 2200 or 2210, or

Plymouth Rubber Co.’s Plymouth/Bishop 4000 Plyseal-V.

C. Electrical Filler Tape: Electrical Products Div./3M’s Scotchfil, or Plymouth

Rubber Co.’s Plymouth/Bishop 125 Electrical Filler Tape.

D. Color Coding Tape: Electrical Products Div./3M’s Scotch 35, or Plymouth

Rubber Co.’s Plymouth/Bishop Premium 37 Color Coding.

2.07 WIRE-PULLING COMPOUNDS

A. To suit type of insulation; American Polywater Corp.’s Polywater Series,

Electric Products Div./3M’s WL, WLX, or WLW, Greenlee Textron Inc.’s,

Cable Cream, Cable Gel, Winter Gel, Ideal Industries Inc.’s Yellow 77, Aqua-

Gel II, Agua-Gel CW, or Thomas & Betts Corp.’s Series 15-230 Cable Pulling

Lubricants, or Series 15-631 Wire Slick.

2.08 TAGS

A. Precision engrave letters and numbers with uniform margins, character size

minimum 3/16 inches high.

1. Phenolic: Two color laminated engraver’s stock, 1/16 inch minimum

thickness, machine engraved to expose inner core color (white).

2. Aluminum: Standard aluminum alloy plate stock, minimum .032 inches

thick, engraved areas enamel filled or background enameled with natural

aluminum engraved characters.

2.09 WIRE MANAGEMENT PRODUCTS

A. Cable Clamps and Clips, Cable Ties, Spiral Wraps, etc: Catamount/T&B Corp., or

Ideal Industries Inc.

2.10 TWISTED PAIR CABLE HARDWARE

A. Description: Hardware designed to connect, splice, and terminate twisted pair

copper communications cable.

B. Manufacturers: Subject to compliance with requirements, available manufacturers

offering products that may be incorporated into the Work include, but are not

limited to the following:

1. 3M.

Updated 06/03/2014



3. General Cable; General Cable Corporation.

C. General Requirements for Twisted Pair Cable Hardware:

1. Comply with the performance requirements of Category 6.

2. Comply with TIA-568-C.2, IDC type, with modules designed for punch-

down caps or tools.

3. Cables shall be terminated with connecting hardware of same category or

higher.

D. Source Limitations: Obtain twisted pair cable hardware from same manufacturer

as twisted pair cable, from single source.

E. Connecting Blocks:

1. 110-style IDC for Category 6.

5. Provide blocks for the number of cables terminated on the block, plus 25

percent spare, integral with connector bodies, including plugs and jacks

where indicated.

F. Cross-Connect: Modular array of connecting blocks arranged to terminate building

cables and permit interconnection between cables.

1. Number of Terminals per Field: One for each conductor in assigned

cables.

G. Patch Panel: Modular panels housing numbered jack units with IDC-type

connectors at each jack location for permanent termination of pair groups of

installed cables.

1. Features:

a. Universal T568A and T568B wiring labels.

b. Labeling areas adjacent to conductors.

c. Replaceable connectors.

d. 24 or 48 ports.

2. Construction: 16-gauge steel and mountable on 19-inch (483 mm)

equipment racks.

3. Number of Jacks per Field: One for each four-pair.

H. Patch Cords: Factory-made, four-pair cables in 48-inch (1200-mm) lengths;

terminated with an eight-position modular plug at each end.

1. Patch cords shall have bend-relief-compliant boots and color-coded icons

to ensure performance. Patch cords shall have latch guards to protect

against snagging.

2. Patch cords shall have color-coded boots for circuit identification.

I. Plugs and Plug Assemblies:

1. Male; eight position; color-coded modular telecommunications connector

designed for termination of a single four-pair, 100-ohm, unshielded or

shielded twisted pair cable.

2. Standard: Comply with TIA-568-C.2.

3. Marked to indicate transmission performance.

J. Jacks and Jack Assemblies:

1. Female; eight position; modular; fixed telecommunications connector

designed for termination of a single four-pair, 100-ohm, unshielded or

shielded twisted pair cable.

2. Designed to snap-in to a patch panel or faceplate.

3. Standard: Comply with TIA-568-C.2.

Updated 06/03/2014


4. Marked to indicate transmission performance.

K. Faceplate:

1. Two port, vertical single gang faceplates designed to mount to single gang

wall boxes.

2. Plastic Faceplate: High-impact plastic. Coordinate color with Section

262726 "Wiring Devices."

4. Metal Faceplate: Stainless steel, complying with requirements in Section


5. For use with snap-in jacks accommodating any combination of twisted

pair, optical fiber, and coaxial work area cords.

a. Flush mounting jacks, positioning the cord at a 45-degree angle.

2.11 TWISTED PAIR GROUNDING

A. Comply with TIA-607-B.

2.12 TWISTED PAIR SOURCE QUALITY CONTROL

A. Testing Agency: Engage a qualified testing agency to evaluate cables.

C. Cable will be considered defective if it does not pass tests and inspections.

D. Prepare test and inspection reports.

2.13 COAXIAL CABLE HARDWARE

A. Description: Hardware designed to connect, splice, and terminate coaxial cable

with a 75-ohm characteristic impedance.

C. Coaxial-Cable Connectors: Type BNC, 75 ohms.

D. Jacks and Jack Assemblies: Modular, color-coded, with female Type BNC

connectors.

E. Patch Cords: Factory-made cables in 48-inch (1200-mm) lengths; terminated with

a male Type BNC connector at each end.

F. Faceplates:

1. Plastic Faceplate: High-impact plastic. Coordinate color with Section


2. Metal Faceplate: Stainless steel, complying with requirements in Section


3. For use with snap-in jacks accommodating any combination of twisted

pair, optical-fiber, and coaxial work area cords.

a. Machine printed, in the field, using clear adhesive-tape label.

2.14 COAXIAL CABLE GROUNDING

A. Comply with TIA-607-B.

2.15 COAXIAL CABLE SOURCE QUALITY CONTROL

A. Testing Agency: Engage a qualified testing agency to evaluate cables.

B. Cable will be considered defective if it does not pass tests and inspections.

C. Prepare test and inspection reports.

Updated 06/03/2014


PART 3 EXECUTION

3.01 INSTALLATION

A. Install conductors in raceways after the raceway system is completed. Exceptions:

Type MC, MI, or other type specifically indicated on the drawings not to be

installed in raceways.

B. No grease, oil, or lubricant other than wire-pulling compounds specified may be

used to facilitate the installation of conductors.

3.02 CIRCUITING

A. Do not change, group or combine circuits other than as indicated on the drawings.

B. Do not change, group or combine circuits other than as indicated on the drawings

except as permitted under Section 260532 when reusing existing raceways.

3.03 COMMON NEUTRAL CONDUCTOR

A. A common neutral may not be used for any circuits.

3.04 CONDUCTOR SIZE

A. Conductor Size:

1. For Electric Light and Power Branch Circuits: Install conductors of size

shown on drawings. Where size is not indicated, the minimum size

allowed is No. 12 AWG.

2. For Class 1 Circuits:

a. No. 18 and No. 16 AWG may be used provided they supply loads

that do not exceed 6 amps (No. 18 AWG), or 8 amps (No. 16

AWG).

b. Larger than No. 16 AWG: Use to supply loads not greater than

the ampacities given in NFPA 70 Section 310.15.

3. For Class 2 Circuits: Any size to suit application.

4. For Class 3 Circuits: Minimum No. 18 AWG.

3.05 COLOR CODING

A. Color Coding for 120/208 Volt Electric Light and Power Wiring:

1. Color Code:

a. 2 wire circuit - black, white.

b. 3 wire circuit - black, red, white.

c. 4 wire circuit - black, red, blue, white.

2. White to be used only for an insulated grounded conductor (neutral). If

neutral is not required use black and red, or black, red and blue for phase

to phase circuits.

a. “White” for Sizes No. 6 AWG or Smaller:

Updated 06/03/2014


1) Continuous white outer finish, or:

2) Three continuous white stripes on other than green

insulation along its continuous length.

3) Distinctive white markings (color coding tape) encircling

the conductor, installed on the conductor at time of its

installation. Install white color coding tape at

terminations, and at 1’ 0” intervals in gutters, pullboxes,

and manholes.

3. Colors (Black, Red, Blue):

a. For Branch Circuits: Continuous color outer finish.

b. For Feeders:

1) Continuous color outer finish, or:

2) Color coding tapes encircling the conductors, installed on

the conductors at time of their installation. Install color

coding tapes at terminations, and at 1’ 0” intervals in

gutter, pullboxes, and manholes.

B. Existing Color Coding Scheme: Where an existing color coding scheme is in use,

match the existing color coding if it is in accordance with the requirements of

NFPA 70.

C. Color Code For Wiring Other Than Electric Light and Power: In accordance with

ICEA standard S-73-532 (NEMA WC57-2004). Other coding methods may be

used, as approved.

3.06 INSTALLATION OF TWISTED-PAIR HORIZONTAL CABLES

A. Comply with NECA 1 and NECA/BICSI 568.

B. General Requirements for Cabling:

1. Comply with TIA-568-C.0, TIA-568-C.1, and TIA-568-C.2.

2. Comply with BICSI's "Information Transport Systems Installation

Methods Manual (ITSIMM), Ch. 5, "Copper Structured Cabling Systems,"

"Cable Termination Practices" Section.

3. Install 110-style IDC termination hardware unless otherwise indicated or

instructed.

4. Do not untwist twisted pair cables more than 1/2 inch (12 mm) from the

point of termination to maintain cable geometry.

5. Terminate all conductors; no cable shall contain unterminated elements.

Make terminations only at indicated outlets, terminals, cross-connects, and

patch panels.

6. MUTOA shall not be used as a cross-connect point.

7. Consolidation points may be used only for making a direct connection to

equipment outlets:

a. Do not use consolidation point as a cross-connect point, as a patch

connection, or for direct connection to workstation equipment.

b. Locate consolidation points for twisted-pair cables at least 49 feet

(15 m) from communications equipment room.

8. Cables may not be spliced. Secure and support cables at intervals not

exceeding 30 inches (760 mm) and not more than 6 inches (150 mm) from

Updated 06/03/2014


cabinets, boxes, fittings, outlets, racks, frames, and terminals.

9. Install lacing bars to restrain cables, prevent straining connections, and

prevent bending cables to smaller radii than minimums recommended by

manufacturer.

10. Bundle, lace, and train conductors to terminal points without exceeding

manufacturer's limitations on bending radii, but not less than radii

specified in BICSI Information Transport Systems Installation Methods

Manual , Ch. 5, "Copper Structured Cabling Systems," "Cable

Termination Practices" Section. Use lacing bars and distribution spools.

11. Do not install bruised, kinked, scored, deformed, or abraded cable. Do not

splice cable between termination, tap, or junction points. Remove and

discard cable if damaged during installation, and replace it with new

cable.

12. Cold-Weather Installation: Bring cable to room temperature before

dereeling. Heat lamps shall not be used for heating.

13. In the communications equipment room, install a 10-foot- (3-m-) long

service loop on each end of cable.

14. Pulling Cable: Comply with BICSI Information Transport Systems

Installation Methods Manual, Ch. 5, "Copper Structured Cabling

Systems," "Pulling and Installing Cable" Section. Monitor cable pull

tensions.

3.4 INSTALLATION OF COAXIAL HORIZONTAL CABLES

A. Comply with NECA 1 and NECA/BICSI 568.

B. General Requirements for Cabling:

1. Comply with BICSI ITSIMM, Ch. 5, "Copper Structured Cabling

Systems," "Cable Termination Practices" Section.

2. Terminate all conductors; no cable shall contain unterminated elements.

Make terminations only at indicated outlets, terminals, and patch panels.

3. Cables may not be spliced. Secure and support cables at intervals not

exceeding 30 inches (760 mm) and not more than 6 inches (150 mm) from

cabinets, boxes, fittings, outlets, racks, frames, and terminals.

4. Install lacing bars to restrain cables, to prevent straining connections, and

to prevent bending cables to smaller radii than minimums recommended

by manufacturer.

5. Bundle, lace, and train conductors to terminal points without exceeding

manufacturer's limitations on bending radii, but not less than radii

specified in BICSI ITSIMM, Ch. 5, "Copper Structured Cabling Systems,"

"Cable Termination Practices" Section. Use lacing bars and distribution

spools.

6. Do not install bruised, kinked, scored, deformed, or abraded cable. Do not

splice cable between termination, tap, or junction points. Remove and

discard cable if damaged during installation and replace it with new cable.

7. Cold-Weather Installation: Bring cable to room temperature before

dereeling. Heat lamps shall not be used for heating.

8. In the communications equipment room, install a 10-foot- (3-m-) long

service loop on each end of cable.

9. Pulling Cable: Comply with BICSI ITSIMM, Ch. 5, "Copper Structured

Updated 06/03/2014


Cabling Systems," "Pulling Cable" Section. Monitor cable pull tensions.

3.05 SEPARATION FROM EMI SOURCES

A. Comply with recommendations from BICSI's "Telecommunications Distribution

Methods Manual" and TIA-569-D for separating unshielded copper

communication cable from potential EMI sources, including electrical power lines

and equipment.

B. Separation between open communications cables or cables in nonmetallic

raceways and unshielded power conductors and electrical equipment shall be as

follows:

1. Electrical Equipment Rating Less Than 2 kVA: A minimum of 5 inches

(127 mm).

2. Electrical Equipment Rating between 2 and 5 kVA: A minimum of 12

inches (300 mm).

3. Electrical Equipment Rating More Than 5 kVA: A minimum of 24 inches

(600 mm).

C. Separation between communications cables in grounded metallic raceways and

unshielded power lines or electrical equipment shall be as follows:

1. Electrical Equipment Rating Less Than 2 kVA: A minimum of 2-1/2

inches (64 mm).


inches (150 mm).


(300 mm).

D. Separation between communications cables in grounded metallic raceways, power

lines, and electrical equipment located in grounded metallic conduits or enclosures

shall be as follows:

1. Electrical Equipment Rating Less Than 2 kVA: No requirement.


inches (76 mm).


(150 mm).

E. Separation between Communications Cables and Electrical Motors and

Transformers, 5 kVA or HP and Larger: A minimum of 48 inches (1200

mm).

F. Separation between Communications Cables and Fluorescent Fixtures: A

minimum of 5 inches (127 mm).

3.06 IDENTIFICATION

A. Identification Tags: Use tags to identify feeders and designated circuits. Install

tags so that they are easily read without moving adjacent feeders or requiring

removal of arc proofing tapes. Attach tags with non-ferrous wire or brass chain.

1. Interior Feeders: Identify each feeder in pullboxes and gutters. Identify

by feeder number and size.

Updated 06/03/2014


3.07 WIRE MANAGEMENT

A. Use wire management products to bundle, route, and support wiring in junction

boxes, pullboxes, wireways, gutters, channels, and other locations where wiring is

accessible.

3.08 EQUIPMENT GROUNDING CONDUCTOR

A. Install equipment grounding conductor:

1. Where specified in other Sections or indicated on the drawings.

2. In conjunction with circuits recommended by equipment manufacturers to

have equipment grounding conductor.

B. Equipment grounding conductor is not intended as a current carrying conductor

under normal operating circumstances.

C. Color Coding For Equipment Grounding Conductor:

1. Color Code: Green.

2. “Green” For sizes No. 6 AWG or Smaller:

a. Continuous green outer finish, or:

b. Continuous green outer finish with one or more yellow stripes, or:

c. Bare copper (see exception below).

3. “Green” For Sizes Larger Than No. 6:

a. Stripping the insulation or covering from the entire exposed

length (see exception below).

b. Marking the exposed insulation or covering with green color

coding tapes.

c. Identify at each end and at every point where the equipment

grounding conductor is accessible.

3.09 INSULATED CONDUCTOR AND CABLE SCHEDULE - TYPES AND USE

A. Electric Light and Power Circuits:

1. Type THHN/THWN-2 or XHHW-2. : Wiring in dry or damp locations

(except where special type insulation is required).

2. THHN/THWN-2: Wiring installed in existing raceway systems (except

where special type insulation is required).

3. THHN/THWN-2 or XHHW-2: Wiring for electric discharge lighting

circuits (fluorescent, HID), except where fixture listing requires wiring

rated higher than 90° C.

3.10 CONNECTOR SCHEDULE - TYPES AND USE

A. Temperature Rating: Use connectors that have a temperature rating, equal to, or

greater than the temperature rating of the conductors to which they are connected.

B. Splices:

1. Dry Locations:

Updated 06/03/2014


a. For Conductors No. 8 AWG or Smaller: Use spring type pressure

connectors, indent type pressure connectors with insulating

jackets, or connector blocks (except where special type splices are

required).

b. For Conductors No. 6 AWG or Larger: Use connector blocks or

uninsulated indent type pressure connectors. Fill indentions in

uninsulated connectors with electrical filler tape and apply

insulation tape to insulation equivalent of the conductor, or

insulate with heat shrinkable splices or cold shrink splices.

c. Gutter Taps in Panelboards: For uninsulated type gutter taps fill

indentions with electrical filler tape and apply insulation tape to

insulation equivalent of the conductor, or insulate with gutter tap

cover.

C. Terminations:

1. For Conductors No. 10 AWG or Smaller: Use terminals for:

a. Connecting wiring to equipment designed for use with terminals.

2. For Conductors No. 8 AWG or Larger: Use compression or mechanical

type lugs for:

a. Connecting cables to flat bus bars.

b. Connecting cables to equipment designed for use with lugs.

3. For Conductor Sizes Larger Than Terminal Capacity On Equipment:

Reduce the larger conductor to the maximum conductor size that terminal

can accommodate (reduced section not longer than one foot). Use

compression or mechanical type connectors suitable for reducing

connection.

END OF SECTION

1. PROVIDE INTUMESCENT PAINT ON EXPOSED STEEL UNLESS NOTED OTHERWISE.

2. INSTALL CHANNELS FOR NEW OPENINGS IN EXISTING CONCRETE WALL PRIOR TO CUTTING OF WALL OPENING.

3. REFER TO A-101 FOR REMOVAL EXTENTS & LOCATIONS.

4. EXPOSED STEEL SHALL BE AESS CATEGORY 2 UNLESS NOTED OTHERWISE.

5. COORDINATE WITH PLUMBING CONTRACTOR FOR FLOOR DRAINS, FLOOR CLEANOUTS, AND LINT INTERCEPTOR BEING PROVIDED UNDER THE PLUMBING CONTRACT PRIOR TO REMOVAL AND INFILL OF EXISTING CONCRETE SLAB.

6. TO THE BEST OF MY KNOWLEDGE, BELIEF AND PROFESSIONAL JUDGEMENT, THESE PLANS ARE IN CONFORMANCE WITH THE 2016 SUPPLEMENT OF THE NEW YORKSTATE ENERGY CONSERVATION CONSTRUCTION CODE.

BASEMENT FLOOR PLAN GENERAL NOTES:

2 1

/4"

5 1

/2"

3 1

/2"

8' - 2"

3/4"Ø SLIP-CRITICAL THROUGH BOLT @ 12" OC, STAGGER LAYERS BY 6" OFFSET(NOTE 1 & 2)

NOTES:1. FIRST BOLT LINE IS NOT STAGGERED AND IS TO START 1 1/2" FROM CHANNEL END.2. WHEN USED IN CONJUNCTION W/ 3/S-101 ALIGN BOLT HOLES @ ANGLES3. INSTALL CHANNELS FIRST BEFORE REMOVING EXISTING WALL4. EXISTING WALL REINFORCEMENT NOT SHOWN FOR CLARITIY. 5. AT EXISTING DUCT OPENING PROVIDE GROUT HOLE IN CHANNEL; FILL VOID WITH

NON-SHRINK GROUT AFTER CHANNEL IS INSTALLED.

EXISTING CONC. WALL

EXISTING CONC. SLAB

EXISTING CONC. ENCASED STEEL BEAM BEYOND

1/4" CLOSURE PLATE, TYP

2-12

GRIND SMOOTH,TYP

TOP OF OPENING

9' - 2" +/-BOTTOM OF BEAM

REMOVE PORTION OF EXISTING WALL (REFER TO SHEET A-101).

C10x15.3

L4x4x3/8x0'-8"

3/4"Ø SLIP-CRITICAL THROUGH BOLTS, TYP

3 1

/2"

5 1

/2"

2 1

/4"

6"2 1/2"

EXISTING CONC. WALL

EXIST CONC. SLAB

8' - 2"

(2) 5/8"Ø HILTI-HY 200 HIS-N B7; EMBED 6 3/4", TYP

TYP

1' - 0"

NOTE: CLOSURE PLATE NOT SHOWN FOR CLARITY

TOP OF OPENING

C10x15.3

VIF5"

#4x1'-4"@18"OC, DRILL AND GROUT INTO EXIST SLAB W/ AN ADHESIVE SYSTEM, EMBED 4 1/4"

#4@18"OC EA WAYROUGHEN EXIST CONC SURFACE AND APPLY BONDING AGENT

PROVIDE VAPOR RETARDER LAPPED 3" MIN OVER EXISTING VAPOR RETARDER

6" COMPACTED SUBBASE

8"

MIN

D4"

MIN

3D MIN

11

P C

ON

TR

AC

T

EXISTING VAPOR RETARDER TO REMAIN

911 6 3 1

A

B

C

2

S-101 3

S-101

1' - 0"1' - 0" 1' - 0" 0' - 10" 1' - 0"

2

S-101

8

S-1013

S-101

2

S-101

EXISTING CMU WALL, TYP

EXISTING CONCRETE WALL, TYP

EXISTING SLAB ON GROUND

UNEXCAVATED

C10x15.3C10x15.3C10x15.3

C10x15.3

APPROXIMATE EXTENT OF INFILL SLAB ON GROUND (340 SF). COORDINATE EXACT EXTENTS WITH PLUMBING CONTRACTOR

1' - 0"

5' - 0" +/-

0' - 11" 0' - 11"

5' - 0" +/-

1' - 0"

1' - 0"0' - 7"

3

S-101

3

S-101

EXTENT OF SCHEDULED CORRIDOR WALL SHOWN FOR REFERENCE

MIN1' - 0"

MIN1' - 0"

MIN

1' -

0"

SIM SIM

MIRR

5' - 6" +/-

3' - 1"

5' - 6" +/-EXISTING DUCT OPENING

6

S-101

EXISTING 12I10.99 ALUM. BEAM (ALLOY 6061-T6)

10I10.286 ALUM. BEAM

(ALLOY 6061-T6)

6I4.030 ALUM. BEAM (ALLOY 6061-T6)

NOTES:1.TOP OF STEEL ELEVATION IS -0' - 2 1/4", REFERENCED FROM 1ST FLOOR TOP OF SLAB UNLESS NOTED OTHERWISE.2. INDICATES SPAN DIRECTION OF EXISTING ALUMNINUM GRATING.3.CUT EXISTING GRATING AND PROVIDE OPENINGS FOR MECHANICAL AND PLUMBING PENETRATIONS. COORDINATE

SIZE AND LOCATION WITH MECHANICAL AND PLUMBING CONTRACTORS.

7

S-101

M

M

EXISTING FOUNDATION WALL, TYP

TYPP



TYP

15' -

0"

11' - 0"

7' -

0"

+/-

2' - 2" +/- 2' - 2" +/-

MECHANICAL PENETRATION

MECHANICAL PENETRATION

PLUMBINGPENETRATION

C

PL 1/4"x3-1/2"x0'-6" W/ (2) 3/4"ØA325 BOLTS (NOTE 1&2)

NOTES:1. PLATES & ANGLES SHALL BE 6061-T6 ALUMINUM.2. BOLTS SHALL BE GALVANIZED; ISOLATING SLEEVES & WASHERS SHALL BE USED.

2L3-1/2"x3-1/2"x1/4"x0'-6" W/ (2) 3/4"Ø A325 BOLTS (NOTE 1&2)

(4) 5/8"Ø SS HILTI-KWIK BOLT TZ; EMBED 4" @ 5" GAUGE

EXISTING ALUMINUM GRATING SUPPORT

T/GRATINGEXISTING

3/16

3/16

1 1

/2"

1 1

/2"

3"

1 1

/2"

2"1 1/2"

4"

4 3

/4"

1 1

/2"

1 1

/2"

3"

1 1

/2"

1 1/2"2"

EXISTING ALUMINUM GRATING

PL 1/4"x3-1/2"x0'-3-1/2" W/ (2) 1/2"ØA325 BOLTS (NOTE 1&2)

NOTES:1. PLATES & ANGLES SHALL BE 6061-T6 ALUMINUM.2. BOLTS SHALL BE GALVANIZED; ISOLATING SLEEVES & WASHERS SHALL BE USED.

2L3-1/2"x3-1/2"x1/4"x0'-6" W/ (2) 1/2"Ø A325 BOLTS (NOTE 1&2)

(4) 5/8"Ø SS HILTI-KWIK BOLT TZ; EMBED 4" @ 5" GAUGE

1 1

/4"

3/4

"2

"3

/4"

1 1/2"2"

1 1

/4"

3/4

"2

"3

1/4

"

1 1/2"2"

4 1

/2"

4"

3/16

3/16

T/GRATINGEXISTING

EXISTING ALUMINUM GRATING

3/4"Ø SLIP-CRITICAL THROUGH BOLT @ 12" OC, STAGGER LAYERS BY 6" OFFSET(NOTE 1 & 2)

EXISTING CONC. WALL

EXISTING CONC. SLAB

EXISTING CONC. ENCASED STEEL BEAM BEYOND

1/4" CLOSURE PLATE, TYP

2-12

GRIND SMOOTH,TYP

9' - 2" +/-BOTTOM OF BEAM

REMOVE PORTION OF EXISTING WALL (REFER TO SHEET A-101).

C10x15.3

7' - 2" +/-TOP OF OPENING

NOTES:1. FIRST BOLT LINE IS NOT STAGGERED AND IS TO START 1 1/2" FROM CHANNEL END.2. WHEN USED IN CONJUNCTION W/ 3/S-101 ALIGN BOLT HOLES @ ANGLES3. INSTALL CHANNELS FIRST BEFORE REMOVING EXISTING WALL4. EXISTING WALL REINFORCEMENT NOT SHOWN FOR CLARITIY.

3 1

/2"

5 1

/2"

2 1

/4"

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT

NUMBER:

SHEET OF

DRAWING NUMBER:

MARK DATE DESCRIPTION

CONTRACT:

TITLE:

LOCATION:

CLIENT:

CONSULTANT

WARNING:

THE ALTERATION OF THIS MATERIAL IN ANY WAY, UNLESS

DONE UNDER THE DIRECTION OF A COMPARABLE

PROFESSIONAL, I.E. ARCHITECT FOR AN ARCHITECT,

ENGINEER FOR AN ENGINEER, OR LANDSCAPE ARCHITECT

FOR A LANDSCAPE ARCHITECT, IS A VIOLATION OF THE NEW

YORK STATE EDUCATION LAW AND/OR REGULATIONS AND IS

A CLASS "A" MISDEMEANOR.


BUILDING 504


11 BEAR MOUNTAIN BRIDGE ROAD

CORTLANDT MANOR, NY

DIVISION OF MILITARY

AND NAVAL AFFAIRS

CONSTRUCTION

45558455584555845558----CCCC

06/19/2018 BID DOCUMENTS

7/2

4/2

018 3

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2 P

M

S-101S-101S-101S-101

SSSSTTTTRRRRUUUUCCCCTTTTUUUURRRRAAAALLLL PPPPLLLLAAAANNNN AAAANNNNDDDD

DETAILSDETAILSDETAILSDETAILS

C MESSIER

C MESSIER

M TRACEY

-

N

SCALE : 3/4" = 1’−0"2

WALL REINFORCEMENT AT OPENING DETAILSCALE : 3/4" = 1’−0"

3

WALL REINFORCEMENT CONNECTION ATINTERSECTING WALL DETAIL

SCALE : 3/4" = 1’−0"4

INFILL SLAB ON GROUND DETAIL

1 1

SCALE : 1/8" = 1’−0"1

BASEMENT FLOOR PLAN

SCALE : 1/4" = 1’−0"5

PARTIAL PLAN AT EXISTING AREAWAY

SCALE : 3/4" = 1’−0"6

SECTIONSCALE : 3/4" = 1’−0"

7SECTION

07/24/2018 ADDENDUM 22

REVISED DRAWING 07/24/2018

2

2

SCALE : 3/4" = 1’−0"8

WALL REINFORCEMENT AT OPENING DETAIL

2

2

M301

M30A-000

1

4

3

2

XSCALE: X"=1'-0"

TITLE

VIEW TITLE

SECTION MARKER

DETAIL CALLOUT

ELEVATION MARKER

101

1

WALL TYPE TAG

ROOM TAG

DOOR MARKER

WINDOW TYPE MARKER

REVISION MARKER

OR

001

DETAIL NO.

DETAIL NO.

DRAWING NO. DRAWING NO.

ELEVATIONNO.

KEYED NOTE

CEILING HEIGHT

DRAWING SYMBOLS

A-000

X

A-000

1

DETAIL SECTIONVIEWING DIRECTION

W1

ELEVATION NOTATIONBREAK MARKER

A-000

X

A-000

X

1

0' - 0"

1 ACCESSORY MARKER

ACM ASBESTOS CONTAINING MATERIALADJ ADJUSTABLEAFF ABOVE FINISHED FLOORALUM ALUMINUMANOD ANODIZEDARCH ARCHITECTURALAWP ACOUSTICAL WALL PANEL

B WALL BASEBO BOTTOM OF

CPT CARPETCG CORNER GUARDCJ CONTROL JOINTCL CENTER LINECLR CLEARCMU CONCRETE MASONRY UNITCO CLEAN OUTCONT CONTINUOUSCOL COLUMN

DF DRINKING FOUNTAINDIA DIAMETERDIM DIMENSIONDWG DRAWING

EA EACHEIFS EXTERIOR INSULATION

FINISHING SYSTEMEL ELEVATIONELEC ELECTRICALETR EXISTING TO REMAINEWC ELECTRIC WATER COOLEREXF EPOXY FLOORINGEXP EXPANSIONEXT EXTERIOR

FCO FLOOR CLEANOUTFD FLOOR DRAINFE FIRE EXTINGUISHERFEC FIRE EXTINGUISHER CABINETFFE FINISHED FLOOR ELEVATIONFLR FLOORFOIC FURNISHED BY OWNER,

INSTALLED BY CONTRACTORFR FIRE RATEDFT FLOOR TILE

ABBREVIATIONSGA GAUGEGALV GALVANIZEDGL GLASSGYPBD GYPSUM BOARD

H HIGHHDR HEADERHDW HARDWAREHM HOLLOW METALHORIZ HORIZONTALHVAC HEATING/VENTILATION

AIR CONDITIONINGHW HARDWAREHWT HOT WATER TANK

ID INSIDE DIAMETERINSUL INSULATIONINT INTERIORINV INVERT

JAN CLO JANITOR'S CLOSETJT JOINT

L ANGLELVR LOUVER

MAX MAXIMUMMECH MECHANICALMFR MANUFACTURERMIN MINIMUMMO MASONRY OPENINGMTL METAL

NIC NOT IN CONTRACTNTS NOT TO SCALE

OC ON CENTEROPP OPPOSITE

PETG POLYETHYLENE TEREPHTHALATE PNT PAINTPL PLATEPLAM PLASTIC LAMINATEPLYWD PLYWOODPNL PANELPP PLASTIC PANELINGPSF POUNDS PER SQUARE FOOTPSI POUNDS PER SQUARE INCHPT PRESSURE TREATED OR PAINT

REBAR REINFORCED STEEL BARSREF REFER/REFERENCEREINF REINFORCINGRF RESILIENT FLOORINGRM ROOMRO ROUGH OPENING

SIM SIMILARSPEC SPECIFICATIONST STAIRSSTC SOUND TRANSMISSION CLASSSTD STANDARDSTL STEELSTS STAINLESS STEELSTRUCT STRUCTURAL

T TREADTEMP TEMPORARYTH THRESHOLDTO TOP OFTOB TOP OF BEAMTOC TOP OF CONCRETETOP TOP OF PAVEMENTTOS TOP OF STEELTV TELEVISIONTYP TYPICAL

UON UNLESS OTHERWISE NOTEDUTIL UTILITY

VERT VERTICALVEST VESTIBULEVIF VERIFY IN FIELD

W WIDEWD WOODWF WIDE FLANGEWP WATERPROOFWWF WELDED WIRE FABRIC

NNORTH ARROW

1 COLUMN BUBBLE

VIEWING DIRECTION

DETAIL NO.

DRAWING NO.

DETAIL NO.

DRAWING NO. Room Name

WOOD BLOCKING (DISCONTIN.)GRAVEL OR CRUSHED STONE

WOOD FRAMING (CONTINUOUS)STEEL

PLYWOOD

CONCRETE

CONCRETE MASONRY UNIT

UNDISTURBED EARTH

MATERIAL INDICATORS

GYPSUM BOARD EXISTING TO REMAIN

FLOOR OPENINGSUBBASE

METAL TRACK

6" METAL STUDS @ 16" O.C.

EXISTING CONCRETE FLOOR/CEILING

10' - 6" +/-

+ 0' - 0"

5/8" TYPE X GYPBD EACH SIDE

EXISTING CONCRETE SLAB

METAL DEFLECTION TRACK TO ACCOMMODATE 1/2" DEFLECTION

LC BEAD, BOND BREAKER TAPEAND TYPE 1 SEALANT

BOND BREAKER TAPE AND TYPE 1 SEALANT

METAL TRACK



10' - 6" +/-

+ 0' - 0"



FIRE-RESISTIVE JOINT SYSTEM(UL DESIGN NO. HW-S-0004)

FIRE-RESISTIVE JOINT SYSTEM(UL DESIGN NO. BW-S-0002)


METAL TRACK


SECTION @ FLOOR


10' - 6" +/-

+ 0' - 0"


(2) LAYERS 5/8" TYPE X GYPBD EACH SIDE

FIRE-RESISTIVE JOINT SYSTEM(UL DESIGN NO. HW-S-0004)

FIRE-RESISTIVE JOINT SYSTEM(UL DESIGN NO. BW-S-0002)


METAL TRACK

6" METAL STUDS @16" O.C.

5/8" PLYWOOD

7' - 0"

+ 0' - 0"

METAL TRACK

TOP OF WALL

5/8" MOISTURE RESISTANT GYPBD EACH SIDE


ALUMINUM WALL CAP CONTINUOUS LENGTH OF WALL

TYPE 1 SEALANT1 1

/2"

PETG WALL PANELSEACH SIDE

A-6019

GENERAL PARTITION NOTES

1. WALL TYPES DO NOT INDICATE FINAL FINISHES. REFER TO FINISH PLANS AND FINISH SCHEDULE.2. BRACING: INSTALL CHANNEL COLD ROLLED STEEL (CRSS) BRACING AT ALL METAL STUD WALLS. INSTALL TWO ROWS OF BRACING

4'-0" O.C. FOR PARTITIONS UP TO 13'-0" HIGH.3. FIRE PARTITIONS AND FIRE BARRIERS: FIRE PARTITIONS AND FIRE BARRIERS MUST BE SIMILARLY CONSTRUCTED AS A COMPLETE

BARRIER TO RESIST THE SPREAD OF SMOKE AND FIRE. ALL PENETRATIONS MUST BE SEALED AND LABELED WITH AN APPROVED FIRE RESISTANT JOINT SYSTEM. INSTALL A FIRE RESISTANT JOINT SYSTEM AT THE HEAD AND FLOOR CONDITION OF ALL FIRE RATED PARTITIONS AND BARRIERS.

4. FIRE BARRIER / PARTITIONS LABELING: ALL FIRE WALLS SHALL BE LABELED IN LETTERS AT LEAST 2-INCHES IN HEIGHT AND NO MORE THAN 10-LINEAL FEET ALONG THE WALL. LABELS SHALL BE PLACED IN SUCH A MANNER AS TO BE OBVIOUS TO WORKERS ON BOTH SIDES OF THE WALL AND WILL READ AS FOLLOWS: "X" HR. FIRE [BARRIER] [PARTITION]. PENETRATIONS MUST BE FIRE STOPPED." PROVIDE LABELING AT 12'-0" O.C. SPACING. ELECTRICAL, MECHANICAL OR PLUMBING PENETRATIONS THROUGH FIRE-RATED WALL OR FLOOR ASSEMBLIES SHALL BE SEALED WITH A U.L. APPROVED THROUGH-PENETRATION FIRESTOP SYSTEM APPROPRIATE FOR THE RATING OF THE WALL BEING PENETRATED.

5. PROVIDE (2) #10 SMS AT EACH STUD / TRACK CONNECTION AT ALL PARTITIONS, BULK HEADS & SOFFITS NOT EXTENDING FLOOR TO DECK.

6. GYPSUM BOARD SHALL BE TYPE “X” FIRE RATED. ALL JOINTS SHALL BE FINISHED WITH TAPE AND JOINT COMPOUND. PROVIDE A LEVEL 4 FINISH AT ALL JOINTS WHICH WILL BE EXPOSED TO VIEW UPON PROJECT COMPLETION U.O.N,. PROVIDE LEVEL 3 FINISH ON ALL WALLS BEHIND WALL PANELING. PROVIDE A LEVEL 1 FINISH AT ALL JOINTS WHICH WILL REMAIN CONCEALED. PROVIDE GALVANIZED STEEL CORNER BEADS AT ALL EXPOSED CORNERS.

7. METAL TRIM: EXPOSED METAL OR NON-METALLIC J-MOLD IS NOT ACCEPTABLE.8. LOCATIONS WHERE GYPSUM BOARD PARTITIONS TERMINATE AT DISSIMILAR MATERIALS, PROVIDE A FINISH-ABLE METAL END TRIM

AND A 1/4" GAP BETWEEN TRIM AND ADJACENT MATERIAL. FILL GAP WITH BACKER ROD AND SEALANT.9. PROVIDE DEFLECTION TRACK OR CLIP AT TOP OF ALL METAL STUD PARTITIONS THAT EXTEND TO THE UNDERSIDE OF

STRUCTURAL MEMBERS OR FLOOR/ ROOF DECK.10. PROVIDE FULL HEIGHT DOUBLE STUDS AT ALL DOOR AND WINDOW JAMBS.11. REFER TO SHEET G-002 FOR RATED WALL LOCATIONS.12. THE BOTTOM EDGE OF ALL GYPSUM WALL BOARD SHALL BE INSTALLED 3/8" ABOVE THE FLOOR AND SEALED AS NOTED IN

PARTITION SECTIONS, TYP.13. PROVIDE CONTROL JOINTS IN GYPSUM BOARD/STUD PARTITION CONSTRUCTION WHERE NOTED ON SHEET A-102.14. PROVIDE CORNERBEADS AT EXTERNAL CORNERS. PROVIDE LC-BEADS (J-BEAD) AT UNPROTECTED (EXPOSED) EDGES AND WHERE

GYPSUM BOARD ABUTS DISSIMILAR MATERIALS. USE SINGLE UNJOINTED LENGTHS UNLESS OTHERWISE APPROVED BY THE DIRECTOR'S REPRESENTATIVE.

EXISTING 12" CONCRETE WALL


10' - 6" +/-

+ 0' - 0"

PROVIDE FIRE-RESISTIVE JOINT SYSTEM(UL DESIGN NO. 2079)


EXISTING 8" CMU WALL


10' - 6" +/-

+ 0' - 0"

PROVIDE FIRE-RESISTIVE JOINT SYSTEM(UL DESIGN NO. 2079)


SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT

NUMBER:

SHEET OF

DRAWING NUMBER:


CONTRACT:

TITLE:

LOCATION:

CLIENT:

CONSULTANT

WARNING:









BUILDING 504



CORTLANDT MANOR, NY


AND NAVAL AFFAIRS

CONSTRUCTION

45558455584555845558----CCCC


7/2

4/2

018 3

:56:1

7 P

M

A-001A-001A-001A-001

NNNNOOOOTTTTEEEESSSS,,,, SSSSYYYYMMMMBBBBOOOOLLLLSSSS,,,, AAAANNNNDDDD

PARTITION TYPESPARTITION TYPESPARTITION TYPESPARTITION TYPES

G SPRINGER

T REESE

G SPRINGER

-

1 8

SCALE : 1 1/2" = 1’−0"1

M60 PARTITION − 6" METAL STUDS (NON−RATED)SCALE : 1 1/2" = 1’−0"

2M60−1 PARTITION − 6" METAL STUDS (1−HR RATED)

SCALE : 1 1/2" = 1’−0"3

M60−2 PARTITION − 6" METAL STUDS (2−HR RATED)

SCALE : 1 1/2" = 1’−0"4

M61−PARTIAL HEIGHT

UL DESIGN NO. U495

UL DESIGN NO. U495

SCALE : 1 1/2" = 1’−0"5

EXISTING 12" CONCRETE WALL (2−HR RATED)

SCALE : 1 1/2" = 1’−0"6

EXISTING 8" CMU WALL (2−HR RATED)

2

07/24/2018 ADDENDUM 22


911 6 3 1

A

B

C

EXIST

BOILER ROOM

B-6

EXIST

AREAWAY

B-7

EXIST

STORAGE ROOM

B-5

EXIST HIGH

VOLTAGE &

COMM ROOM

B-4

EXIST

ELEC. ROOM

B-3

EXIST

VESTIBULE

B-2

EXIST

HALL

B-1

EXIST

HALL

B-13

EXIST

LATRINE

B-14

EXIST

STORAGE

B-15

EXIST

CLASSROOM

B-16

EXIST

VESTIBULE

B-12

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

12' - 10" +/- 44' - 3" +/- 44' - 3" +/- 12' - 10" +/-

51' - 8" INCIDENTAL WORK AREA 114' - 2" WORK AREA 40' - 8" INCIDENTAL WORK AREA

27' -

7"

+/-

23' -

5"

+/-

51' -

0"

WO

RK

AR

EA

EXIST

CLASSROOM

B-8

EXIST

CLASSROOM

B-9

EXIST

CLASSROOM

B-11

EXISTING CLASSROOM

B-10

7'-1" +/-B.O. PIPE

7'-3" +/-B.O. DUCT

7'-10" +/-B.O. DUCT

9'-2" +/-B.O. BEAMS

10'-6" +/-B.O. DECK

8'-0" +/-B.O. DUCT

9'-2" +/-B.O. BEAMS

10'-6" +/-B.O. DECK

1

1 1

CLR

.

6' -

8"

4

2 2

5

3

3

11

5' - 6" +/-

22

8

8

8

8

6 7

9

10

6

12 12

19

14

EXIST ELECTRICALPANEL


A-1012

S-1015

5' - 0" +/- 5' - 0" +/-

10'-6" +/-B.O. DECK

9'-2" +/-B.O. BEAMS

1515

15 15

15 15 13


A-1013

12

1313

19

181518

18

18 18

16 16

16

17

5' - 6" +/-

11

18

1. REMOVE STEEL DOOR, HARDWARE AND FRAME. SEE SHEET H-101 FOR HANDLING AND DISPOSAL REQUIREMENTS.

2. PROVIDE OPENING IN 12-INCH CONCRETE LOAD BEARING WALL FOR WORK SHOWN ON DRAWING A-102. REFER TO STRUCTURAL DETAILS 2/S-101 AND 3/S-101.

3. REMOVE WALL AND CEILING (METAL STUD AND GYPBD). PATCH HOLES IN EXISTING CONCRETE WALLS AND SLAB WITH CEMENTITIOUS MORTAR AND GRIND SMOOTH.

4. PROVIDE OPENING IN EXISTING NON LOAD-BEARING 8-INCH CMU WALL. REMOVE CMU IN SAW-TOOTH CONFIGURATION AND INFILL WITH 8-INCH CMU END BLOCKS TO PROVIDE CLEAR DIMENSION INDICATED.

5. PROVIDE (3'-0"W X 4'-8"H +/-) OPENING IN 12-INCH CONCRETE LOAD BEARING WALL FOR WORK SHOWN ON MECHANICAL DRAWINGS TO ACCOMMODATE DUCTS. REFER TO STRUCTURAL DRAWINGS AND VERIFY OPENING SIZE WITH MECHANICAL CONTRACTOR.

6. SAWCUT AND REMOVE EXISTING 5-INCH THICK CONCRETE SLAB (AND VAPOR RETARDER) TO APPROXIMATE EXTENTS SHOWN FOR UNDERSLAB SANITARY PIPING. COORDINATE WITH PLUMBING CONTRACTOR EXACT EXTENTS REQUIRED. EARTHWORK AND PIPE INSTALLATION BY PLUMBING CONTRACTOR.

7. PROVIDE 5-INCH CONCRETE SLAB INFILL PER STRUCTURAL DETAIL 4/S-101.

8. SCRAPE EXISTING PAINT ON UNDERSIDE OF CONCRETE CEILING ABOVE TO SOUND SUBSTRATE AND PREPARE SURFACE FOR SPECIFIED FINISH. SEE SHEET A-104.

9. REMOVE AND RELOCATE (2) EXISTING STORAGE CAGES TO ROOM B-10 BUILDING 504. REFER TO LOCATIONS SHOWN ON DRAWING 1/A-103. REMOVE AND RELOCATE (2) EXISTING STORAGE CAGES TO ROOM B-10 BUILDING 505. REFER TO DRAWING 1/G-004 FOR BUILDING 505 LOCATION. REFER TO PHOTO 6 AND 7 ON SHEET G-003.

10. EXISTING STORAGE LOCKERS REMOVED BY FACILITY PRIOR TO START OF CONSTRUCTION. REFER TO PHOTOS 10, 11 AND 12 ON SHEET G-003.

11. REMOVE THIS SECTION OF CONCRETE SLAB AT ONSET OF WORK TO ALLOW PLUMBING CONTRACTOR TO VERIFY EXISTING PIPE DEPTH.

12. BOTTOM OF DUCT OR PIPE IS THE LOWEST EXISTING OBSTRUCTION OBSERVED.

13. EXISTING WALL OPENING TO REMAIN FOR DUCTWORK.

14. MODIFY GRATING TO ACCOMMODATE DUCTWORK AND PIPING. SEE DETAIL 5/S-101. COORDINATE FINAL LOCATION OF DUCTWORK AND PIPING WITH MECHANICAL AND PLUMBING CONTRACTORS.

15. INFILL EXISTING WALL OPENING WHERE EXISTING DUCTWORK IS BEING REMOVED (BY MECHANICAL CONTRACTOR) WITH NORMAL WEIGHT CONCRETE. WALL OPENINGS VARY IN SIZE FROM APPROXIMATELY 6" X 12" TO 10" X 20".

16. EXISTING PORTION OF WALL WILL REMAIN EXPOSED TO VIEW. GRIND CONCRETE SMOOTH AND PATCH WITH CEMENTITIOUS MORTAR TO PROVIDE A SMOOTH SURFACE.

17. REMOVE EXISTING 8" CMU WALL IN SAW-TOOTH CONFIGURATION (SIMILAR TO 2/A-101).

18. PROVIDE OPENING IN WALL FOR DUCT. VERIFY SIZE AND LOCATION WITH MECHANICAL CONTRACTOR.

19. MODIFY EXISTING WALL OPENING FOR DUCTWORK. COORDINATE WITH MECHANICAL CONTRACTOR FOR SIZE AND LOCATION. REFER TO DETAIL 4/A-101.

REMOVAL PLAN KEYED NOTES: X

1. REFER TO H-SERIES DRAWINGS FOR ABATEMENT REMOVALS.

2. COORDINATE DIMENSIONS WITH EXISTING FIELD CONDITIONS AND NOTIFY DIRECTOR'S REPRESENTATIVE OF INTERFERENCES, DISCREPANCIES OR OTHER UNFORESEEN CONDITIONS PRIOR TO PROCEEDING WITH THE WORK IN QUESTION.

3. DIMENSIONS NOTED WITH A PLUS/MINUS (+/-) SHOULD BE WITHIN 3-INCHES OF THE NOTED DIMENSION. NOTIFY DIRECTOR'S REPRESENTATIVE OF DISCREPANCIES.

4. PROVIDE EXISTING CONCRETE ENCASED STEEL BEAM REPAIR AS FOLLOWS:REPAIR CRACK IN CONCRETE ALONG LENGTH OF BEAM (APPROXIMATELY 1/2-INCH WIDE) USING EPOXY RESIN ADHESIVE INJECTED UNDER PRESSURE. ASSUME 100 LINEAR FEET OF REPAIR WORK NEEDED.

REMOVAL PLAN GENERAL NOTES:

10' -

6"

+/-

CLEAR

6' - 8"

4

RECEPTICAL AND DATA PORT REMOVED BY ELECTRICAL CONTRACTOR

A

B

C

EXIST

HALL

B-1

EXIST

CLASSROOM

B-8

EXIST

CLASSROOM

B-9

9 TYP

10 TYP

EXISTING OPEINING

INFILL PORTION OF EXISTINGOPENING WITH 8" CMU

REMOVE PORTION OF EXISTING8" CMU WALL FOR SCHEDULEDDUCTWORK. COORDINATE EXACTSIZE AND LOACTION WITHMECHANICAL CONTRACTOR.

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT

NUMBER:

SHEET OF

DRAWING NUMBER:


CONTRACT:

TITLE:

LOCATION:

CLIENT:

CONSULTANT

WARNING:









BUILDING 504



CORTLANDT MANOR, NY


AND NAVAL AFFAIRS

CONSTRUCTION

45558455584555845558----CCCC


7/2

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8 P

M

A-101A-101A-101A-101

BBBBAAAASSSSEEEEMMMMEEEENNNNTTTT RRRREEEEMMMMOOOOVVVVAAAALLLLSSSS

AND REPAIR PLANAND REPAIR PLANAND REPAIR PLANAND REPAIR PLAN

G SPRINGER

T REESE

G SPRINGER

-

SCALE : 1/8" = 1’−0"1

BASEMENT REMOVALS AND REPAIR PLAN N

2 8

SCALE : 1/2" = 1’−0"2

CMU WALL REMOVAL ELEVATIONSCALE : 1/8" = 1’−0"

3EXISTING CAGE LAYOUT

SCALE : 1/2" = 1’−0"4

DUCT OPENING MODIFICATION

2 07/24/2018 ADDENDUM 22


2

FD FD FD

EXIST

BOILER ROOM

B-6

EXIST

AREAWAY

B-7

EXIST

STORAGE ROOM

B-5

EXIST HIGH

VOLTAGE &

COMM ROOM

B-4

EXIST

ELEC. ROOM

B-3

EXIST

VESTIBULE

B-2

EXIST

HALL

B-1

GAME ROOM

B-9

DAY ROOM

B-11

EXIST

HALL

B-13

EXIST

LATRINE

B-14

EXIST

STORAGE

B-15

EXIST

CLASSROOM

B-16

EXISTING CLASSROOM

B-10

LAUNDRY

B-8

EXIST

VESTIBULE

B-12

MECH. ROOM

B-18

911 6 3 1

A

B

C



EXIST ELEC.PANEL

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

CLR

3' -

8"

12' - 10" +/- 44' - 3" +/- 44' - 3" +/- 12' - 10" +/-

51' - 8" INCIDENTAL WORK AREA 114' - 2" WORK AREA 40' - 8" INCIDENTAL WORK AREA

27' -

7"

+/-

23' -

5"

+/-

51' -

0"

WO

RK

AR

EA

13' - 0" 8' - 9" 12' - 4" 2' - 6" 12' - 4" 7' - 6" +/-

CORRIDOR

B-17

CLR

3' -

8"

A-5017

6' -

0"

1' -

0"

24' -

6"

+/-

18' -

6"

+/-

B-1

7BB-17A

B-8

A

B-8

BB

-9A

B-1

1A

B-1

0B

B-1

0A

B-1

7D B-17C

M60-1

M60 M

61

M61

M60-1

M60-1

W1

B-1

8

B-1

B-9

B

B-1

1C

B-1

1B

B-13

8

4' -

10"

13' -

8"

M60-2

M60-2

M60-2

M60-2

2

33

4

5 5 5

7

6

6' -

0"

3' -

6"

5

A-401

EQ EQ

A-401 4 A-401 1

A-5011

M60-1

M60-1

M60-1

M60-1

A-5013

A-5012

A-401 2

5 5 5

9

A-5018

A-5018

1

9 9

A-5019

MIRRA-501

9

1

5

10 10 10

5

5

11

1111

11

1212

12

12 12

12

11

5

16' - 7" 22' - 9" 16' - 10" 15' - 0" 15' - 0" 15' - 0"

1. SEE INTERIOR ELEVATIONS 2 AND 3 ON SHEET A-102 FOR ADDITIONAL INFORMATION.

2. UNDER SLAB LINT SEPARATOR ACCESS COVER PROVIDED BY PLUMBING CONTRACTOR.

3. ALIGN GYPBD WITH FACE OF EXISTING MASONRY WALL.

4. PROVIDE BOX OUT IN WALL TO ACCOMMODATE DUCTWORK. COORDINATE EXACT SIZE AND LOCATION WITH MECHANICAL CONTRACTOR.

5. PROVIDE CONTROL JOINT IN GYPBD SUBMIT SHOP DRAWING OF DIMENSIONS AND LOCATIONS.

6. PROVIDE BACKER ROD AND ACOUSTIC SEALANT ON BOTH SIDES OF WALL.

7. PROVIDE ACOUSTIC SEALANT AT WALL PENETRATIONS.

8. PROVIDE 8" CMU BLOCK INFILL IN SAW-TOOTH CONFIGURATION AT EXISTING DOOR OPENING. SECURE CMU TO EXISTING WITH BUCK ANCHORS EVERY OTHER COURSE.

9. SLOPE RESINOUS FLOORING FROM 3/8" THICK TO 1/4" THICK TO PROVIDE POSITIVE DRAINAGE TO FLOOR DRAINS.

10. FLOOR DRAIN PROVIDED BY PLUMBING CONTRACTOR.

11. EXISTING WALL OPENING TO REMAIN FOR DUCTWORK.

12. SCHEDULED WALL OPENING FOR DUCTWORK. REFER TO SHEET A-101 FOR ADDITIONAL INFORMATION.

PLAN KEYED NOTES: X

1. DIMENSIONS FOR STUD PARTITIONS ARE TO FACE OF STUD. DIMENSIONS FOR MASONRY WALLS ARE TO FACE OF MASONRY. DIMENSIONS TO EXISTING CONSTRUCTION ARE TO FINISHED FACE OF CONSTRUCTION.

2. DIMENSIONS NOTED AS “CLR” ARE TO FINISHED SURFACE AND ARE CRITICAL FOR CODE REQUIREMENTS OR BUILT-IN FURNISHINGS.

3. COORDINATE DIMENSIONS WITH EXISTING FIELD CONDITIONS AND NOTIFY DIRECTOR'S REPRESENTATIVE OF INTERFERENCES, DISCREPANCIES OR OTHER UNFORESEEN CONDITIONS PRIOR TO PROCEEDING WITH THE WORK IN QUESTION.

4. FIELD VERIFY FINISHED DIMENSIONS AND CLEARANCES IN SPACES INDICATED TO RECEIVE BUILT-IN FURNISHINGS OR CASEWORK PRIOR TO FABRICATION.

5. DIMENSIONS NOTED WITH A PLUS/MINUS (+/-) SHOULD BE WITHIN 3-INCHES OF THE NOTED DIMENSION. NOTIFY DIRECTOR'S REPRESENTATIVE OF DISCREPANCIES.

6. EXISTING WALL PENETRATIONS THROUGH EXISTING CMU AND CONCRETE WALLS NOTED ON SHEET G-003 REQUIRING FIRE-RESISTANT RATING, REQUIRE THE FOLLOWING WORK:

A. REMOVE EXISTING FILL MATERIAL FROM APPROXIMATELY 200 PENETRATIONS (EACH AT DIFFERENT LOCATIONS) VARYING IN DIAMETER FROM APPROXIMATELY 1" TO 6". PROVIDE A FIRE-STOPPING SYSTEM EQUAL TO THE REQUIRED WALL FIRE-RESISTANCE RATING.

B. PROVIDE FIRE-STOPPING JOINT SYSTEM AT THE HEAD OF WALL AS NOTED ON DETAILS 5 AND 6 ON SHEET A-001.

PLAN GENERAL NOTES:

7' -

2"

10' -

6"

+/-

B-17B

EXISTING CONCRETE WALL

EXISTING PIPING (SEE PHOTO 4/G-003)WITH FIRESTOPPING PROVIDED ATPARTITION

CORNER GUARD

SCHEDULED BASE

SCHEDULED DOOR AND HARDWARE

SCHEDULED PARTITION

STEEL REINFORCEMENT AT WALL OPENING(REFER TO STRUCTURAL DRAWINGS)

A-1045

B-17D

8' -

2"

10' -

6"

+/-


EXISTING PIPING (SEE PHOTO 2/G-003)WITH FIRESTOPPING PROVIDED ATPARTITION

CORNER GUARD

SCHEDULED BASE

SCHEDULED DOOR AND HARDWARE

SCHEDULED PARTITION

STEEL REINFORCEMENT AT WALL OPENING (REFER TO STRUCTURAL DRAWINGS)

A-1044

DUCTWORK BY MECHANICALCONTRACTOR

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT

NUMBER:

SHEET OF

DRAWING NUMBER:


CONTRACT:

TITLE:

LOCATION:

CLIENT:

CONSULTANT

WARNING:









BUILDING 504



CORTLANDT MANOR, NY


AND NAVAL AFFAIRS

CONSTRUCTION

45558455584555845558----CCCC


7/2

4/2

018 3

:56:1

9 P

M

A-102A-102A-102A-102

BBBBAAAASSSSEEEEMMMMEEEENNNNTTTT FFFFLLLLOOOOOOOORRRR PPPPLLLLAAAANNNN

G SPRINGER

T REESE

G SPRINGER

-

SCALE : 1/8" = 1’−0"1

BASEMENT FLOOR PLAN

N

3 8

SCALE : 1/2" = 1’−0"2

INTERIOR ELEVATION AT DOOR B−17BSCALE : 1/2" = 1’−0"

3INTERIOR ELEVATION AT DOOR B−17D

2

07/24/2018 ADDENDUM 22


22

2

911 6 3 1

A

B

C

EXIST

BOILER ROOM

B-6

EXIST

STORAGE ROOM

B-5

EXIST HIGH

VOLTAGE &

COMM ROOM

B-4

EXIST

ELEC. ROOM

B-3

EXIST

VESTIBULE

B-2

EXIST

HALL

B-1

GAME ROOM

B-9

DAY ROOM

B-11

EXISTING CLASSROOM

B-10

MECH. ROOM

B-18

EXIST

HALL

B-13

EXIST

LATRINE

B-14

EXIST

STORAGE

B-15

EXIST

CLASSROOM

B-16

EXIST

AREAWAY

B-7

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

UNEXCAVATED

LAUNDRY

B-8

UNEXCAVATED

1 1 1

1 1

1

2

2

2

2

ERV-1

MAU-1

FCU-1 FCU-2

CORRIDOR

B-17

2

A-104

5

A-1042

A-104SIM

2

3

A-104

4

A-104

3

A-104

1. EXISTING PIPING AND NOT ALL SCHEDULED DEVICES SHOWN FOR CLARITY. REFER TO PHOTOS ON SHEET G-003 FOR EXISTING CONDITIONS.

2. EXISTING CEILING PENETRATIONS THROUGH THE EXISTING CONCRETE SLAB NOT SHOWN ON CEILING. INCLUDED WITHIN THE WORK IS THE FOLLOWING:

A. REMOVE EXISTING FILL MATERIAL FROM THE ANNULAR SPACE FROM APPROXIMATELY 90 PENETRATIONS WITHIN THE WORK AREA (EACH AT DIFFERENT LOCATIONS) VARYING IN DIAMETER FROM APPROXIMATELY 1" TO 6". PROVIDE A 2-HR INTUMESCENT FIRE-STOPPING SYSTEM (UL DESIGN NO. C-AJ-1184) AT THE EXISTING PENETRATIONS FOR A ONE-SIDED INSTALLATION.

3. MECHANICAL, ELECTRICAL AND PLUBMING SYSTEMS SHOW IN THEIR ENTIRETY FORREFERENCE AND CLARITY.

CEILING PLAN GENERAL NOTES:

LIGHT FIXTURE BY E-CONTRACT

EXISTING LIGHT FIXTURE TO REMAIN

DUCTWORK BY H-CONTRACT

EXISTING DUCTWORK TO REMAIN

SPRINKLER HEAD BY P-CONTRACT

CEILING PLAN SYMBOL LEGEND:

1. PAINT CONCRETE CEILING, AND ALL SCHEDULED AND EXISTING PIPING, DUCTWORK, CONDUITS AND WIRING. SEE MECHANICAL, PLUMBING, AND ELECTRICAL CONTRACT DRAWINGS FOR ADDITIONAL EXISTING TO REMAIN ITEMS AND SCHEDULED ITEMS THAT REQUIRE PAINTING WITHIN THE C-CONTRACT. REFER TO PHOTOS ON SHEET G-003 FOR EXISTING CONDITIONS.

2. PAINT DUCTWORK IN THIS SPACES THAT IS OUTSIDE OF WORK AREA.

CEILING PLAN KEYED NOTES: X10' - 6" +/-

BOTTOM OF SLAB

9' - 2" +/-

BOTTOM OF CONCRETE BEAM BEYOND

8' - 2"

TOP OF OPENING INCONCRETE WALL

7' - 6"

BOTTOM OF DUCT

STEEL DOOR FRAME

DUCTWORK BEYOND BY MECHANICAL CONTRACTORSHOWN FOR REFERENCE

6" METAL STUDS @ 16" OC

CONCRETE BEAM BEYOND


EXISTING CONCRETE FLOOR SLAB ABOVE



FIRESTOPPING JOINT SYSTEM

BACKER ROD AND TYPE 1D SEALANT

2-5/8" METAL STUDS @ 16" OC

5/8" TYPE X GYPBD

COORDINATE INSTALLATION OF SOFFIT WITH INSTALLATION OF FIRESTOPPING JOINT SYSTEM AT HEAD OF WALL AND COORDINATE REVIEW OF FIRESTOPPING WITH DIRECTOR'S REPRESENTATIVE PRIOR TO ENCLOSING SOFFIT.

10' - 6" +/-

BOTTOM OF SLAB

7' - 6"

BOTTOM OF DUCT

STEEL DOOR FRAME


6" METAL STUDS @ 16" OC

5/8" TYPE X GYPBD




2-5/8" METAL STUDS @16" OC

FIRESTOPPING JOINT SYSTEM



5/8" TYPE X GYPBD

COORDINATE INSTALLATION OF SOFFIT WITH INSTALLATION OF FIRESTOPPING JOINT SYSTEM AT HEAD OF WALL

10' - 6" +/-

BOTTOM OF SLAB

9' - 2" +/-


8' - 2"


7' - 8"

BOTTOM OF DUCT








5/8" TYPE X GYPBD BOTH SIDES7' - 0" +/-

BOTTOM OF SOFFIT 2-5/8" STRAP BRACING AT EACH STUD

5/8" TYPE X GYPBD

10' - 6" +/-

BOTTOM OF SLAB

9' - 2" +/-


7' - 2"







1-1/2" METAL FURRING STRIPS

7' - 0" +/-

BOTTOM OF SOFFIT

5/8" TYPE X GYPBD BOTH SIDES

5/8" TYPE X GYPBD

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT

NUMBER:

SHEET OF

DRAWING NUMBER:


CONTRACT:

TITLE:

LOCATION:

CLIENT:

CONSULTANT

WARNING:









BUILDING 504



CORTLANDT MANOR, NY


AND NAVAL AFFAIRS

CONSTRUCTION

45558455584555845558----CCCC


7/24/2018 5:35:51 PM

A-104A-104A-104A-104

BBBBAAAASSSSEEEEMMMMEEEENNNNTTTT CCCCEEEEIIIILLLLIIIINNNNGGGG PPPPLLLLAAAANNNN

G SPRINGER

T REESE

G SPRINGER

-

SCALE : 1/8" = 1’−0"1

BASEMENT CEILING PLAN N

5 8

SCALE : 3/4" = 1’−0"2

SOFFIT DETAIL

07/24/2018 ADDENDUM 22

SCALE : 3/4" = 1’−0"3

SOFFIT DETAIL


2

2

2

SCALE : 3/4" = 1’−0"4

SOFFIT DETAILSCALE : 3/4" = 1’−0"

5SOFFIT DETAIL

22

2

EXISTING LIGHT FIXTURES TO REMAIN

DRYER EXHAUST DUCT BY MECHANICAL CONTRACTOR

PROVIDE FIRE EXTINGUISHER CABINET AND TENT SIGN BEYOND

EXISTING PIPING TO REMAIN. APPROXIMATE LOCATIONS SHOWN FOR REFERENCE.

7' -

0"

7' -

1"

+/-

RESINOUS COVE BASE

PETG PANEL JOINT

OPEN

4' - 0"

METAL CAP

7' -

9"

+/-

10' -

6"

+/-

9' -

2"

+/-

OPEN

13' - 8" 4' - 4"


METAL PIPE ENCLOSURE

8

A-501

SPRINKLER PIPING BY PLUMBING CONTRACTOR

PETG WALL PANEL

11

A-501

SINK AND CONTROLS BY PLUMBING CONTRACTOR

3' -

0"

3' -

0"

7' -

4"



LAUNDRY

B-8

CORRIDOR

B-17

CLEAR

1' - 10 3/4"

2' - 6"

DRYERDRYER

DUCT PROVIDEDBY MECHANICALCONTRACTOR

DUCT PROVIDEDBY MECHANICALCONTERACTOR

3-5/8" 20GA STRAP BRACING

ALUMINUM CAP

12" DUCT


5/8" TYPE MOISTURE RESISTANT GYPBD

EXISTING LIGHTFIXTURES TOREMAIN

A-50110

RESINOUS COVE BASE

RESINOUS COVE BASE

PETG PANEL JOINT

METAL CAP

4' -

0"

7' -

9"

+/-

10' -

6"

+/-

7' -

1"

+/-

4' - 0"

9' -

2"

+/-

EXISTING LIGHTFIXTURES TOREMAIN

DRYER EXHAUST DUCT BY MECHANICAL CONTRACTOR




OPEN

OPEN

13' - 8" 4' - 4"

OUTLET BY ELECTRICAL CONTRACTOR TYP

DUCT BY MECHANICAL CONTRACTOR TYP


PETG WALL PANEL 7' -

4"



LAUNDRY

B-8

CORRIDOR

B-17

7" 7"

SCHEDULED OPENING

3' - 1" +/-

5' -

4"

SC

HE

DU

LE

D O

PE

NIN

G

4' -

2"

+/-

1' -

0"

6' -

0"

EX

IST

ING

2' -

4"

+/-

2' -

2"

1' - 3"

EXISTING OPENING

7' - 8" +/-1' - 9"

OP

EN

ING

EXISTING DOOR

DUCT, LOUVER AND INFILL PANELS BY MECHANICAL CONTRACTOR

DUCT, LOUVER AND INFILL PANEL BY MECHANICAL CONTRACTOR

WALL REINFORCEMENT(REFER TO STRUCTURAL DRAWING S-101)

EXISTING LIGHT FIXTURES TO REMAIN



RESINOUS COVE BASE

PETG PANEL JOINT

OPENMETAL CAP

OPEN


METAL PIPE ENCLOSURE

7' -

9"

+/-

10' -

6"

+/-

7' -

0"

7' -

1"

+/-

9' -

2"

+/-

13' - 8" 4' - 4"

4' - 0"

WASHER BOX PROVIDED BY PLUMBING CONTRACTORTYP

OUTLET BY ELECTRICAL CONTRACTOR TYP

8

A-501

PETG WALL PANEL


11

A-501

7' -

4"



CORRIDOR

B-17

LAUNDRY

B-8

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT

NUMBER:

SHEET OF

DRAWING NUMBER:


CONTRACT:

TITLE:

LOCATION:

CLIENT:

CONSULTANT

WARNING:









BUILDING 504



CORTLANDT MANOR, NY


AND NAVAL AFFAIRS

CONSTRUCTION

45558455584555845558----CCCC


7/2

4/2

018 3

:56:2

0 P

M

A-401A-401A-401A-401

IIIINNNNTTTTEEEERRRRIIIIOOOORRRR EEEELLLLEEEEVVVVAAAATTTTIIIIOOOONNNNSSSS AAAANNNNDDDD

SECTIONSSECTIONSSECTIONSSECTIONS

G SPRINGER

T REESE

G SPRINGER

-

6 8

SCALE : 1/2" = 1’−0"4

LAUNDRY ROOM SERVICE SINK WALL ELEVATIONSCALE : 1/2" = 1’−0"

3PARTIAL HEIGHT WALL SECTION

SCALE : 1/2" = 1’−0"1

LAUNDRY ROOM DRYER WALL ELEVATION

SCALE : 1/2" = 1’−0"5

EXISTING AREAWAY B−7 SECTION

SCALE : 1/2" = 1’−0"2

LAUNDRY ROOM WASHER WALL ELEVATION

07/24/2018 ADDENDUM 22


2

2

2

2

3' -

2"

5' - 0" +/- 0' - 11" 0' - 11" 5' - 0" +/-

3' -

2"

B-9

A

B-1

1A

A-5014

A-6014

TYP

A-5015

CLR

1' - 6"

CLR

1' - 6"

CORNER GUARDS, TYP

5' - 0" +/-

CLR

1' - 6"

3' -

2"

B-1

0A

A-6016

CORNER GUARDS, TYP

1' - 5" 5' - 0" +/-

CLR

1' - 6"

3' -

2"

B-1

0B

A-5016

CORNER GUARD, TYP

D

DUCT PROVIDED BYMECHANICAL CONTRACTOR

12" DRYER EXHAUST DUCT BY MECHANICAL CONTRACTOR

CLEAR

1' - 10 3/4"DUCT PROVIDED BYMECHANICAL CONTRACTORTYP 2' - 6"

D

D

D

D

D

D

D

D

D

3-5/8" 20 GA METAL BRACING AT EACH STUD

3

A-401

A-401 1

13' -

8"

ALUMINUM WALL CAPADHERED TO SUBSTRATE

5/8" FIRE TREATED PLYWOOD

TYPE 1 SEALANT

3-5/8" 20GA STRAPBRACING 16" OC (COORDLOCATION WITH MECHCONTRACTOR)

3-5/8" 20GA METAL STUDS @ 16" OC

5/8" MOISTURE RESISTANT GYPBD

1 1

/2"

PETG WALL PANEL

FIRE-RESISTIVE JOINT SYSTEM

5/8" TYPE X GYPBD

DOUBLE STUD TYP @ JAMB

STEEL DOOR FRAME

1" GYP LINER PANEL

6" METAL C-H STUD TYP @GYP LIINER PANEL

5/8" TYPE X GYPBD


MINERAL WOOL INSULATIONWITH SEALANT ON ROOM SIDE OF SAME TYPE REQUIRED ATFIRE-RESISTIVE JOINT SYSTEMS.THIS LOCATION IS NOT REQUIREDTO BE FIRE-RATED AND IS PROVIDEDFOR CONSISTENCY PURPOSES

1" GYP LINER PANEL

4"

4"

6" METAL J-RUNNER TYP @ ENDOF GYP LINER PANEL

CORNER GUARD


1' -

0"

+/-




CORNER GUARD

CEMENTITIOUS MORTAR TO PROVIDE SMOOTH SURFACE



5/8" TYPE X GYPBD

6" METAL J-RUNNER TYP@ END OF GYP LINER PANEL

6" METAL C-H STUD TYP@ GYP LINER PANEL

1" GYP LINER PANEL

4"

STEEL DOOR FRAME

DOUBLE STUD TYP @ JAMB

5/8" TYPE X GYPBD



CORNER GUARD

4"

1" GYP LINER PANEL

WALL BELOW

PETG PANEL

5/8" MOISTURE RESISTANTGYPBD

6" METAL STUDS

VENT PIPE BY PLUMBINGCONTRACTOR

1' -

0"

6"


1' -

0"

+/-

(2) LAYERS 5/8" TYPE X GYPBD EACH SIDE


CORNER GUARD

DOUBLE STUD AT JAMB,TYP

STEEL DOOR FRAME


WALL BELOW

ALUMINUM CLIP ANGLE SECURED TO CONCRETE WALL


ALUMINUM PIPE ENCLOSURE (CONTINUOUS), SECURED TO CLIP ANGLES AT 4 LOCATIONS WITH #10 PAN HEAD SCREWS

PIPING BY PLUMBING CONTRACTOR

2"

6"

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT

NUMBER:

SHEET OF

DRAWING NUMBER:


CONTRACT:

TITLE:

LOCATION:

CLIENT:

CONSULTANT

WARNING:









BUILDING 504



CORTLANDT MANOR, NY


AND NAVAL AFFAIRS

CONSTRUCTION

45558455584555845558----CCCC


7/2

4/2

018 3

:56:2

0 P

M

A-501A-501A-501A-501

EEEENNNNLLLLAAAARRRRGGGGEEEEDDDD PPPPLLLLAAAANNNNSSSS AAAANNNNDDDD

DETAILSDETAILSDETAILSDETAILS

G SPRINGER

T REESE

G SPRINGER

-

7 8

SCALE : 1/2" = 1’−0"1

ENLARGED PLAN 1SCALE : 1/2" = 1’−0"

2ENLARGED PLAN 3

SCALE : 1/2" = 1’−0"3

ENLARGED PLAN 2

SCALE : 1/2" = 1’−0"7

LAUNDRY ROOM PARTIAL HEIGHT WALL PLAN DETAIL

SCALE : 1 1/2" = 1’−0"10

ALUMINUM WALL CAP DETAIL

SCALE : 1 1/2" = 1’−0"6

PLAN DETAIL 3

SCALE : 1 1/2" = 1’−0"4

PLAN DETAIL 1

SCALE : 1 1/2" = 1’−0"5

PLAN DETAIL 2

SCALE : 1 1/2" = 1’−0"8

PLAN DETAIL 4SCALE : 1 1/2" = 1’−0"

9PLAN DETAIL 5

SCALE : 1 1/2" = 1’−0"11

PIPE ENCLOSURE DETAIL

2

07/24/2018 ADDENDUM 22


F

FLUSH

SCHEDULE

SEE

SE

E S

CH

ED

ULE

NG

NARROW GLASS

5" 8"SCHEDULE

SEE

1' -

2"

1' -

8"

SE

E S

CH

ED

ULE SCHEDULED

GLASS

1

SE

E S

CH

ED

ULE

4" SCHEDULE

SEE2" 2"

W1

TYPE G GLASSROOM SIDE

STEEL WINDOW

3' -

0"

4' -

0"

4' - 0" 4' - 0"

8' - 0"

2" 2"

WELDED ANCHORS

STEEL DOOR FRAME

1/2

"

TYP.UON

2"

5/8"

DOUBLE STUDS TYP @ JAMBS

SEE WALL TYPES FOR WALL CONSTRUCTION & MATERIALS

SEALANT AT PERIMETER(BOTH SIDES, TYP)

4"

DASHED LINE REPRESENTS WALL WHERE APPLICABLE

CPT RF

SCHEDULED DOOR

1 1/2"

EXISTING CONCRETECPT

SCHEDULED DOOR

WELDED ANCHORS

STEEL DOOR FRAME

1/2

"

2"

5/8"



EXISTING CMU WALL

4"

FIRE-RESISTIVE JOINT SYSTEM (BOTH SIDES, TYP)

WELDED ANCHORS

STEEL DOOR FRAME

1/2

"

TYP.UON

2"

5/8"

DOUBLE STUDS TYP @ JAMBS



4"

DASHED LINE REPRESENTS WALL WHERE APPLICABLE

RESINOUS FLOORING

RESINOUS COVE BASE

4"

METAL COVE STRIP

PETG WALL PANEL WHEREAPPLICABLE

WALL CONSTRUCTION VARIESREFER TO FLOOR PLANS AND WALL TYPES

SHEET TITLE:

APPROVED:

FIELD CHECK:

DRAWN BY:

DESIGNED BY:

PROJECT

NUMBER:

SHEET OF

DRAWING NUMBER:


CONTRACT:

TITLE:

LOCATION:

CLIENT:

CONSULTANT

WARNING:









BUILDING 504



CORTLANDT MANOR, NY


AND NAVAL AFFAIRS

CONSTRUCTION

45558455584555845558----CCCC


7/2

4/2

018 3

:56:2

1 P

M

A-601A-601A-601A-601

DDDDOOOOOOOORRRR SSSSCCCCHHHHEEEEDDDDUUUULLLLEEEE,,,, DDDDOOOOOOOORRRR

AAAANNNNDDDD FFFFRRRRAAAAMMMMEEEE TTTTYYYYPPPPEEEESSSS

G SPRINGER

T REESE

G SPRINGER

-

SCALE : 1/4" = 1’−0"

DOOR TYPESSCALE : 1/4" = 1’−0"

DOOR FRAME TYPES

DOOR SCHEDULE

DO

OR

#

ROOM

NAME

DOOR FRAME DETAILS

GL

AS

S T

YP

E

SE

CU

RE

FIR

E R

AT

ING

HARDWARE

REMARKS DO

OR

#

SIZE

TY

PE

MA

TE

RIA

L-F

INIS

H

TY

PE

MA

TE

RIA

L-F

INIS

H

AN

CH

OR

S

HE

AD

JA

MB

SIL

L

SE

T #

HA

ND

KE

YS

IDE

CO

VE

RP

LA

TE

WID

TH

HE

IGH

T

TH

ICK

NE

SS

BASEMENT FLOOR PLAN

B-1 CORRIDOR 3' - 0" 7' - 0" 1 3/4" NG ETR - PT 1 ETR - PT ETR ETR ETR ETR ETR NO 90 ETR ETR ETR - 1, 2 (EXISTING) B-1

B-8A LAUNDRY 3' - 0" 7' - 0" 1 3/4" NG STL - PT 1 STL - PT WELD-IN - 4/A-601 - G YES 20 1 LH ENTRY - - B-8A

B-8B LAUNDRY 3' - 0" 7' - 0" 1 3/4" NG STL - PT 1 STL - PT WELD-IN - 4/A-601 - G YES 20 1 RH ENTRY - - B-8B

B-9A GAME ROOM 3' - 0" 7' - 0" 1 3/4" NG STL - PT 1 STL - PT WELD-IN - 4/A-601 7/A-601 G YES 20 2 RH ENTRY - - B-9A

B-9B GAME ROOM 3' - 0" 7' - 0" 1 3/4" NG ETR - PT 1 ETR - PT ETR ETR ETR 7/A-601 ETR YES 90 ETR ETR ETR - 1 (EXISTING) B-9B

B-10A EXISTINGCLASSROOM

3' - 0" 7' - 0" 1 3/4" NG STL - PT 1 STL - PT WELD-IN - 4/A-601 - G YES 20 3 LH ENTRY - - B-10A

B-10B EXISTINGCLASSROOM

3' - 0" 7' - 0" 1 3/4" NG STL - PT 1 STL - PT WELD-IN - 4/A-601 - G YES 20 4 RH ENTRY - - B-10B

B-11A DAY ROOM 3' - 0" 7' - 0" 1 3/4" NG STL - PT 1 STL - PT WELD-IN - 4/A-601 7/A-601 G YES 20 2 LH ENTRY - - B-11A

B-11B DAY ROOM 3' - 0" 7' - 0" 1 3/4" NG ETR - PT 1 ETR - PT ETR ETR ETR 7/A-601 ETR YES 90 ETR ETR ETR - 1 (EXISTING) B-11B

B-11C DAY ROOM 3' - 0" 7' - 0" 1 3/4" NG ETR - PT 1 ETR - PT ETR ETR ETR ETR ETR ETR - ETR ETR ETR - 1 (EXISTING) B-11C

B-13 CORRIDOR 3' - 0" 7' - 0" 1 3/4" NG ETR - PT 1 ETR - PT ETR ETR ETR ETR ETR ETR 90 ETR ETR ETR - 1, 2 (EXISTING) B-13

B-17A CORRIDOR 3' - 0" 7' - 0" 1 3/4" NG STL - PT 1 STL - PT WELD-IN - 5/A-601 - G YES 90 5 RH ENTRY - - B-17A

B-17B CORRIDOR 4' - 0" 7' - 0" 1 3/4" F STL - PT 1 STL - PT WELD-IN - 5/A-601 - - YES 90 6 LH +RH ENTRY - - B-17B

B-17C CORRIDOR 3' - 0" 7' - 0" 1 3/4" NG STL - PT 1 STL - PT WELD-IN - 5/A-601 - G YES 90 5 LH ENTRY - - B-17C

B-17D CORRIDOR 4' - 0" 7' - 0" 1 3/4" F STL - PT 1 STL - PT WELD-IN - 5/A-601 - - YES 90 6 LH +RH ENTRY - - B-17D

B-18 MECH. ROOM 3' - 0" 7' - 0" 1 3/4" F STL - PT 1 STL - PT WELD-IN - 4/A-601 - - YES 20 5 LH ENTRY - - B-18

ROOM FINISH SCHEDULE

ROOM

NUMBER ROOM NAME FLOOR BASE

WALLS

CEILING REMARKSNORTH SOUTH EAST WESTBASEMENT FLOOR PLAN

B-8 LAUNDRY RF RCB PT PETG PETG/PT PT PT 1, 2, 4, 5

B-9 GAME ROOM CPT RB PT PT PT PT PT 3, 4

B-10 EXISTING CLASSROOM ETR ETR ETR ETR PT ETR ETR

B-11 DAY ROOM CPT RB PT PT PT PT PT 3, 4

B-17 CORRIDOR RF RCB PT PT PT PETG/PT PT 1, 4, 5

B-18 MECH. ROOM RF RCB PETG PT PETG/PT PT PT 4, 5

1 2SCALE : 1/4" = 1’−0"

INTERIOR WINDOW TYPES3

REMARKS

1. WHERE INDICATED PETG/PT, PROVIDE PETG PANELS 4'-0" HIGH AFF.

2. PROVIDE PETG PANELS ON PARTIAL HEIGHT WALLS.

3. PROVIDE TRANSITION STRIP PER DETAIL 6/A-601. IF ALTERNATE NO. 1 IS ACCEPTED, PROVIDE PER DETAIL 7/A-601 WHERE APPLICABLE.

4. PAINTING OF CEILING INCLUDES PAINTING (EXISTING AND SCHEDULED) CONDUITS, PIPING, DUCTWORK, ETC.

5. PROVIDE RESINOUS FLOORING AND BASE.

SCALE : 1 1/2" = 1’−0"4

JAMB DETAIL A

N.T.S.SCALE :8

FLOOR TRANSITION DETAIL B

8 8

N.T.S.SCALE :7

FLOOR TRANSITION DETAIL A

REMARKS

1. EXISTING 3'-0" X 7'-0" STEEL DOOR (WITH VISION LITE) AND FRAME TO REMAIN. REMOVE EXISTING HARDWARE (RIM EXIT DEVICE, CLOSER, AND STRIKE PLATES) AND SALVAGE FOR RE-INSTALLATION. PAINT DOOR AND FRAME PAINT TYPE IAL-3 AND REINSTALL SALVAGED HARDWARE. DO NOT PAINT OVER EXISTING FIRE LABEL.

2. HARDWARE INCLUDES A MAGNETIC DOOR HOLD OPEN. WIRING AND CONNECTION TO THE FIRE ALARM SYSTEM BY ELECTRICAL CONTRACTOR.

ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

ETR

SCALE : 1 1/2" = 1’−0"6

JAMB DETAIL C

FINISH ABBREVIATIONS

CONC CONCRETECPT CARPET (TILE TYPE)ETR EXISTING TO REMAINPETG POLYETHYLENE TEREPHTHALATE PLASTIC PANELSPT PAINTRB RESILIENT BASERCB RESINOUS COVE BASERF RESINOUS FLOORING

NONE

SCALE : 1 1/2" = 1’−0"5

JAMB DETAIL B

GENERAL FINISH NOTES

1. PAINT EXPOSED FIRESTOPPING TO MATCH ADJACENT WALL COLOR.

2

2

2

07/24/2018 ADDENDUM 22

REVISED DRAWING 07/24/2018N.T.S.SCALE :

9RESINOUS COVE BASE DETAIL

2

2

2

2