Attachment 2 Signed and Sealed Drawings Replace ICU and 200N Roofs.pdf

PDF 5 MB Posted Apr 26, 2024

Attached to: Y1DA--632-21-118 Replace ICU and 200N Roofs at Northport VA Medical Center 79 Middleville RD, Northport, NY 11768
Solicitation number: 36C24224B0027
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 2

About this file

Written by GovTribe AI · Apr 26, 2024

This document is a Solicitation for the replacement of the Building 200ICU roof (approximately 7,000 sq.ft.) and Building 200N flat roof (approximately 14,000 sq.ft.) at the Northport VA Medical Center. The project includes furnishing all necessary professional construction services to replace the roofs, including new roofing systems, flashing, insulation, drainage, and lightning protection. Key details include:

The scope of work involves removing the existing roofing systems down to the decking, installing new TPO roofing systems with tapered insulation, new flashing, and new roof drainage. All work must be coordinated with the Contracting Officer Representative to maintain operations at the occupied medical center. The project is expected to take up to 400 calendar days and be completed in 4 phases. The contractor must utilize the VA's Autodesk Build Construction management platform for all project communications and document management. There are various safety, security, quality control, and records management requirements the contractor must comply with. The solicitation number is 36C24224B0027 and the project number is 632-21-118.

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Other files

File	Type	Posted
Attachment 5 FAR 52.225-2 BUY AMERICAN CERTIFICATE.pdf	PDF	Apr 26, 2024
S02 Participation Goals for Minorities and Females.pdf	PDF	Apr 26, 2024
Attachment 3 Signed and Sealed Specifications Replace ICU and 200N Roofs.pdf	PDF	Apr 26, 2024
Attachment 4 VA NOTICE OF LIMITATIONS ON SUBCONTRACTING CERTIFICATION.pdf	PDF	Apr 26, 2024
36C24224B0027_1.docx	DOCX document	Apr 26, 2024

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Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

TITLE SHEET & DRAWING INDEX FINAL BID DOCUMENTS REPLACE ICU AND 200 NORTH

ROOFS

79 MIDDLEVILLE ROAD

NORTHPORT, NY 11768

2022-03-18

GI001

632-21-118

JPK CJR

REV 0 FINAL BID DOCUMENTS 2022-03-18

"Unauthorized alteration or addition to any plans, specifications or reports bearing a Licensed Professional Engineer's seal is a violation of Section 7209, subdivision 2, of the New York State Education Law".

ACM TESTING

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, SUITE 4100

STONEHAM, MA 02180

TEL: 781-275-6050

INFO@MABBETT.COM

WWW.MABBETT.COM

DRONE THERMAL IMAGING

EAGLEHAWK ONE, INC.

3819 SOUTH PARK AVE,

BUFFALO, NY 14219

CELL: 716-698-2385

AHERR@EAGLEHAWK.IO

REPLACE ICU AND 200 NORTH

ROOFS

ICU

PARKING

LOT L

KEYPLAN

200N

PARKING LOT L

STAGING AREA

BUILDING 200

ICU

BUILDING 200N

3/18/2022

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text

NORTHPORT VAMC

AutoCAD SHX Text

79 MIDDLEVILLE ROAD NORTHPORT, NY 11768

AutoCAD SHX Text N

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

NOTES AND LEGENDS FINAL BID DOCUMENTS REPLACE ICU AND 200 NORTH

ROOFS

79 MIDDLEVILLE ROAD

NORTHPORT, NY 11768

2022-03-18

GI002

632-21-118

JPK CJR

REV 0 FINAL BID DOCUMENTS 2022-03-18

ACM TESTING

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, SUITE 4100

STONEHAM, MA 02180

TEL: 781-275-6050

INFO@MABBETT.COM

WWW.MABBETT.COM

DRONE THERMAL IMAGING

EAGLEHAWK ONE, INC.

3819 SOUTH PARK AVE,

BUFFALO, NY 14219

CELL: 716-698-2385

AHERR@EAGLEHAWK.IO

ROOF DRAIN

VENT PIPE

VENTILATION HOOD WITH CURB

ROOF OR SMOKE HATCH

ARCHITECTURAL GENERAL NOTES:

1. THE CONTRACTOR SHALL COORDINATE ALL WORK ASSOCIATED WITH THIS PROJECT WITH THE SUB-CONTRACTORS, TO

PROVIDE A COMPLETE AND FINISHED PROJECT.

2. THIS FACILITY IS OCCUPIED. THE CONTRACTOR SHALL BE RESPONSIBLE FOR ALL MEANS AND METHODS OF

CONSTRUCTION AND SHALL BE RESPONSIBLE TO THE VA COR FOR PROVIDING A SAFE WORK ENVIRONMENT DURING THE CONSTRUCTION PERIOD. THE CONTRACTOR SHALL ENSURE THE SAFETY OF PATIENTS AND VA STAFF IS NOT

COMPROMISED DUE TO ANY CONSTRUCTION RELATED ACTIVITIES.

3. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE MANUFACTURER'S WRITTEN INSTRUCTIONS AND

RECOMMENDATIONS.

4. DIMENSIONS AND DETAILS ARE BASED ON THE BEST AVAILABLE INFORMATION AND THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING FIELD DIMENSIONS BEFORE ORDERING MATERIALS AND PREFABRICATED ITEMS.

5. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST PROFESSIONAL MANNER BY CONTRACTOR SKILLED IN THEIR

RESPECTIVE TRADES.

6. THE CONTRACTOR SHALL BE RESPONSIBLE FOR INSPECTING AND CORRECTING HIS/HER OWN WORKMANSHIP.

7. ALL WORKMANSHIP AND MATERIALS, UNLESS CARRYING A GUARANTEE BY A MANUFACTURER FOR A LONGER PERIOD

OF TIME SHALL BE GUARANTEED FOR A PERIOD OF ONE YEAR PER CONTRACT AND FAR REGULATIONS AS STIPULATED

BY THE CONTRACTING OFFICER.

8. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY FIELD CONDITIONS.

9. THE CONTRACTOR SHALL MAKE EVERY EFFORT TO PREVENT THE SPREAD OF DUST, SMOKE, FUMES, ETC., THROUGHOUT THE BUILDING AND NEIGHBORHOOD. PROTECT ALL AIR INTAKES WITH CHARCOAL FILTERS FOR ROOF

APPLICATIONS.

10. THE CONTRACTOR SHALL PROVIDE ALL TEMPORARY SERVICES INCLUDING, ADEQUATE LIGHTING, WATER, TOILETS, POWER, HEAT, ETC. AS REQUIRED FOR WORKMAN, MATERIAL INSTALLATION, WORK PROTECTION, ETC. OR AS

DISCUSSED AND ALLOWED BY THE VA COR.

11. THE CONTRACTOR SHALL PROVIDE THE VA COR A COMPLETE MAINTENANCE & OPERATIONAL INSTRUCTIONS IN BOTH

WRITTEN & VERBAL FORM FOR ALL CONTRACTOR PROVIDED EQUIPMENT.

12. THE CONTRACTOR SHALL REVIEW ALL CONSTRUCTION DOCUMENTS AND NOTIFY THE VA COR OF ANY INACCURACIES OR DISCREPANCIES IN THE DOCUMENTS AND IN FIELD CONDITIONS SHOWN ON THE DRAWINGS IN A TIMELY MANNER.

13. THE CONTRACTOR SHALL PERFORM ALL WORK IN STRICT ACCORDANCE WITH ALL FEDERAL CODES, RULES, REGULATIONS AND ORDINANCES INCLUDING, BUT NOT LIMITED TO, THE INTERNATIONAL ENERGY CONSERVATION CODE, THE INTERNATIONAL BUILDING CODE, AMERICAN NATIONAL STANDARDS INSTITUTE (ANSI), NATIONAL FIRE PROTECTION ASSOCIATION (NFPA) AND OCCUPATIONAL SAFETY AND HEALTH ADMINISTRATION (OSHA) WHETHER OR

NOT INFORMATION AND/OR WORK IS SPECIFICALLY SHOWN ON THE DRAWINGS.

14. THE CONTRACTOR SHALL BE AWARE THAT THE EXISTING FACILITY HAS THE POTENTIAL OF HAVING OTHER

CONSTRUCTION PROJECTS GOING ON AT THE SAME TIME. COORDINATE WITH VA COR.

15. THE CONTRACTOR IS RESPONSIBLE TO COORDINATE ALL MATERIAL DELIVERIES WITH VA COR AND VA STAFF IN CHARGE OF THE LOADING DOCK. NO CONTRACTOR MATERIAL WILL BE STORED ON OR AROUND LOADING DOCK UNLESS

AUTHORIZED BY THE VA COR. THE VA WILL NOT RECEIVE CONTRACTOR MATERIAL.

16. CONTRACTOR TO PROVIDE MULTIPLE CHUTES TO CONVEY CONSTRUCTION WASTE FROM ROOF DOWN TO GROUND LEVEL. CONTRACTOR TO PROVIDE TEMPORARY WASTE RECEPTACLES UNDER OUTPUT OF CHUTES TO TRANSPORT WASTE BETWEEN CHUTES AND DUMPSTER. PROTECT ALL AREAS THAT TEMPORARY WASTE RECEPTACLES TRAVERSE.

WASTE SHALL NOT PILE UP ON LOWER ROOFS OR GROUND. IMMEDIATELY RELOCATE WASTE TO DUMPSTER. NO

CHUTES ARE ALLOWED FOR ASBESTOS CONTAINING MATERIAL.

17. STOCK PILING OF NEW ROOFING MATERIALS ON EXISTING AND NEW ROOF AREAS IS NOT PERMITTED.

18. ALL WOOD BLOCKING SHALL BE PRESSURE TREATED AND FIRE RETARDANT WITH STAMP SHOWN.

19. CONTRACTOR SHALL SUBMIT A PLAN TO THE COR WITHIN 10 CALENDAR DAYS OF THE NTP FOR EACH OF THE

FOLLOWING: STAGING AREA IN PARKING LOT L AS WELL AS THE SCAFFOLDING, ELECTRIC WINCH HOIST, DUMPSTER

AND CHUTE AREA FOR EACH PHASE OF WORK.

20. CONTRACTOR TO PROVIDE FIRE PREVENTION PLAN TO VA COR FOR REVIEW AND APPROVAL.

21. ALL LIFE-SAFETY SYSTEMS SHALL REMAIN OPERATIONAL THROUGHOUT THE DURATION OF THE PROJECT. ANY

INTERRUPTION OF THE LIFE-SAFETY SHALL BE COORDINATED WITH THE COR AHEAD OF TIME.

22. THE CONTRACTOR WILL FOLLOW THE REQUIREMENTS SPELLED OUT ON THE HOT WORK PERMIT AND SAFETY

PROTOCOLS WHILE PERFORMING HOT WORK.

23. CONTRACTOR SHALL SUBMIT SCAFFOLDING SHOP DRAWINGS FOR EACH LOCATION SIGNED AND SEALED BY A PE. EACH

DRAWING IS TO BE SIGNED AND SEALED.

24. THE CONTRACTOR SHALL PROVIDE WRITTEN NOTIFICATION TO THE CONTRACTING OFFICER'S REPRESENTATIVE THIRTY

(30) CALENDAR DAYS IN ADVANCE OF THE DATE WHICH THE SPECIAL INSPECTION IS REQUIRED TO TAKE PLACE ON.

25. THE CONTRACTOR TO SUBMIT A PLAN TO PROTECT ODORS FROM ENTERING ANY OUTSIDE AIR INTAKES IN THE VICINITY

OF CONSTRUCTION ACTIVITIES.

AREA BOUNDARY

ELECTRICAL GENERAL NOTES:

1. ENCORUS GROUP ENGINEERING, P.C. ACKNOWLEDGES THE VA PROHIBITION AGAINST USING ALUMINUM COMPONENTS

FOR LIGHTNING PROTECTION. ENCORUS GROUP ENGINEERING, P.C. WILL PROVIDE A DESIGN FOR COPPER LIGHTNING PROTECTION COMPONENTS ON ALUMINUM ROOFING, IN DIRECT VIOLATION OF NFPA 780 CODE AND UL STANDARDS 96A, AT THE DEMAND OF THE VETERANS ADMINISTRATION, HOWEVER ENCORUS GROUP ENGINEERING, P.C. ACCEPTS NO LIABILITY FOR ANY DAMAGES RESULTING FROM GALVANIC CORROSION OF EITHER THE ROOF OR THE LIGHTNING

PROTECTION COMPONENTS.

2. LOCATE AIR TERMINALS AS SHOWN. TAKE CARE TO INSURE THAT ALL POINTS ARE WITHIN 2'-0" OF OUTSIDE BUILDING EDGE, OUTSIDE CORNERS, AND RIDGE ENDS, AND THAT MAXIMUM SPACING DOES NOT EXCEED 20'-0", AND THAT MINIMUM PROJECTION ABOVE OBJECT PROTECTED IS 10". (POINTS PROJECTING 24" MAY BE SPACED AT 25' MAX).

3. MAINTAIN HORIZONTAL OR DOWNWARD COURSING OF MAIN CONDUCTOR AND INSURE THAT ALL BENDS HAVE AT

LEAST AN 8" RADIUS AND DO NOT EXCEED 90°.

4. ATTACH ALL EXPOSED ROOF, DOWN LEAD AND BONDING CABLES AT 3'-0" ON CENTER MAXIMUM. VERIFY

COMPATIBILITY OF ADHESIVE ON MEMBRANE ROOF APPLICATIONS PRIOR TO INSTALLATION.

5. GROUND ELECTRODES SHALL BE INSTALLED AS SHOWN BUT IN NO INSTANCE SHALL THEY BE LESS THAN 1'-0" BELOW GRADE AND 2'-0" FROM FOUNDATION WALL DRIVEN RODS SHALL PENETRATE EARTH AT LEAST 10'-0".

6. BOND TO WATER SERVICE AND OTHER PIPING SYSTEMS AS SHOWN AND AS REQUIRED BY CODES.

7. INTERCONNECT LIGHTNING PROTECTION GROUND TO ELECTRIC, TELEPHONE, AND OTHER BUILDING GROUND

SYSTEMS AS SHOWN OR AS REQUIRED BY CODE.

8. SYSTEM SHALL BE INSTALLED AS SHOWN TO INSURE PROPER CODE COMPLIANCE AND SYSTEM CERTIFICATION. ANY

MAJOR VARIANCE SHALL ENTAIL RE-SUBMITTAL AND NEW APPROVAL.

9. "AS-BUILT" DRAWINGS SHALL BE SUBMITTED IN ACCORDANCE WITH CERTIFICATION PROCEDURES.

10. ALL MATERIALS ARE UNDERWRITERS LABORATORIES APPROVED WITH LABELS ON CONDUCTORS AT 10'-0" INTERVALS

AND LABELS ON ALL AIR TERMINALS.

AT LIGHTNING ROD

GND GROUND CONDUCTOR

DEMOLITION

E ELECTRIC

LINE TYPES

ABBREVIATIONS

NORTH ARROW

DETAIL NUMBER

DRAWING REF NUMBER

DETAIL NUMBER

DRAWING REF NUMBER

DETAIL NUMBER

DRAWING REF NUMBER

DETAIL NUMBER

DRAWING REF NUMBER

VIEWING

DIRECTION

VIEWING

DIRECTION

VIEW TITLE

BUILDING/WALL SECTION CUT

ELEVATION

DETAIL SECTION CUT

DETAIL CALLOUT

DRAWING SYMBOLS

SCALE: X" = 1'-0"

DETAIL TITLEXX

XXXXX

SYMBOLS & LEGEND

SYMBOL DESCRIPTION

AREA OF COVERED WALKWAY CANOPIES.

CONSTRUCTION FENCING AND GATE PER SPEC REQUIRED.

CRICKET SLOPE - 1/4" PER FOOT = MAXIMUM OVERALL THICKNESS.

SADDLE SLOPE - 1/4" PER FOOT = MAXIMUM OVERALL THICKNESS.

ROOF SLOPE - 1/4" PER FOOT FLAT ROOF AREAS MIN.

HIGH POINT INSULATION THICKNESS. X = APPROXIMATE THICKNESS BASED UPON

AN AVERAGE R VALUE PRESCRIBED IN THE SPECIFICATIONS AND THE INDICATED

ROOF SLOPE. FIELD VERIFY ALL VALUES.

LOW POINT INSULATION THICKNESS. X = APPROXIMATE THICKNESS BASED UPON

AN AVERAGE R VALUE PRESCRIBED IN THE SPECIFICATIONS AND THE INDICATED

ROOF SLOPE. FIELD VERIFY ALL VALUES.

DEMOLISH/REMOVE

L x x x x

ABBREVIATION MEANING

A/E ARCHITECT/ENGINEER

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT, ADJOINING, OR ADJUSTABLE

ADMIN ADMINISTRATION

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

ALT ALTERNATE

APPROX APPROXIMATE

AR AS REQUIRED

ARCH ARCHITECT

AUX AUXILIARY

AVG AVERAGE

BD BOARD

BKG BACKING

BLDG BUILDING

BM BEAM OR BENCHMARK

BOT BOTTOM

BRCG BRACING

BRDG BRIDGING

BRDG JST BRIDGING JOIST

BRG BEARING

BRG PL BEARING PLATE

BSMT BASEMENT

BTWN BETWEEN

CBB CEMENTITIOUS (BACKER) BOARD

CJ CONSTRUCTION JOINT OR CONTROL JOINT

CL CENTER LINE

CLR CLEAR

CMU CONCRETE MASONRY UNIT

COL COLUMN

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONSTR CONSTRUCTION

CONTR CONTRACTOR

CONT CONTINIOUS

CT CERAMIC TILE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL DIAGRAM

DIAG DIAGRAM DIAGONAL

DIFF DIFFERENCE OR DIFFUSER

DIM DIMENSION

DOC DOCUMENT

DN DOWN

DR DOOR, DRAIN, OR DRIVE

DS DOWNSPOUT

EA EACH

EPS EXPANDED POLYSTYRENE BOARD

EQ EQUAL

EW EACH WAY

EXIST EXISTING

EXP EXPANSION OR EXPOSED

EXP BT EXPANSION BOLT

EXT EXTERIOR, EXTERNAL, OR EXTINGUISHER

EXT GR EXTERIOR GRADE

FCO FLOOR CLEANOUT

FD FLOOR DRAIN

FDTN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FIN FINISH

FIN FLR FINISH FLOOR

FIN GR FINISH GRADE

FLR FLOOR

FLR FIN FLOOR FINISH

FRMG FRAMING

FT FEET OR FOOT

FTG FOOTING

ABBREVIATION MEANING

GALV GALVANIC OR GALVANIZED

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GWB GYPSUM WALL BOARD

GYP GYPSUM

GYP BD GYPSUM BOARD

HDR HEADER

HM HOLLOW METAL

HORIZ HORIZONTAL

HOSP HOSPITAL

HT HEIGHT

INSUL INSULATION

MAT MATERIAL

OC ON CENTER

OFD OVERFLOW DRAIN

PRELIM PRELIMINARY

PT PAINT, PNEUMATIC TUBE, OR PRESSURE

PTD PAINTED

PWR POWER

QTY QUANTITY

RCP REFLECTED CEILING PLAN

RD ROOF DRAIN

REC RECESSED

REQD REQUIRED

RET RETARDANT

RHWS ROUND HEAD WOOD SCREW

RL ROOF LEADER

RO ROUGH OPENING

SAN SANITARY

SIM SIMILAR

SPEC SPECIFICATION

SPKLR SPRINKLER

STD STANDARD

STL PL STEEL PLATE

STRUCT STRUCTURAL

STRUCT STL STRUCTURAL STEEL

SUSP CLG SUSPENDED CEILING

SYS SYSTEM

TBD TO BE DETERMINED

TO TOP OF ___

TO FDN TOP OF FOUNDATION

TYP TYPICAL

VERT VERTICAL

VIF VERIFY IN FIELD

W/ WITH

W/O WITHOUT

WD WOOD

WP WATERPROOF

LIGHT FIXTURE, WALL MOUNTED

19" HIGH POINT MARKER

GENERAL DRAWING SYMBOLS

X KEYED NOTE

ARCHITECTURAL SYMBOLS

ELECTRICAL SYMBOLS

LOW POINT MARKER

19"

FULL DOWNLEAD TO GROUND

GENERAL DEMOLITION NOTES:

1. EXISTING MECHANICAL EQUIPMENT, VENTS, PIPING, CONDUIT, EXHAUSTS, DUCTWORK SHALL EITHER BE LEFT IN PLACE

OR TEMPORARILY RELOCATED FOR DEMOLITION/RE-ROOFING/FLASHINGS WORK TO BE EXECUTED IN ACCORDANCE WITH THE DETAILS PROVIDED. ELECTRICAL AND MECHANICAL EQUIPMENT REQUIRING TEMPORARY SHUTDOWN AND RE-START SHALL BE NOTED ON THE EQUIPMENT SCHEDULES PROVIDED ON DRAWINGS. COORDINATE THOSE

SHUTDOWNS WITH THE NORTHPORT VA.

2. REMOVE ALL EXISTING ROOFING MATERIALS AT EACH ROOF AREA AS IDENTIFIED IN THE EXISTING ROOF TYPES ON EACH DEMOLITION PLAN, DOWN TO THE EXISTING ROOF DECK. REMOVALS SHALL INCLUDE ALL BASE FLASHINGS, METAL FLASHING AND OTHER MATERIALS ASSOCIATED WITH THE ROOF AND IN ACCORDANCE WITH THE DETAILS.

3. REFER TO HAZARDOUS REMOVAL DOCUMENTS FOR ANY ROOFING MATERIAL REMOVALS ASSOCIATED WITH THAT

WORK.

4. CONTRACTOR TO POST NOTIFICATION AT BUILDING ENTRANCES IN ACCORDANCE WITH NYS CODE RULE 56, PARAGRAPH 56-3,6(a), 10 DAYS PRIOR TO COMMENCEMENT OF ABATEMENT ACTIVITIES.

5. THE CONTRACTOR SHALL REPLACE ANY EXISTING FIRESTOPPING WHICH WAS DISLODGED OR DAMAGED DURING

CONSTRUCTION.

6. REMOVE ADHESIVES, ASPHALT, AND OTHER MATERIALS DOWN TO THE DECK, TO PROVIDE A UNIFORM, EVEN

SUBSTRATE IN ACCORDANCE WITH GOOD PRACTICE AND NRCA INDUSTRY STANDARDS.

7. NO GAS POWERED EQUIPMENT WILL BE ALLOWED ON THIS PROJECT.

DESIGN DATA:

IN ITS COMPLETED STATE, AE DESIGN SERVICES FOR ROOF REPLACEMENT FOR THE

NORTHPORT VA MEDICAL CENTER IS DESIGNED FOR THE FOLLOWING SURCHARGE

LOADS. DO NOT EXCEED STATED SURCHARGE LOADS.

1. DEAD LOAD: STRUCTURE SELF WEIGHT

2. LIVE LOAD: 100 PSF

2000LB. CONCENTRATED

3. ROOF LIVE LOAD : 20 PSF

4. SNOW LOAD: FLAT ROOF SNOW LOAD Pf = 16.8 PSF GROUND SNOW LOAD Pg = 20 PSF SNOW EXPOSURE FACTOR Ce = 1.0 SNOW LOAD IMPORTANCE FACTOR Is = 1.2 THERMAL FACTOR Ct = 1.0 DRIFT SURCHARGE Pd = 23.1 PSF DRIFT WIDTH w = 5'-6"

5. WIND LOAD : ULTIMATE DESIGN WIND SPEED, Vult = 120 MPH NOMINAL DESIGN WIND SPEED, Vasd = 93 MPH

RISK CATEGORY IV

IMPORTANCE FACTOR, Iw = 1.00

WIND EXPOSURE CATEGORY, B

INTERNAL PRESSURE COEFFICIENT, GCpi = +/-0.18

COMPONENTS AND CLADDING WIND PRESSURES

6. SEISMIC LOAD :

RISK CATEGORY IV

IMPORTANCE FACTORS, Ie = 1.50

SOIL SITE CLASS = C

MAPPED SPECTRAL ACCELERATIONS/RESPONSES

Ss = 0.222 S1 = 0.054

SDS = 0.193

SD1 = 0.054

SEISMIC DESIGN CATEGORY = C

SEISMIC RESISTING SYSTEM = SEISMIC DEMAND ON

NONSTRUCTURAL COMPONENTS

COMPONENT AMPLIFICATION FACTOR, ap = 2.5 COMPONENT RESPONSE MODIFICATION FACTOR, Rp = 1.5

EQUIVALENT LATERAL FORCE METHOD

HORIZONTAL FORCE, Fph = 0.193 x SELF WEIGHT VERTICAL FORCE, Fpv = ± 0.039 x SELF WEIGHT

X COLUMN CENTER LINE

200 North

Zone Net Pressure, p (psf) Net Pressure, p (psf)

A -50 15

B -50 15

C -37 15

D -37 15

E -31 15

ICU

Zone Net Pressure, p (psf) Net Pressure, p (psf)

A -39 12

B -39 12

C -29 12

D -24 12

3/18/2022

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text N

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

SCHEDULE OF SPECIAL

INSPECTIONS

FINAL BID DOCUMENTS REPLACE ICU AND 200 NORTH

ROOFS

79 MIDDLEVILLE ROAD

NORTHPORT, NY 11768

2022-03-18

GI003

632-21-118

JPK RJB

REV 0 FINAL BID DOCUMENTS 2022-03-18

ACM TESTING

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, SUITE 4100

STONEHAM, MA 02180

TEL: 781-275-6050

INFO@MABBETT.COM

WWW.MABBETT.COM

DRONE THERMAL IMAGING

EAGLEHAWK ONE, INC.

3819 SOUTH PARK AVE,

BUFFALO, NY 14219

CELL: 716-698-2385

AHERR@EAGLEHAWK.IO

P – PERFORM THESE SPECIAL INSPECTIONS TASKS FOR EACH WELDED JOINT OR MEMBER. (AISC 360 & AISC 341)

O – OBSERVE THESE SPECIAL INSPECTIONS ITEMS ON A RANDOM DAILY BASIS. OPERATIONS NEED NOT

BE DELAYED PENDING THESE INSPECTIONS. (AISC 360 & 341)

D – DOCUMENT, WITH A REPORT, THAT THE WORK HAS BEEN PERFORMED IN ACCORDANCE

WITH THE CONTRACT DOCUMENTS. (AISC 341)

WOOD CONSTRUCTION

IBC TABLE 1705.5, 1705.10.1 & 1705.11.2

TASK INSPECTION

TYPE DESCRIPTION

1. HIGH-LOAD DIAPHRAGMS P VERIFY THICKNESS AND GRADE OF SHEATHING, SIZE OF FRAMING MEMBERS AT PANEL

EDGES, NAIL/STAPLE DIAMETERS AND LENGTH, AND THE NUMBER OF FASTENER LINES

AND FASTENER SPACING ARE PER APPROVED PLANS. (IBC 1705.5.1)

2. METAL-PLATE-CONNECTED WOOD TRUSSES

SPANNING 60 FEET OR GREATER

P VERIFY THAT TEMPORARY AND PERMANENT TRUSS BRACING IS INSTALLED IN

ACCORDANCE WITH APPROVED TRUSS PACKAGE. (IBC 1705.5.2)

3. FIELD GLUING C INSPECT ALL FIELD GLUING OF STRUCTURAL WOOD ELEMENT WITHIN THE MAIN

WIND-FORCE RESISTING SYSTEM. (IBC 1705.10.1 & 1705.11.2)

4. NAILING, BOLTING, ANCHORING AND OTHER

FASTENING OF COMPONENTS

P IF FASTENERS WITHIN THE MAIN WIND-FORCE RESISTING SYSTEM ARE SPACED LESS

THAN 4-INCHES, VERIFY THAT PROPER NAILING, BOLTING, ANCHORING, AND OTHER

FASTENING OF SHEAR WALLS, DIAPHRAGMS, DRAG STRUTS, BRACES, AND

HOLD-DOWNS. (IBC 1705.10.1 & 1705.11.2)

5. NAILING, BOLTING, ANCHORING AND OTHER

FASTENING OF COMPONENTS

P VERIFY PROPER NAILING, BOLTING, ANCHORING, AND OTHER FASTENING COMPONENTS

WITHIN THE PROGRESSIVE COLLAPSE RESISTING SYSTEM, INCLUDING HORIZONTAL TIE

FORCE ELEMENTS, VERTICAL TIE FORCE ELEMENTS AND BRIDGING ELEMENTS. (UFC

4-023-03, 1717.3)

C – CONTINUOUS SPECIAL INSPECTIONS IS THE CONSTANT MONITORING OF SPECIFIC TASKS BY A SPECIAL INSPECTOR. THESE INSPECTIONS MUST BE CARRIED OUT CONTINUOUSLY OVER THE DURATION OF THE PARTICULAR TASKS. (IBC) P – PERIODIC SPECIAL INSPECTIONS IS SPECIAL INSPECTIONS BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. (IBC)

SPRAYED FIRE-RESISTANT MATERIALS (SFRM)

IBC 1705.13

TASK INSPECTION

TYPE DESCRIPTION

1. SURFACE CONDITION P PRIOR TO APPLICATION CONFIRM THAT SURFACE HAS BEEN PREPARED PER THE

APPROVED FIRE-RESISTANCE DESIGN AND MANUFACTURER'S INSTRUCTIONS. (IBC

1705.13.2)

2. APPLICATION P PRIOR TO APPLICATION CONFIRM THAT THE SUBSTRATE MEETS THE MINIMUM AMBIENT

TEMPERATURE PER THE APPROVED FIRE-RESISTANCE DESIGN AND MANUFACTURER'S

INSTRUCTIONS. (IBC 1705.13.3)

3. MATERIAL THICKNESS P VERIFY THAT THE THICKNESS OF THE SFRM TO STRUCTURAL ELEMENTS IS NOT LESS

THAN THE THICKNESS REQUIRED BY THE FIRE-RESISTANT DESIGN IN MORE THAN 10

PERCENT OF THE MEASUREMENT, BUT IN NO CASE LESS THAN MINIMUM ALLOWABLE

THICKNESS REQUIRED BY 1705.13.4.1 (IBC 1705.13.4)

4. MATERIAL DENSITY P VERIFY THAT THE DENSITY OF THE SFRM TO STRUCTURAL ELEMENTS IS NOT LESS

THAN THE DENSITY SPECIFIED IN THE FIRE-RESISTANT DESIGN. (IBC 1705.13.5)

5. BOND STRENGTH P VERIFY COHESIVE/ADHESIVE BOND STRENGTH OF THE CURED SFRM APPLIED TO THE

STRUCTURAL ELEMENTS IS NOT LESS THAN 150 PSF. (IBC 1705.13.6)

P – PERIODIC SPECIAL INSPECTIONS IS SPECIAL INSPECTIONS BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. (IBC)

FIRE-RESISTANT PENETRATIONS AND JOINTS

IBC 1705.16

TASK INSPECTION

TYPE DESCRIPTION

1. PENETRATION FIRESTOPS P LISTED SYSTEMS SHALL BE INSPECTED IN ACCORDANCE WITH ASTM E 2174. (IBC 1705.16.1)

2. FIRE-RESISTANT JOINT SYSTEMS P LISTED SYSTEMS SHALL BE INSPECTED IN ACCORDANCE WITH ASTM E 2393. (IBC 1705.16.2)

ARCHITECTURAL COMPONENTS

IBC 1705.10.3, 1705.11.5 & 1705.11.7

TASK INSPECTION

TYPE DESCRIPTION

1. ROOF AND WALL CLADDING P VERIFY APPROPRIATE MATERIALS, FASTENERS AND ATTACHMENT AT COMMENCEMENT

OF WORK AND AT COMPLETION. (IBC 1705.10.3.1)

P – PERIODIC SPECIAL INSPECTIONS IS SPECIAL INSPECTIONS BY THE SPECIAL INSPECTOR WHO IS INTERMITTENTLY PRESENT WHERE THE WORK TO BE INSPECTED HAS BEEN OR IS BEING PERFORMED. (IBC)

STRUCTURAL STEEL

PRIOR TO WELDING (Table N5.4-1, AISC 360-10 & TABLE J6-1, AISC 341-10):

TASK INSPECTION

TYPE DESCRIPTION

1. VERIFY WELDING PROCEDURES (WPS) AND

CONSUMABLE CERTIFICATES

P (AISC 360 – TABLE N5.4-1)

2. MATERIAL IDENTIFICATION (TYPE/GRADE) O (AISC 360 – TABLE N5.4-1 & AISC 341 – TABLE J6-1)

3. WELDER IDENTIFICATION SYSTEM O A SYSTEM SHALL BE MAINTAINED BY WHICH A WELDER WHO HAS WELDED A JOINT OR

MEMBER CAN BE IDENTIFIED. STAMPS, IF USED, SHALL BE THE LOW-STRESS DYE TYPE.

(AISC 360 – TABLE N5.4-1 & AISC 341 – TABLE J6-1)

4. FIT-UP GROOVE WELDS (INCLUDING JOINT

GEOMETRY)

O · JOINT PREPARATION

· DIMENSIONS (ALIGNMENT, ROOT OPENING, ROOT FACE, BEVEL)

· CLEANLINESS (CONDITION OF STEEL SURFACES)

· TACKING (TACK WELD QUALITY AND LOCATION)

· BACKING TYPE AND FIT (IF APPLICABLE) (AISC 360 – TABLE N5.4-1 & AISC 341 – TABLE J6-1)

5. CONFIGURATION AND FINISH OF ACCESS

HOLES

O (AISC 360 – TABLE N5.4-1 & AISC 341 – TABLE J6-1)

6. FIT-UP OF FILLET WELDS O · DIMENSIONS (ALIGNMENT, GAPS AT ROOT)

· CLEANLINESS (CONDITION OF STEEL SURFACES)

· TACKING (TACK WELD QUALITY AND LOCATION) (AISC 360 – TABLE

N5.4-1 & AISC 341 – TABLE J6-1)

DURING WELDING (Table N5.4-2, AISC 360-10 & TABLE J6-2, AISC 341-10):

TASK INSPECTION

TYPE DESCRIPTION

1. USE OF QUALIFIED WELDERS O (AISC 360 – TABLE N5.4-2)

2. CONTROL AND HANDLING OF WELDING

CONSUMABLES

O · PACKAGING

· EXPOSURE CONTROL. (AISC 360 – TABLE N5.4-2 & AISC 341 – TABLE J6-2)

3. NO WELDING OVER CRACKED TACK WELDS O (AISC 360 – TABLE N5.4-2 & AISC 341 – TABLE J6-2)

4. ENVIRONMENTAL CONDITIONS O · WIND SPEED WITHIN LIMITS

· PRECIPITATION AND TEMPERATURE (AISC 360 – TABLE N5.4-2 & AISC 341 – TABLE

J6-2)

5. WPS FOLLOWED O · SETTINGS ON WELDING EQUIPMENT

· TRAVEL SPEED

· SELECTED WELDING MATERIALS

· SHIELDING GAS TYPE/FLOW RATE

· PREHEAT APPLIED

· INTERPASS TEMPERATURE MAINTAINED (MIN./MAX.)

· PROPER POSITION (F, V, H, OH)

· INTERMIX OF FILLER METALS AVOIDED UNLESS APPROVED (AISC 360 – TABLE

N5.4-2 & AISC 341 – TABLE J6-2)

6. WELDING TECHNIQUES O · INTERPASS AND FINAL CLEANING

· EACH PASS WITHIN PROFILE LIMITATIONS

· EACH PASS MEETS QUALITY REQUIREMENTS (AISC 360 – TABLE

N5.4-2 & AISC 341 – TABLE J6-2)

AFTER WELDING (TABLE N5.4-3, AISC 360-10 & TABLE J6-3, AISC 341-10):

TASK INSPECTION

TYPE DESCRIPTION

1. WELDS CLEANED O (AISC 360 – TABLE N5.4-3 & AISC 341 – TABLE J6-3)

2. SIZE, LENGTH, AND LOCATION OF WELDS P (AISC 360 – TABLE N5.4-3 & AISC 341 – TABLE J6-3)

3. WELDS MEET VISUAL ACCEPTANCE

CRITERIA

P/D · CRACK PROHIBITION

· WELD/BASE-METAL FUSION

· CRATER CROSS SECTION

· WELD PROFILES

· WELD SIZE

· UNDERCUT

· POROSITY (AISC 360 – TABLE N5.4-3 & AISC 341 – TABLE J6-3)

4. ARC STRIKES P (AISC 360 – TABLE N5.4-3)

5. K-AREA P WHEN WELDING OF DOUBLER PLATES, CONTINUITY PLATES OR STIFFENERS HAS BEEN

PERFORMED IN THE K-AREA, VISUALLY INSPECT THE WEB K-AREA FOR CRACKS

WITHIN 3 IN. OF THE WELD. (AISC 360 – TABLE N5.4-3)

6. BACKING REMOVED AND WELD TABS

REMOVED (IF REQUIRED)

P (AISC 360 – TABLE N5.4-3)

7. BACKING REMOVED, WELD TABS REMOVED

AND FINISHED, AND FILLET WELDS ADDED

(IF REQUIRED)

P/D (AISC 341 – TABLE J6-3)

8. PLACEMENT OF REINFORCING OR

CONTOURING FILLET WELDS (IF REQUIRED)

P/D (AISC 341 – TABLE J6-3)

9. REPAIR ACTIVITIES P/D (AISC 360 – TABLE N5.4-3 & AISC 341 – TABLE J6-3)

10. DOCUMENT ACCEPTANCE OR REJECTION

OF WELDED JOINT/MEMBER

P (AISC 360 – TABLE N5.4-3)

NONDESTRUCTIVE TESTING OF WELDED JOINTS (AISC 360-10: SECTION N5.5, IBC 1705.2.1):

TASK INSPECTION

TYPE DESCRIPTION

1. USE OF QUALIFIED NONDESTRUCTIVE

TESTING PERSONNEL

P VISUAL WELD INSPECTION AND NONDESTRUCTIVE TESTING (NDT) SHALL BE

CONDUCTED BY PERSONNEL QUALIFIED IN ACCORDANCE WITH AWS D1.8 CLAUSE 7.2.

2. CJP GROOVE WELDS O DYE PENETRANT TESTING (DT) AND ULTRASONIC TESTING (UT) SHALL BE PERFORMED

ON 20% OF CJP GROOVE WELDS FOR MATERIALS GREATER THAN 5

16" (8MM) THICK.

TESTING RATE MUST BE INCREASED TO 100% IF GREATER THAN 5% OF WELDS TESTED

HAVE UNACCEPTABLE DEFECTS.

3. WELDED JOINTS SUBJECT TO FATIGUE O DYE PENETRANT TESTING (DT) AND ULTRASONIC TESTING (UT) SHALL BE PERFORMED

ON 100% WELDED JOINTS IDENTIFIED ON CONTRACT DRAWINGS AS BEING SUBJECT TO

FATIGUE.

4. WELD TAB REMOVAL SITES O AT THE END OF WELDS WHERE WELD TABS HAVE BEEN REMOVED, MAGNETIC PARTICLE

TESTING SHALL BE PERFORMED ON THE SAME BEAM-TO-COLUMN JOINTS RECEIVING

UT.

PRIOR TO BOLTING (TABLE N5.6-1, AISC 360-10 & TABLE J7-1, AISC 341-10):

TASK INSPECTION

TYPE DESCRIPTION

1. MANUFACTURE'S CERTIFICATION

AVAILABLE FOR FASTENER MATERIALS

P (AISC 360 – TABLE N5.6-1)

2. FASTENERS MARKED IN ACCORDANCE WITH

ASTM REQUIREMENTS

O (AISC 360 – TABLE N5.6-1)

3. PROPER FASTENERS SELECTED FOR JOINT

DETAIL (GRADE, TYPE, BOLT LENGTH IF

THREADS ARE TO BE EXCLUDED FROM

SHEAR PLANE)

O (AISC 360 – TABLE N5.6-1 & AISC 341 – TABLE J7-1)

4. PROPER BOLTING PROCEDURE SELECTED

FOR JOINT DETAIL

O (AISC 360 – TABLE N5.6-1 & AISC 341 – TABLE J7-1)

5. CONNECTING ELEMENTS, INCLUDING

APPROPRIATE FAYING SURFACE CONDITION

AND HOLE PREPARATION, IF SPECIFIED,

MEET APPLICABLE REQUIREMENTS

O (AISC 360 – TABLE N5.6-1 & AISC 341 – TABLE J7-1)

6. PRE-INSTALLATION VERIFICATION TESTING

BY INSTALLATION PERSONNEL OBSERVED

AND DOCUMENTED FOR FASTENER

ASSEMBLIES AND METHODS USED

O/D (AISC 360 – TABLE N5.6-1 & AISC 341 – TABLE J7-1)

7. PROPER STORAGE PROVIDED FOR BOLTS,

NUTS, WASHERS, AND OTHER FASTENER

COMPONENTS

O (AISC 360 – TABLE N5.6-1 & AISC 341 – TABLE J7-1)

DURING BOLTING (TABLE N5.6-2, AISC 360-10 & TABLE J7-2, AISC 341-10)

TASK INSPECTION

TYPE DESCRIPTION

1. FASTENER ASSEMBLIES OF SUITABLE

CONDITION, PLACED IN ALL HOLES AND

WASHERS (IF REQUIRED) ARE POSITIONED

AS REQUIRED

O (AISC 360 – TABLE N5.6-2 & AISC 341 – TABLE J7-2)

2. JOINT BROUGHT TO THE SNUG-TIGHT

CONDITION PRIOR TO PRETENSIONING

OPERATIONS

O (AISC 360 – TABLE N5.6-2 & AISC 341 – TABLE J7-2)

3. FASTENER COMPONENT NOT TURNED BY

THE WRENCH PREVENTED FROM ROTATING

O (AISC 360 – TABLE N5.6-2 & AISC 341 – TABLE J7-2)

4. FASTENERS ARE PRETENSIONED IN

ACCORDANCE WITH RCSC SPECIFICATION,

PROGRESSING SYSTEMATICALLY FROM THE

MOST RIGID POINT TOWARD THE FREE

EDGES

O (AISC 360 – TABLE N5.6-2 & AISC 341 – TABLE J7-2)

AFTER BOLTING (TABLE N5.6-3, AISC 360-10 & TABLE J7-3, AISC 341-10):

TASK INSPECTION

TYPE DESCRIPTION

1. DOCUMENT ACCEPTANCE OR REJECTION

OF BOLTED CONNECTIONS

P/D (AISC 360 – TABLE N5.6-3 & AISC 341 – TABLE J7-2)

3/18/2022

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

200N

ICU

PHASE 1

PHASE 4

PARKING

LOT L

PARKING

TENNIS

COURT

PHASE 2

FOLLOW EXPANSION

JOINT LINE TO DIVIDE

PHASING

PHASE 3

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROJECT PHASING PLAN FINAL BID DOCUMENTS REPLACE ICU AND 200 NORTH

ROOFS

79 MIDDLEVILLE ROAD

NORTHPORT, NY 11768

2022-03-18

GC101

632-21-118

JPK CJR

REV 0 FINAL BID DOCUMENTS 2022-03-18

ACM TESTING

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, SUITE 4100

STONEHAM, MA 02180

TEL: 781-275-6050

INFO@MABBETT.COM

WWW.MABBETT.COM

DRONE THERMAL IMAGING

EAGLEHAWK ONE, INC.

3819 SOUTH PARK AVE,

BUFFALO, NY 14219

CELL: 716-698-2385

AHERR@EAGLEHAWK.IO

GENERAL NOTES

1. SEE GI002 FOR NOTES AND LEGENDS.

CONTRACTOR RESPONSIBLE FOR ALL MEANS AND METHODS, MOVEMENT OF

MATERIAL, SAFETY PRECAUTIONS, STORAGE AND MAINTENANCE OF EXITS FROM THE

BUILDING.

3. NOTIFY THE VA IN WRITING OF ALL SHUTDOWNS FOR EQUIPMENT. PER THE

GUIDELINES SET FORTH ON THE DRAWINGS AND SPECIFICATIONS.

PHASING

PHASING AREA BUILDINGS

PHASE 1 ICU ROOF

PHASE 2 200N WEST ROOF

PHASE 3 LOW ROOF AT ENTRANCE

PHASE 4 200N EAST ROOF

SCALE:

PROJECT PHASING PLAN1 100'

1"=100'-0"

0 200'

3/18/2022

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

X X

PARKING

LOT L

PARKING

TENNIS

COURT

ICU

200N

EXISTING TUNNEL

ENTRANCE

12' GATE & FENCE

12' GATE

STAGING AREA 3

TEMPORARY FENCE

STAGING AREA 1

12' GATE

STAGING AREA 2

TEMPORARY FENCE

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

PROJECT STAGING PLAN FINAL BID DOCUMENTS REPLACE ICU AND 200 NORTH

ROOFS

79 MIDDLEVILLE ROAD

NORTHPORT, NY 11768

2022-03-18

GC102

632-21-118

JPK CJR

REV 0 FINAL BID DOCUMENTS 2022-03-18

ACM TESTING

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, SUITE 4100

STONEHAM, MA 02180

TEL: 781-275-6050

INFO@MABBETT.COM

WWW.MABBETT.COM

DRONE THERMAL IMAGING

EAGLEHAWK ONE, INC.

3819 SOUTH PARK AVE,

BUFFALO, NY 14219

CELL: 716-698-2385

AHERR@EAGLEHAWK.IO

GENERAL NOTES

1. SEE GI002 FOR NOTES AND LEGENDS.

CONTRACTOR RESPONSIBLE FOR ALL MEANS AND METHODS, MOVEMENT OF

MATERIAL, SAFETY PRECAUTIONS, STORAGE AND MAINTENANCE OF EXITS FROM THE

BUILDING.

NOTIFY THE VA IN WRITING OF ALL SHUTDOWNS FOR EQUIPMENT, CELL SERVICE,

RADIO SERVICE, ETC. PER THE GUIDELINES SET FORTH ON THE DRAWINGS AND

SPECIFICATIONS.

CONTRACTOR IS TO SUBMIT A STAGING PLAN FOR EACH PHASE AT THE START OF THE

CONSTRUCTION PROJECT (WITHIN 10 CALENDAR DAYS OF THE NTP.)

5. GAS POWERED EQUIPMENT IS NOT PERMITTED ON THIS PROJECT. THIS INCLUDES,

BUT IS NOT LIMITED TO WINCHES, LIFTS, ETC., WHICH SHALL BE ELECTRIC.

6. CONTRACTOR'S VEHICLES SHALL NOT BE IDLING WITHIN 50 FEET OF ANY OUTSIDE AIR

INTAKE.

THE CONDENSING UNIT LOCATED ON THE EAST SIDE OF BUILDING 200 NORTH SHALL

BE PROTECTED FROM DAMAGE AND NOT ENCLOSED IN ANY STAGING AREA VA AC

SHOP TECHNICIANS NEED TO BE ABLE TO ACCESS IT 24/7.

ENSURE THAT FREE ACCESS FROM THE STREET FOR FIRE HYDRANTS AND THE SPRINKLER

SYSTEM FIRE DEPARTMENT CONNECTION IS MAINTAINED AT ALL TIMES. ADD NECESSARY

GUIDANCE AND DETAILS TO THE DRAWING TO ENSURE TEMPORARY FENCING DOES NOT

OBSTRUCT THESE ITEMS.

STAGING

STAGING BUILDING

STAGING AREA 1 ICU

STAGING AREA 2 ICU & 200N

STAGING AREA 3 200N

KEYED NOTES

1 TEMPORARY FENCING TO BE 8' HIGH CHAIN LINK WITH LOCKABLE SWING GATES AND LOCKABLE

PEDESTRIAN GATES AS REQUIRED.

2 PROVIDE COVERED TEMPORARY PROTECTION TO MAINTAIN PATHWAY FROM BUILDING DURING

CONSTRUCTION REFER TO SECTION 01 35 26 SAFETY REQUIREMENTS.

PROVIDE COVERED TEMPORARY PROTECTION OVER ENTRANCE AWNINGS AND UNDER COVERED

CANOPY TO MAINTAIN PATHWAY FROM BUILDING. REFER TO SECTION 01 35 26 SAFETY

REQUIREMENTS.

4 PROVIDE COVERED TEMPORARY PROTECTION OVER AREAWAY AND GROUND MOUNTED HVAC

UNITS. MAINTAIN EGRESS INTO AREAWAY. REFER TO 01 35 26 SAFETY REQUIREMENTS.

5 DUMPSTER

6 SCAFFOLD AREA AS REQUIRED TO PERFORM ROOF WORK AND STAGING.

7 SCAFFOLD OVER COVERED PROTECTED AREA TO PERFORM ROOF ABOVE.

CONTRACTOR TO PROTECT OUTSIDE AIR INTAKES FROM ANY CONSTRUCTION RELATED ODORS

AND DUST. ALL DEBRIS AND ODOR GENERATING ACTIVITIES WILL BE AT LEAST 25 FEET FROM THE

OAI.

9 PROVIDE COVERED TEMPORARY PROTECTION OVER CONDENSING UNITS AND PROVIDE ROOM

BETWEEN BUILDING & TEMPORARY FENCE FOR 24/7 ACCESS TO THESE UNITS.

10 TRASH CHUTE FROM ROOF TO DUMPSTER SUPPORTED OVER PROTECTED CONDENSING UNITS

BELOW.

11 TRASH CHUTE

SCALE:

PROJECT STAGING PLAN1 100'

1"=100'-0"

0 200'

3/18/2022

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

PHASE 2A

PHASE 2C PHASE 4C

PHASE 4A

PHASE 2B PHASE 2B

PHASE 2B

PHASE

2B PHASE 2B

PHASE

PHASE 3A

PHASE 4B

PHASE

PHASE 4B PHASE 4B

PHASE 4B

PHASE 2A

S R.9 R Q P N M L K

J.5 J H.5

H.5 H GG.2 F.9 F E D C B AA.1

23.3

SKYLIGHT

RD33RD32RD31RD30RD29

RD28RD22

RD21

RD19RD18

RD17

RD16RD15

RD1

RD2

RD6

RD7 RD8

RD9 RD14

RD20 RD23

RD24

RD3 RD4 RD5 RD10 RD11 RD12 RD13

RD27

RD26

RD25

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ROOF PHASE & DESCRIPTION - 200N FINAL BID DOCUMENTS REPLACE ICU AND 200 NORTH

ROOFS

79 MIDDLEVILLE ROAD

NORTHPORT, NY 11768

2022-03-18

GC103

632-21-118

GHR CJR

REV 0 FINAL BID DOCUMENTS 2022-03-18

ACM TESTING

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, SUITE 4100

STONEHAM, MA 02180

TEL: 781-275-6050

INFO@MABBETT.COM

WWW.MABBETT.COM

DRONE THERMAL IMAGING

EAGLEHAWK ONE, INC.

3819 SOUTH PARK AVE,

BUFFALO, NY 14219

CELL: 716-698-2385

AHERR@EAGLEHAWK.IO

ICU

PARKING

LOT L

KEYPLAN

200N

SCALE: 3/32" = 1'-0"

ROOF PHASE & DESCRIPTION - 200N1

ROOFING SYSTEM SCHEDULE

BUILDING ROOFING MATERIALS ROOF

DETAIL

ROOFING

SPEC.

SECTION

ROOF

REFLECTANCE

RATING (MIN)

INSULATION

TYPE

INSULATION

R VALUE

INSULATION

SPEC.

SECTION

COMMENTS

PHASE 1 ICU

ICU MINA ROOF (1A) TPO ROOF 4/A-503 NOTE 6 78 FLAT 33 MIN. NOTE 1 NOTE 4

ICU STAIR ROOF (1B) TPO ROOF 6/A-503 NOTE 6 78 FLAT 33 MIN. NOTE 1 NOTE 5

PHASE 2 200N WEST ROOF AREA

200N WEST ROOF (2A) TPO ROOF 4/A-501 NOTE 8 78 FLAT 33 MIN. NOTE 1 NOTE 8

200N WEST ROOF (2B) TPO ROOF 3/A-501 NOTE 9 78 TAPERED 33 AVG. NOTE 2 NOTE 9

200N WEST STAIR ROOF (2C) TPO ROOF 5/A-501 NOTE 7 78 TAPERED 33 AVG. NOTE 2 NOTE 7

PHASE 3 200N LOW ROOF AT MAIN ENTRANCE

200N LOW ROOF (3A) TPO ROOF 5/A-501 NOTE 7 78 TAPERED 33 AVG. NOTE 2 NOTE 7

PHASE 4 200N EAST ROOF AREA

200N EAST ROOF (4A) TPO ROOF 4/A-501 NOTE 8 78 FLAT 33 MIN. NOTE 1 NOTE 8

200N EAST ROOF (4B) TPO ROOF 3/A-501 NOTE 9 78 TAPERED 33 AVG. NOTE 2 NOTE 9

200N EAST STAIR ROOF (4C) TPO ROOF 5/A-501 NOTE 7 78 TAPERED 33 AVG. NOTE 2 NOTE 7

200N TOTAL

NOTES:

1. SPEC. SECTION 07 22 00 ROOF AND DECK INSULATION, 2.1.A.1 FLAT INSULATION

2. SPEC. SECTION 07 22 00 ROOF AND DECK INSULATION, 2.1.A.2 TAPERED INSULATION

3. ALL ROOF AREAS PROVIDED ARE APPROXIMATE AND SHALL BE VERIFIED BY THE CONTRACTOR.

4. STEEL ROOF DECK AND STRUCTURE ARE SLOPED TO LOW AREAS, PROIVDE CRICKETS AS SHOWN ON DRAWINGS TO ADDITIONAL DRAINAGE

5. STEEL ROOF DECK AND STRUCTURE ARE FLAT AT HIGH AND LOW ROOFS, AND SLOPED AT THE ELEVATION CHANGE. PROVIDE CRICKETS AS SHOWN ON DRAWINGS TO ADDITIONAL DRAINAGE

6. SPEC. SECTION 07 54 23.THERMOPLASRIC POLYOLEFIN (TPO) 2.1.A.2

7. STEEL ROOF STRUCTURE IS FLAT, PROVIDE TAPERED INSULATION AND SLOPE TO LOW PORTION OF ROOF

8. CONCRETE DECK STRUCTURE IS SLOPED TO DRAINS, PROVIDE CRICKETS FOR ADDITIONAL DRAINAGE.

9. CONCRETE DECK IS FLAT, PROVIDE TAPERED INSULATION, AND CRICKETS FOR DRAINAGE.

HATCH &

PHASE

PHASE 1

PHASE 2

PHASE 3

PHASE 4

3/18/2022

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text N

Q N L

PITCH

OPENOPEN

RD1 RD2 RD3

RD4

PHASE 1B

PHASE 1A

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

ROOF PHASE & DESCRIPTION - ICU FINAL BID DOCUMENTS REPLACE ICU AND 200 NORTH

ROOFS

79 MIDDLEVILLE ROAD

NORTHPORT, NY 11768

2022-03-18

GC104

632-21-118

GHR CJR

REV 0 FINAL BID DOCUMENTS 2022-03-18

ACM TESTING

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, SUITE 4100

STONEHAM, MA 02180

TEL: 781-275-6050

INFO@MABBETT.COM

WWW.MABBETT.COM

DRONE THERMAL IMAGING

EAGLEHAWK ONE, INC.

3819 SOUTH PARK AVE,

BUFFALO, NY 14219

CELL: 716-698-2385

AHERR@EAGLEHAWK.IO

ICU

PARKING

LOT L

KEYPLAN

200N

SCALE: 1/4" = 1'-0"

ROOF PHASE & DESCRIPTION - ICU1

GENERAL NOTES

1. SEE GC103 FOR ROOF PHASE AND DESCRIPTION.

3/18/2022

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text N

Q N L

PITCH

OPENOPEN

RD1 RD2 RD3

RD4

1 1

T O

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

HAZARDOUS ABATEMENT- ICU

ROOF PLAN

FINAL BID DOCUMENTS REPLACE ICU AND 200 NORTH

ROOFS

79 MIDDLEVILLE ROAD

NORTHPORT, NY 11768

2022-03-18

HA101

632-21-118

JPK CJR

REV 0 FINAL BID DOCUMENTS 2022-03-18

ACM TESTING

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, SUITE 4100

STONEHAM, MA 02180

TEL: 781-275-6050

INFO@MABBETT.COM

WWW.MABBETT.COM

DRONE THERMAL IMAGING

EAGLEHAWK ONE, INC.

3819 SOUTH PARK AVE,

BUFFALO, NY 14219

CELL: 716-698-2385

AHERR@EAGLEHAWK.IO

ICU

PARKING

LOT L

KEYPLAN

200N

SCALE: 1/4" = 1'-0"

HAZARDOUS ABATEMENT - ICU ROOF PLAN1

GENERAL NOTES

1. SEE GI002 FOR NOTES AND LEGENDS.

2. PERFORM ALL WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL, STATE, AND

FEDERAL RULES, REGULATIONS, GUIDELINES, AND THE CONTRACT DOCUMENTS

3. IF ANY PREVIOUSLY-UNIDENTIFIED OR OTHERWISE UNANTICIPATED SUSPECT

MATERIAL IS IDENTIFIED DURING CONSTRUCTION, STOP WORK AND NOTIFY THE

OWNER OR THEIR REPRESENTATIVE FOR FURTHER DIRECTION. UNDER NO

CIRCUMSTANCES SHALL THE CONTRACTOR COLLECT AND/OR ANALYZE BULK

SAMPLES OF SUSPECT MATERIALS WITHOUT THE APPROVAL OF THE OWNER OR

THEIR REPRESENTATIVE.

4. THE DISTURBANCE OF ANY ASBESTOS-CONTAINING MATERIAL (ACM), OR SUSPECT

ACM, SHALL BE PERFORMED BY A LICENSED ASBESTOS ABATEMENT CONTRACTOR.

5. ALL MATERIAL MEASUREMENTS AND/OR QUANTITIES AND LOCATIONS ARE

APPROXIMATE AND FOR GENERAL ORIENTATION ONLY.

6. THE LOCATION OF SITE STORAGE OF MATERIAL, EQUIPMENT, WASTE

TRAILER/DUMPSTER(S), AS WELL AS CONTRACTOR PARKING, ETC. SHALL BE

COORDINATED WITH AND APPROVED BY THE OWNER/OWNER'S REPRESENTATIVE.

7. CONTRACTOR IS RESPONSIBLE FOR ALL TOOLS, EQUIPMENT, AND SUPPLIES.

CONTRACTOR IS ALSO RESPONSIBLE FOR PROVIDING LADDERS, SCAFFOLDING, LIFTS,

PLANKING, ETC. AS REQUIRED TO PERFORM WORK. THE OWNER OR THEIR

REPRESENTATIVE WILL NOT BE RESPONSIBLE FOR LOST, DAMAGED, OR STOLEN

ITEMS.

8. THE CONTRACTOR IS RESPONSIBLE FOR KEEPING THE WORK AREA IN A CLEAN AND

SAFE CONDITION, PROVIDING TEMPORARY PROTECTION, PROTECTING BUILDING

MATERIALS SCHEDULED TO REMAIN, AND TO PREVENT UNAUTHORIZED ACCESS

DURING THE DURATION OF THE PROJECT. REPAIR OF DAMAGE CAUSED AS A RESULT

OF INADEQUATE TEMPORARY PROTECTION OR CONTRACTOR ACTIVITIES WILL BE THE

RESPONSIBILITY OF THE CONTRACTOR.

9. ALL REMOVED ASBESTOS-CONTAINING MATERIALS AND ASBESTOS-CONTAMINATED

WASTE SHALL BE PROPERLY PACKAGED PRIOR TO BEING REMOVED FROM THE WORK

AREA(S). WARNING LABELS SHALL BE APPLIED TO ASBESTOS WASTE CONTAINERS AS

APPROPRIATE. ALL ASBESTOS-CONTAINING MATERIALS/ASBESTOS-CONTAMINATED

WASTE REMOVED FROM THE WORK AREA(S) SHALL BE ACCOMPANIED BY A WASTE

SHIPMENT RECORD. COMPLETED WASTE SHIPMENT RECORDS MUST BE PROVIDED TO

THE OWNER AS PART OF THE CLOSEOUT DOCUMENTATION. ALL ORIGINAL WASTE

SHIPMENT RECORDS MUST BE PROVIDED TO THE OWNER WITHIN 35 DAYS OF THE

WASTE LEAVING THE SITE

10. COORDINATE ALL WORK ACTIVITIES WITH THE OWNER/OWNER'S REPRESENTATIVE TO

ENSURE ONSITE ACTIVITIES ARE ACCEPTABLE TO THE OWNER, AND THAT REMOVALS

ARE SUFFICIENT TO ACCOMMODATE THE PROJECT ACTIVITIES.

11. REFER TO SPECIFICATION SECTIONS 028213.21 AND 028333.13 AND THE CONTRACT

DOCUMENTS FOR ADDITIONAL INFORMATION AND COORDINATION.

12. CONTRACTOR SHALL POST SIGNAGE AHEAD OF ABATEMENT ACTIVITIES IN

ACCORDANCE WITH NY STATE CODE RULE 56.

ABATEMENT LOG

KEY LOCATION MATERIAL SIZE PIECES

200 ICU ROOF

REMOVE CONCRETE DUNNAGE SUPPORTS AT

BOTH SIDES OF HVAC DUCTWORK SUPPORT.

ASBESTOS TAR HAS BEEN FOUND ON

CONCRETE SUPPORTS, PROVIDE TEMPORARY

SUPPORTS WHILE UNDER CONSTRUCTION.

30 SF 21

3/18/2022

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text three quarters inch = one foot

AutoCAD SHX Text one half inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three eighths inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text one quarter inch = one foot

AutoCAD SHX Text N

1 1/2"x1/4" GALV PL

POST 48" OC MAX

8" 8"

1 1/2" DIA GALV PIPE RAILING

1 1/4" DIA GALV STEEL

PIPE (3) TYP

1/2"x4" MIN. THREADED ROD ANCHORS

FOR USE IN CRACKED AND UNCRACKED

CONCRETE, (2) PER BRACKET, ATTACH

TO EXISTING PRECAST COPING OVER

NEW FLASHING. FASTENERS TO COMPLY

WITH ICC-ESR-3699 OR EQUIVALENT

1 1/2"x1/4" GALV PLATE

POST AT 48" OC MAX

SECTION A-A

NEW COPING

HIGH ROOF

ELEV

" F

5"x3x1/4"x4" STL GALV BRACKET

WELDED TO PLATE AND POST

6"x1/4"x1/4" ANCHORS

ATTACHED TO PLATE

1'- 1 1

/4"

2 1 /2"

8" 8"

1/8" THK x7" HIGH GALV STEEL

CONT BAND ATTACHED TO

METAL STUDS

1/4"x4" SELF-DRILLING

FASTENERS, (2) PER BRACKET,

ATTACH TO EXISTING OR NEW

STEEL BAND. FASTENERS TO

COMPLY WITH ICC-ESR-1976 OR

EQUIVALENT

1 1/2"x1/4" GALV PL

POST 48" OC MAX

NEW COPING

HIGH ROOF

ELEV

" F

5"x3x1/4"x4" STL GALV BRACKET

WELDED TO PLATE AND POST

SECTION A-A

1'- 1 1

/4"

6"x1/4"x1/4" ANCHORS

ATTACHED TO PLATE

2 1 /2"

PREMOLDED PIPE SEAL

INNER CUT OFF MASTIC

BASIS OF DESIGN "FRONTLINE

ANCHOR 70870-L16FL

LAP SEALANT

CAP SPLICE

SPLICING CEMENT

1'- 6"

8" MI

CONNECTION POINT

FALL PROTECTION ANCHOR 18" HIGH 4"

Ø SCH 40 PIPE WITH PLATE ON BOTTOM

THROUGH BOLTED TO PLATE BELOW

(8) 1/2" HEX NUT THROUGH BOLTED

TO BOTTOM OF DECK WITH LOCK

NUTS AND WASHERS

11"x11"x3/4" THK PLATE

11"x11x5/8" THK PLATE

ATTACHED TO ANCHOR

1 1/2" DIA PIPE RAILING

C8x11.5 CHANNEL STRINGER

3'-0" WIDE OPEN GRATED PLATFORM

& TREADS WELDED TO ANGLES

2" x 2" X1/4" ANGLE WELDED TO

CHANNEL AND STAIR TREADS (TYP)

3'- 6"

1'- 9"

2'-

3'-0"

7 9 /16

CONCRETE PAVER

ROOF SYSTEM

AS SPECIFIED

CONC DECK

2"x6" TREATED BLOCKING

AS REQUIRED

FLASH OVER WD BLOCKING

ATTACH STAIR TO WD BLOCKING

USE SS BOLTS FOR ALL

BOLTED CONNECTIONS

ALL STEEL TO BE GALVANIZED

AFTER FABRICATION

12" TREADS

3"X3"X1/4" CLIP WELDED TO STRINGER

WITH HOLES FOR BOLTS

ATTACH TO WOOD BLOCKING WITH (2) SS 1/2"x6"

LAG BOLTS AND WASHERS AT EACH STRINGER

11"

TYP

1'-0"

TYP

7" 7"

4" 7"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

21 4 5 6 7 8 9 10

PhaseARCHITECT/ENGINEER OF RECORDCONSULTANT

321 4 5 6 7 8 9 10

Project Director

Revisions: Date:

STRUCTURAL DETAILS FINAL BID DOCUMENTS REPLACE ICU AND 200 NORTH

ROOFS

79 MIDDLEVILLE ROAD

NORTHPORT, NY 11768

2022-03-18 S-501

632-21-118

DJS CJR

REV 0 FINAL BID DOCUMENTS 2022-03-18

ACM TESTING

MABBETT & ASSOCIATES, INC.

105 CENTRAL STREET, SUITE 4100

STONEHAM, MA 02180

TEL: 781-275-6050

INFO@MABBETT.COM

WWW.MABBETT.COM

DRONE THERMAL IMAGING

EAGLEHAWK ONE, INC.

3819 SOUTH PARK AVE,

BUFFALO, NY 14219

CELL: 716-698-2385

AHERR@EAGLEHAWK.IO

SCALE: 1-1/2"=1'-0"

STRUCTURAL RAILING DETAIL AT ICU1

A-103

SCALE: 1-1/2"=1'-0"

STRUCTURAL RAILING DETAIL AT 200N2

A-101 A-102

SCALE: 1-1/2" = 1'-0"

FALL PROTECTION TIE DOWN DETAIL AT ICU3

A-103

SCALE: 1-1/2" = 1'-0"

STRUCTURAL STAIR DETAIL AT 200N4

A-102

GENERAL NOTES

1. SEE GI002 FOR NOTES AND LEGENDS.

KEYED NOTES

THE NEW GUARDRAILS AT COLUMN LINE 23.3 AT THE NORTH HIGH ROOF AT EACH SIDE OF

THE SKYLIGHT WILL REQUIRE A NEW SUPPORT PLATE AT THE PARAPET. THIS PLATE NEEDS

TO BE INSTALLED AT THE NEW RAILING LOCATIONS. CONTRACTOR IS TO REMOVE THE

PLYWOOD WALL SHEATHING, INSTALL A NEW HORIZONTAL 1/8” THICK, X 7” HIGH

GALV. STEEL CONTINUOUS PLATE BAND IN THE WALL. COVER WALL WITH NEW TREATED

PLYWOOD SHEATHING, COVER WALL WITH FLASHING, AND INSTALL NEW GUARDRAIL.

PROTECT AND REPAIR AND DISTURBED MATERIALS INSIDE PARAPETS SUCH AS WIRING,

INSULATION, FIRE SAFING, ETC

3/18/2022

AutoCAD SHX Text one eighth inch = one foot

AutoCAD SHX Text

AutoCAD SHX Text three inches = one foot

AutoCAD SHX Text 6"

AutoCAD SHX Text

AutoCAD SHX Text 6"

AutoCAD SHX Text one and one half inches = one foot

AutoCAD SHX Text one inch = one foot

AutoCAD SHX Text

Aut…

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