Contract Drawings.pdf

PDF 11 MB Posted Mar 27, 2023

Attached to: Z1DA--CONS Building 1 and Clinical Addition Roof Replacement Project 540-07-103
Solicitation number: 36C24523B0004
Issued by: Department of Veterans Affairs Veterans Health Administration Veterans Integrated Service Network 5

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File	Type	Posted
36C24523B0004 0009.docx	DOCX document	Aug 4, 2023
E-3 Drawing.pdf	PDF	Aug 4, 2023
36C24523B0004 0009_1.docx	DOCX document	Aug 4, 2023
36C24523B0004 0008_1.docx	DOCX document	Jul 22, 2023
36C24523B0004 0008 Amendment to Building 1 and Clinical Addition Roof Replacement.docx	DOCX document	Jul 22, 2023
36C24523B0004 0007.docx	DOCX document	Jul 14, 2023
36C24523B0004 0007_1.docx	DOCX document	Jul 14, 2023
36C24523B0004 0006.docx	DOCX document	Jul 7, 2023
36C24523B0004 0006_1.docx	DOCX document	Jul 7, 2023
36C24523B0004 0005_1.docx	DOCX document	Jun 26, 2023
36C24523B0004 0005.docx	DOCX document	Jun 26, 2023
36C24523B0004 0004_1.docx	DOCX document	Jun 11, 2023
36C24523B0004 0004.docx	DOCX document	Jun 11, 2023
Wage Determination.pdf	PDF	Jun 11, 2023
36C24523B0004 0003.docx	DOCX document	May 24, 2023
36C24523B0004 0003_1.docx	DOCX document	May 24, 2023
Record of Attendance - 2nd Site Visit 5-19-2023.pdf	PDF	May 24, 2023
Amendment A00002 - Replace Roof Project.docx	DOCX document	May 15, 2023
36C24523B0004 0002.docx	DOCX document	May 15, 2023
36C24523B0004 0002_1.docx	DOCX document	May 15, 2023
Pre-proposal site visit - Roof Replacement Project 3-30-2023.pdf	PDF	Apr 7, 2023
36C24523B0004 0001_1.docx	DOCX document	Apr 7, 2023
Wage Determination.docx	DOCX document	Mar 27, 2023
36C24523B0004 - Replace Roofs Main Building and Clinical Addition.docx	DOCX document	Mar 27, 2023
Contract Specifications.pdf	PDF	Mar 27, 2023
36C24523B0004.docx	DOCX document	Mar 27, 2023

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U :\1

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BID DOCUMENTS

CS-1

COVER SHEET

04-01-2022

ROOF REPLACEMENT

LOUIS A. JOHNSON

VA MEDICAL CENTER

REGION PLAN, CLARKSBURG WV. LOCATION PLAN

S.R. 98

C.R. 25

TO S.R. 19

4017 Washington Road #187 McMurray, PA 15317 p: 412.334.4091

Veterans Technical Services, LLC (VETS) Service Disable Verteran-Owned Small Business

Contact:

James V. Eckles

Registered Architect p: 412.448.4896 e: jeckles@vetstech.us

ARCHITECT

Drawing List Sheet Number Sheet Name

GENERAL

CS-1 COVER SHEET

LS-1 LIFE SAFETY ROOF PLAN, LEGENDS,

ABBREVIATIONS, AND NOTES

ARCHITECTURAL

A-1 ROOF PLAN - PHASING PLANLOUIS A. JOHNSON VA MEDICAL CENTER

ROOF REPLACEMENT

BID DOCUMENTS

APRIL 01, 2022

PROJECT NORTH

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

LOUIS A. JOHNSON VAMC

D18-023 o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 7 9

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

VA 540-07-103

VAMC CLARKSBURG

1 MED CENTER DRIVE CLARKSBURG, WV 26301

ARCHITECT/ENGINEERS:

ELECTRICAL

MECHANICAL

A-2 PHASE 1 ROOF PLANS

A-3 PHASE 2 & 3 ROOF PLANS

A-4 PHASE 4 ROOF PLANS

A-5 PHASE 5 & 6 ROOF PLANS

A-6 TYPICAL DETAILS

A-7 TYPICAL DETAILS

A-1-a ROOF PLAN - SCHEMATIC PONDING

E-1

E-3 E-2

M-1 M-2

ELECTRICAL GENERAL NOTES, DETAILS, & SYMBOL

LEGEND

MECHANICAL GENERAL NOTES & SYMBOL LEGEND

DEMOLITION - ROOF PLAN - ELECTRICAL

NEW WORK - ROOF PLAN - ELECTRICAL

MECHANICAL - ROOF PLAN

TRUE

A-8 TYPICAL DETAILS

A-9 TYPICAL DETAILS

A-10 TYPICAL DETAILS

A-11 TYPICAL DETAILS

JVE TJD

100% CONSTRUCTION DOCUMENTS 06/17/2019

100% DOCUMENT RESUBMISSION 01/31/2020

100% BID DOCUMENTS 04/18/2019

PART OF CURRENT PACKAGE

NOTES:

REVIEW 03/13/2019

75% SUBMITTAL 02/15/2019

PROGRESS 11/20/2018

INCLUDED FOR INFORMATION (NO CHANGE)

BID DOCUMENTS 04/01/2022

Date

04-01-2022 04-01-2022

04-01-2022

04-01-2022 04-01-2022 04-01-2022 04-01-2022 04-01-2022 04-01-2022 04-01-2022 04-01-2022 04-01-2022 04-01-2022

412.334.4091

04-01-2022

04-01-2022 04-01-2022

ARCHITECTURAL ABBREVIATIONS

A/C AIR CONDITIONING

ADA AMERICANS WITH DISABILITIES ACT

A&E ARCHITECT AND ENGINEERS

AFG ABOVE FINISHED GRADE

AHU AIR HANDLING UNIT

ALT ALTERNATIVE

ALUM ALUMINUM

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

BD BOARD

BLDG BUILDING

BLKG BLOCKING

BM BEAM

BO BOTTOM OF

BRG BEARING

CF CUBIC FEET

C & G CURB & GUTTER

CJ CONTROL JOINT

CL CENTERLINE

CMP CORRUGATED METAL PIPE

CMU CONCRETE MASONRY UNITS

CO CLEANOUT(S)

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

COORD COORDINATE

COR CONTRACTING OFFICER

REPRESENTATIVE

CRS COLD ROLLED STEEL

CS CAST STONE

CSB CONCRETE SPLASH BLOCK

CTR CENTER

CU FT CUBIC FEET

DEG DEGREE

DEMO DEMOLITION

DET DETAIL

DIA DIAMETER

DIAG DIAGONAL

DIV DIVISION

DN DOWN

DR DOOR

DS DOWNSPOUT

DWG DRAWING

E EAST

(E) EXISTING

EA EACH

EF EXHAUST FAN

EJ EXPANSION JOINT

ELEC ELECTRICAL

EPDM ETHYLENE PROPYLENE

DIENE MONOMER

EQ EQUAL

EQUIP EQUIPMENT

EST ESTIMATED

EXH EXHAUST

EXIST EXISTING

EXT EXTERIOR

FA FIRE ALARM

FCU FAN COIL UNIT

FD FLOOR DRAIN

FIXT FIXTURE

FL FLOW LINE

FR FIRE RATED

FSP FIRE STANDPIPE

FT FOOT / FEET

FV FIELD VERIFY

FVC FIRE VALVE CABINET

QA QUALITY ASSURANCE

R R-VALUE (INSULATION),

RADIUS, RISER

RD ROOF DRAIN

RE: REFERENCE

REBAR REINFORCING BAR

REINF REINFORCE

REQD REQUIRED

REV REVISION

RH ROOF HATCH

RO ROUGH OPENING

SB SPLASHBLOCK

SC SEALED CONCRETE, SOLID CORE

SCHED SCHEDULE

SCP SCUPPER

SEAL SEALER

SECT SECTION

SF SQUARE FOOT

SHT SHEET

SIM SIMILAR

SL SLOPE

SLV SHORT LEG VERTICAL

SPECS SPECIFICATIONS

SQ SQUARE

SS STAINLESS STEEL

STD STANDARD

STL STEEL

STRUC STRUCTURAL

SYM SYMMETRICAL

SYS SYSTEM

GALV GALVANIZED

GC GENERAL CONTRACTOR

GND GROUND

GT GROUT

GYP BD GYPSUM BOARD

HAZ MAT HAZARDOUS MATERIALS

HB HOSE BIB

HDR HEADER

HDW HARDWARE

HGT HEIGHT

HM HOLLOW METAL

HORIZ HORIZONTAL

HR HOUR, HANDRAIL

HT HEIGHT

HVAC HEATING, VENTILATING

& AIR CONDITIONING

IBC INTERNATIONAL BUILDING CODE

IN INCH

INCAN INCANDESCENT

INFO INFORMATION

INSUL INSULATION

INT INTERIOR

INV INVERT

ITG INSULATED TEMPERED GLASS

J-BOX JUNCTION BOX

JT JOINT

L LONG

LB(S) # POUND(S)

LF LINEAL FEET

LLV LONG LEG VERTICAL

LT LIGHT

LVR LOUVER

T&B TOP AND BOTTOM

T&G TONGUE AND GROOVE

TBD TO BE DETERMINED

TEMP TEMPERATURE

TG TEMPERED GLASS,

TRANSFER GRILLE

THRU THROUGH

TO TOP OF

TOC TOP OF CONCRETE

TOM TOP OF MASONRY

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

UL UNDERWRITERS LABORATORY

UNFIN UNFINISHED

UNO UNLESS NOTED OTHERWISE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THROUGH ROOF

W/ WITH

W/O WITHOUT

WD WOOD

WF WIDE FLANGE

WH WATER HEATER

WR WASTE RECEPTACLE,

WATER RESISTANT

WS WATER STOP

WT WEIGHT

WWF WELDED WIRE FABRIC

MAX MAXIMUM

MECH MECHANICAL

MFR MANUFACTURER

MIN MINIMUM

MISC MISCELLANEOUS

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NO NUMBER

NOM NOMINAL

NTS NOT TO SCALE

OC ON CENTER

OD OUTSIDE DIAMETER

OFCI OWNER FURNISHED

CONTRACTOR INSTALLED

OFOI OWNER FURNISHED

OWNER INSTALLED

OH OPPOSITE HAND

OPP OPPOSITE

ORD OVERFLOW ROOF DRAIN

P PLASTIC

PL PLATE

PR PAIR

PREFAB PREFABRICATED

PROP PROPERTY

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PT CONC POST-TENSIONED CONCRETE

PTD PAPER TOWEL DISPENSER

PTL PORCELAIN TILE

PVC POLYVINYL CHLORIDE

XXX

X X

XXXX

DOOR IDENTIFIER

EQUIPMENT IDENTIFIER

REVISION INDICATOR

BUILDING SECTION

REFERENCE

SECTION REFERENCE

INTERIOR ELEVATION

REFERENCE

ELEVATION INDICATION

ARCHITECTURAL DRAWING SYMBOLS

DRAWING NUMBER

SHEET WHERE DETAIL IS

LOCATED

DRAWING NUMBER

SHEET WHERE DETAIL IS

LOCATED

DRAWING NUMBER DETAIL

SHEET WHERE DETAIL IS

LOCATED

NORTH ARROW

ROOF IDENTIFIER

SHEET LOCATION

ROOF NUMBER

VIEW OR DRAWING

NUMBER

KEYNOTE

DETAIL REFERENCE

? EXISTING COLUMN GRID

IDENTIFIER

BUILDING

OBJECT

REFERENCED

FINISH FLOOR

EL. = 100'-0"

8'-0" AFF SPOT ELEVATION

INDICATION

SPECIALTIES AND

EQUIPMENT IDENTIFIERXX

OBJECT

REFERENCED

X X

BUILDING ELEVATION

REFERENCE

# DEDUCT

ALTERNATE AREA,

SYSTEM, OR NOTE

REFERENCE. SEE

THIS SHEET, GI100

FOR SCHEDULE.

XXXX

EXIT ACCESS

A C

EXIT

ACCESS

EXIT ACCESS

HATCH

EXIT

ACCESS

A C

LADDER

SPRINKLER PIPE

C H

LADDER

HATCH

LADDER

GUARDRAIL, TYP.

SPRINKLER PIPE

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

LOUIS A. JOHNSON VAMC

o n e e ig h th in c h o n e fo o t 1 th re e in c h e s o n e fo o t o n e a n d o n e h a lf in c h e s o n e fo o t o n e in c h o n e fo o t th re e q u a rt e rs in c h o n e fo o t o n e h a lf in c h o n e fo o t th re e e ig h th s in c h o n e fo o t o n e q u a rt e r in c h o n e fo o t

1 2 3 4 5 6 7 9

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

VA 540-07-103

VAMC CLARKSBURG

1 MED CENTER DRIVE CLARKSBURG, WV 26301

ARCHITECT/ENGINEERS: D18-023

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BID DOCUMENTS

LS-1

LIFE SAFETY ROOF PLANS, LEGENDS,

ABBREVIATIONS, AND NOTES

ROOF REPLACEMENT

SCALE: 1/32" = 1'-0"GI100

1 LIFE SAFETY ROOF PLAN

JVE TJD04-01-2022

100% CONSTRUCTION DOCUMENTS 06/17/2019

100% DOCUMENT RESUBMISSION 01/31/2020

100% BID DOCUMENTS 04/18/2019

REVIEW 03/13/2019

75% SUBMITTAL 02/15/2019

PROGRESS 11/20/2018

LIFE SAFETY NOTES

1. ALL ROOFS IN SCOPE OF PROJECT ARE UNOCCUPIED

ACCORDING TO NFPA 101.

2. SPRINKLER PIPES SHOWN ARE EXISTING TO REMAIN

AND SUPPLY THE PENTHOUSES ONLY. ROOFS ARE NOT

SPRINKLERED.

3. EXIT SIGNS ARE NOT REQUIRED ACCORDING TO IBC,

SECTION 1011.

4. ALL EXIT ACCESS, LADDERS AND HATCHES ARE

EXISTING TO REMAIN.

LIFE SAFETY LEGEND

- NEW FALL PROTECTION GUARDRAIL

REQUIRED (SEE DETAIL 8 ON SHEET

A-8 AND DETAIL 5 ON SHEET A-7)

1. THE CONTRACTOR SHALL VISIT THE SITE AND BECOME FAMILIAR WITH SITE

CONDITIONS AS THEY MAY AFFECT CARRYING OUT THE WORK AS DESCRIBED

IN THESE CONTRACT DOCUMENTS. THE CONTRACTOR SHALL INVESTIGATE,

VERIFY, AND BE RESPONSIBLE FOR ALL CONDITIONS OF THE PROJECT, AND

NOTIFY THE ARCHITECT & VA OF ANY CONDITIONS THAT REQUIRE

MODIFICATION BEFORE PROCEEDING WITH THE WORK.

2. DIMENSIONS AND ITEMS SHOWN ARE APPROXIMATE ONLY. CONTRACTOR IS TO

VERIFY ALL DIMENSIONS AND CONDITIONS AND PROVIDE A COMPLETELY

FINISHED AND WARRANTED ROOFING SYSTEM.

3. DAILY ROOF ACCESS SHALL BE OBTAINED FROM THE EXTERIOR OF THE

HOSPITAL.

4. NO MATERIALS, SUPPLIES, OR PERSONNEL ARE TO BE MOVED THROUGH THE

HOSPITAL.

5. NO LAY-DOWN SPACE PROVIDED. MATERIALS MUST BE OFFLOADED TO THE

ROOF IN A MANNER TO MAINTAIN THE INTEGRITY OF THE ROOF.

6. CONTRACTOR TO PROVIDE ALL WORK TO ACHIEVE ENTIRE ROOF WARRANTY

AS SPECIFIED.

7. ALL WORK PERFORMED SHALL BE IN ACCORDANCE WITH ALL APPLICABLE

BUILDING CODES.

8. CONTRACTOR IS PERMITTED TO WORK NORMAL BUSINESS HOURS, HOWEVER,

WHEN WORKING NEAR SENSITIVE AREAS SUCH AS AIR INTAKES OR WHERE

CONDITIONS MAKE THE AREA SENSITIVE, CONTRACTOR SHOULD EXPECT TO

WORK OFF-HOURS.

9. CONTRACTOR MUST PREVENT FUMES AND ODORS FROM ENTERING THE

BUILDING THROUGH INTAKES AND OPENINGS. ANY WORK NEAR INTAKES OR

OPENINGS MAY NEED TO BE PERFORMED OFF PEAK HOURS AND SHOULD BE

COORDINATED WITH THE OWNER.

10. ALL DISPOSABLE AND EXISTING ROOF MATERIALS ARE TO BECOME THE

PROPERTY OF THE CONTRACTOR AND MUST BE DISPOSED OF IN ACCORDANCE

WITH ALL LOCAL, STATE, AND FEDERAL REGULATIONS.

11. CONTRACTOR IS RESPONSIBLE FOR AN ORDERLY AND CONSIDERATE

REMOVAL OF ALL WASTE AND DEBRIS BY USE OF CHUTES OR OTHER

CONFINED METHODS. NOTHING IS TO BE THROWN LOOSELY OFF OF A ROOF.

12. ROOF TEAR-OFF SHALL BE LIMITED TO WHAT CAN BE REPLACED WITHIN A 48

HOUR WINDOW AND ROOF MUST REMAIN WATERTIGHT. TYPICAL FOR ALL

ROOFS AND PHASES.

13. CONTRACTOR SHALL BE RESPONSIBLE FOR ALL TEMPORARY BRACING AND

SHORING REQUIRED DURING CONSTRUCTION.

14. CONTRACTOR IS RESPONSIBLE FOR THE STORAGE, INSTALLATION, AND

REMOVAL OF TEMPORARY FALL PROTECTION ON EACH ROOF TO BE

REPLACED. MATERIALS SHOULD BE STORED SAFELY AND SECURE.

15. CONTRACTOR SHALL MAINTAIN EXISTING FIRE PROTECTION SYSTEMS.

REPLACE FIRE-PROOFING AND SEALANTS WHERE DISTURBED BY

CONSTRUCTION AND WHERE CONNECTIONS OF NEW CONSTRUCTION MUST

INTERFACE WITH EXISTING PROTECTED STRUCTURAL MEMBERS OR BUILDING

COMPONENTS.

16. REMOVE ALL EXISTING WALKWAY PADS AS REQUIRED FOR NEW

CONSTRUCTION. UPON COMPLETION OF ROOF REPLACEMENT, INSTALL NEW

WALKWAY PADS IN THE SAME PREVIOUS LOCATIONS.

17. ALL EXISTING ROOFING MATERIALS INCLUDING BLOCKING AND FLASHING TO BE

COMPLETELY REMOVED DOWN TO CONCRETE OR METAL DECK. ALL REMOVED

FLASHING TO BE REPLACED WITH NEW.

18. ALL VOIDS, CRACKS, AND SEPARATIONS IN EXISTING DECK ARE TO BE

PATCHED AND REPAIRED BEFORE APPLYING NEW ROOFING.

19. SCRAPE AND OTHERWISE PROPERLY PREPARE,THEN PAINT ALL EXPOSED

STEEL INSTALLED THROUGH THE NEW ROOF SYSTEM TO A DISTANCE OF 12"

ABOVE NEW ROOFING.

20. CONTRACTOR SHALL INSTALL NEW ROOFING AND INSULATION; 4" THICK FOR 30

R-VALUE MIN. INCREASE THICKNESS OF INSULATION TO MEET 1/8" MIN. SLOPE

TO DRAINS AS REQUIRED. INSTALL NEW COVERBOARD AND NEW MEMBRANE.

PROVIDE NEW FLASHING AT WALLS, ROOF TOP UNITS, AND ROOF

PENETRATIONS AS REQUIRED.

21. ALL PENETRATIONS AT SMOKE AND FIRE RATED WALLS, ROOFS, FLOORS, OR

CEILINGS, SHALL BE PROTECTED, SEALED OR DAMPERED USING ONLY U.L.

AND/OR I.C.B.O. APPROVED METHODS, SYSTEMS, MATERIALS, AND

INSTALLATION.

22. PROVIDE SEALANT AT ALL JOINTS OR CRACKS THAT OCCUR WHERE

DISSIMILAR MATERIALS INTERSECT PERPENDICULAR TO EACH OTHER, AND

THE INTERSECTION IS EXPOSED TO VIEW.

23. ALL EXISTING METAL COPING COVERS ARE TO BE RE-CAULKED AND RESEALED.

24. ALL EXISTING STONE COPING IS TO BE COVERED WITH NEW METAL COVERS

SIMILAR IN COLOR AND APPEARANCE TO EXISTING COPING COVERS. SEE

DETAIL A8-7.

25. ALL DETAILS SHOWN AND CONSTRUCTED ARE TO COMPLY WITH

MANUFACTURES PRINTED REQUIREMENTS TO MAINTAIN WARRANTY.

26. ALL DETAILS SHOWN ARE TYPICAL THROUGHOUT THE PROJECT. CONTRACTOR

TO APPLY APPROPRIATE DETAILS TO ACCOMPLISH A COMPLETE AND

WARRANTED PROJECT.

27. ALL WOOD USED IN CONSTRUCTION TO BE TREATED.

9. Fire Suppression:

Sprinkler system: Medical Center building is required to be sprinkled throughout in accordance with

NFPA 13.

The sprinkler system is hydraulically designed and anticipated to perform accordance with applicable edition of NFPA. Any modifications must comply with NFPA 13 2013 and the Sixth Edition of the Department of Veterans Affairs Fire Protection Design Manual and NFPA 45 shall regulate design area and density.

Minimum Design Requirements:

All areas shall be protected as:

Light Hazard Occupancy: 0.10 gpm/ft2 over 1,500 ft2.

Hose stream allowance: 100 GPM

Portable Fire extinguishers: Fire Extinguishers are required in accordance with NFPA 101 and NFPA 10.

Fire alarm system:

A combined manual and automatic Fire Alarm System exists and shall not be impacted, disabled or modified by the project work.

CODE ANALYSIS

The 2015 edition of the Life Safety Code, NFPA 101 and the Sixth Edition of the Department of Veterans Affairs Fire Protection Design Manual have been used to review the above referenced project for compliance with the fire and life safety requirements. For features not addressed by NFPA 101 and the referenced National Fire Codes, the 2015 edition of the International Building Code has been used and shall be met by the contractor.

The existing building has a Health Care Occupancy.

Corridor Continuity and separation, Section 407.3: Smoke Partitions. Doors smoke rated with positive latching unless required to be Fire Rated (Section 509.4, Below) Exceptions by 407.2.1 through 407.2.4: Waiting areas and lobbies (1-4), Care providers’ stations constructed as corridors, psychiatric treatment areas (1-6), and Gift Shops less than 500 sqft.

Doors tested to UL 1784, installed per NFPA 105 Ducts or air transfer opening shall limit the passage of smoke and be equipment with a Smoke Damper.

8.2.1 Construction

For Construction I(442):

Exterior Bearing walls: 4-hr FRR, Interior Bearing: 4-hr FRR (3-hr FRR if supporting only roof or one floor), Floor: 2-hr FRR, Roof: 2-hr FRR Assumed Assembly = UL DESIGN NO. K917

Occupancy Separations: Not Required with other Health Care Occupancies.

Special Requirements: Corridors in occupancies in Group I-2 shall be continuous to the exits and shall be separated from other areas. Corridors are a minimum of 96 Inches wide. During construction, these corridors shall maintain code. Any new corridor walls shall be constructed as smoke partitions .Smoke Barriers to separate stories into 50 occupants, an area of 22,500 or smaller square feet, but at least 2 areas per floor.

Refuge Areas are assumed in each smoke compartment and will not be altered or obstructed by the project work.

Automatic sprinkler system: existing, altered components shall comply with NFPA 101 9.7.1.1 Sprinkler systems required to comply with NFPA 13.

Fire alarm system: existing, altered components shall comply with NFPA 13, according to NFPA 101.

Fire rated partitions are required to separate the following:

Elevator hoistway is constructed as a 2 hr Shaft enclosure, which shall be maintained and continuous (have continuity) per IBC2012 1009 Vertical Shafts, including enclosed exit stairways shall be 2 hr rated walls or partitions as required by IBC 709, with 90 min doors, IBC 715, Allowable Area: Based upon non combustible, unprotected construction.

Basic Allowable Area: Unlimited (IBC,Table 503, I-2)

Allowable Height: Unlimited

Hazardous Room Separation

10.

11.

NOTE: CONTRACTOR TO COMPLY WITH ALL OF THE FOLLOWING.

GENERAL REQUIREMENTS & NOTES

GENERAL CODES: Contractor to comply with all of the following. VA has adopted the latest edition of the following codes and standards as a minimum for all projects performed in the modernization, alteration, addition, or improvement of its real property and construction. VA design Manuals and Master Specifications specify other codes and standards that VA follows on its projects:

· VA Directives, Design Manuals, Master Specifications, VA National CAD Standard Application Guide, and other Guidance on the Technical Information Library (TIL) (http://www.cfm.va.gov/til/).

· International Building Code (IBC) (Except when specifically referenced in VA Design Documents, see notes below)

· NFPA 101 Life Safety Code (see notes below)

· NFPA National Fire Codes with the exception of NFPA 5000 and NFPA 900

· Occupational, Safety and Health Administration (OSHA) Standards.

· VA Seismic Design Requirements, H-18-8

· National Electrical Code (NEC)

· International Plumbing Code (IPC)

· Architectural Barriers Act Accessibility Standards (ABAAS) including VA supplement, Barrier Free Design Guide (PG-18-13)

· Energy policy Act of 2005 (EPAct)

· Executive Order 13423: Strengthening Federal Environmental, Energy, and Transportation Management.

· Ventilation for Acceptable Indoor Air Quality – ASHRAE Standard 62.1- 2004.

· Safety Standard for Refrigeration Systems – ASHRAE Standard 15 – 2007.

Local Codes: As an agency of the federal government, VA is not subject to local imposition of code enforcement procedures (drawing reviews, building permits, inspections, fees, etc.). VA must function as the Authority Having Jurisdiction (AHJ) and thus has the responsibility to guard public health and safety through enforcing its adopted codes. However, local authorities should be notified about planned projects and given opportunity to review drawings provided that VA does not pay for review or inspection fees.

EQUIPMENT/PIPE CURB

GOOSENECK VENT

EXHAUST VENT

ROOF DRAIN

PLUMBING VENT

ROOF DRAWING SYMBOLS

ITEMS ABOVE ROOF DECK

ITEMS ON ROOF DECK

LIGHTNING PROTECTION

SCUPPER/OVERFLOW DRAIN

SUPPLY/RETURN DUCTS

AREAS TREATED WITH FLUID

APPLIED RESTORATION

COATING. CLEAR DEBRIS &

CLEAN PRIOR TO INSTALL.

ROOF WALKWAY PADS

DRAINAGE CRICKET. SLOPE

AS NEEDED. TO MAINTAIN

POSITIVE SLOPE TO DRAIN.

EXISTING FALL PROTECTION

GUARDRAIL

LADDER W/ CAGE AND

CROSSOVER PLATFORM

LADDER W/ CAGE AND

CROSSOVER PLATFORM

(NO CAGE)

WINDOW CLEANING

ANCHORAGE POINT

LOCATION

ALTERNATE: SEE LS-1 AND

SPECIFICATIONS FOR MORE

INFO.

SPRINKLER SYSTEM; DRY PIPE

APPROXIMATE ROOF

ELEVATION

NEW FALL PROTECTION

GUARDRAIL

REVISION CLOUD

INDICATING ADDITION

REVISION CLOUD

INDICATING OMISSION

BID DOCUMENTS 04/01/2022

412.334.4091

AutoCAD SHX Text X

CLINICAL

ADDITION

41 43

3 N.I.C

1 N.I.C

55 5

N.I.C.

29 N.I.C.

N.I.C

N.I.C.

PHASE 2

PHASE 3

PHASE 1

PHASE 6

PHASE 3

PHASE 5

PHASE 4

PHASE 3

PHASE 6

APPROXIMATE LIMIT

ROOFING WORK

ROOF PLAN LEGEND

DO NOT OBSTRUCT -

EMERGENCY ACCESS

PHASE 1

PHASE 2

PHASE 3

PHASE 4

PHASE 5

PHASE 6

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

ARCHITECT/ENGINEERS:

LOUIS A. JOHNSON VAMC

1 2 3 4 5 6 7 9

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

VA 540-07-103

VAMC CLARKSBURG

1 MED CENTER DRIVE CLARKSBURG, WV 26301

D18-023

U :\1

- V A

C la rk sb ur g

R e

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_a og rz ew al la .rv t

BID DOCUMENTS

A-1

ROOF PLAN - PHASING PLAN ROOF REPLACEMENT

SCALE: 1" = 20'-0"1ROOF PLAN

NO SCUPPERS, NEW REQUIRED

NEW COPING REQUIRED

COVER EXISTING COPING

EXISTING ROOF HATCH TO BE REMOVED

EXISTING CONCRETE PAD TO BE REMOVED

EXISTING DRAIN THROUGH EXTERIOR WALL INTO BUILDING

EXISTING ROOF HATCH TO REMAIN

MAXIMIZE DIAMETER OF EXISTING DRAINS

REMOVE EXISTING PITCH POCKETS

NEW FALL PROTECTION GUARDRAILS REQUIRED (SEE SHEETS LS-1 & A-8)

DO NOT LIFT UNITS

METAL DECKING

2 3 3

JVE TJD04-01-2022

100% CONSTRUCTION DOCUMENTS 06/17/2019

100% DOCUMENT RESUBMISSION 01/31/2020

100% BID DOCUMENTS 04/18/2019

REVIEW 03/13/2019

75% SUBMITTAL 02/15/2019

PROGRESS 11/20/2018

10 10

PHASING NOTE

1. AN ALTERNATE PHASING PLAN WILL BE CONSIDERED BY

THE OWNER AFTER BID IS AWARDED. ANY ALTERNATE

PHASING PLAN MUST BE APPROVED BY THE OWNER

EQUIPMENT/PIPE CURB

GOOSENECK VENT

EXHAUST VENT

ROOF DRAIN

PLUMBING VENT

ROOF DRAWING SYMBOLS

ITEMS ABOVE ROOF DECK

ITEMS ON ROOF DECK

LIGHTNING PROTECTION

SCUPPER/OVERFLOW DRAIN

SUPPLY/RETURN DUCTS

AREAS TREATED WITH FLUID

APPLIED RESTORATION

COATING. CLEAR DEBRIS &

CLEAN PRIOR TO INSTALL.

ROOF WALKWAY PADS

DRAINAGE CRICKET. SLOPE

AS NEEDED. TO MAINTAIN

POSITIVE SLOPE TO DRAIN.

EXISTING FALL PROTECTION

GUARDRAIL

LADDER W/ CAGE AND

CROSSOVER PLATFORM

LADDER W/ CAGE AND

CROSSOVER PLATFORM

(NO CAGE)

WINDOW CLEANING

ANCHORAGE POINT

LOCATION

ALTERNATE: SEE LS-1 AND

SPECIFICATIONS FOR MORE

INFO.

SPRINKLER SYSTEM; DRY PIPE

APPROXIMATE ROOF

ELEVATION

NEW FALL PROTECTION

GUARDRAIL

X X X

REVISION CLOUD

INDICATING ADDITION

REVISION CLOUD

INDICATING OMISSION

BID DOCUMENTS 04/01/2022

412.334.4091

AutoCAD SHX Text

INDIVIDUAL ROOF KEYNOTES

AutoCAD SHX Text X

8' - 8" 24' - 4"

'-8

'-0

1' - 1 1/4" 16' - 6" 10' - 0" 17' - 0" 20' - 0" 19' - 0" 21' - 6" 15' - 0" 13' - 0" 15' - 0" 21' - 0" 19' - 0" 22' - 2" 14' - 4" 10' - 0" 17' - 0" 3' - 3"

8' - 0"

ROOF 22

¹C

¹D

¹E

¹F

¹G

¹H

¹H'

¹K

¹K'

¹3 ¹4 ¹5 ¹6 ¹7 ¹8 ¹9 ¹10 ¹11 ¹12 ¹13 ¹14 ¹15 ¹16 ¹17 ¹18

EXIST. AHU-10

EXIST.

AHU-12SUPPLY

SUPPLY

RETURN

EXIST. FIRE PROTECTION PIPE

EXIST CONDENSING UNIT

90' - 6"

ABANDONDED HATCH

EXIST. CHILLED WATER SUPPLY/RETURN

EXIST. STEAM AND CONDENSATE

EXIST. FIRE

PROTECTION PIPE

EXIST. 15" METAL

COPING ON 6"

PARAPET

EXIST. 15" METAL

COPING ON 6"

PARAPET

RETURN

SUPPLY

EXIST. AHU-11

EXIST. AHU-13

ABANDONED CURBABANDONED CURB

ABANDONED CURB

EXIST. WALL LOUVERS

EXIST. METAL COPING ON 7"

PARAPET. THIS SIDE

EXIST. METAL COPING

ON 1'-4". THIS SIDE

ROOF 22

ROOF 42

ROOF 20

EXIST. 30" ROOF PADS

EXISTING

TERMINATION

BAR @ 7"

EXIST.

EXPANSION

CURB. 5" THIS

SIDE.

EXIST. EXPANSION

CURB. 7" THIS SIDE.

EXISTING

TERMINATION

BAR @ 7"

EXISTING TO REMAIN

ETR

8 8

ROOF

8 8

ROOF 50

9 9

ROOF 51

ROOF 45

ROOF 44

ROOF 46

ROOF 19

1 1 1

A-2

PHASE 1

Drawing Title Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

LOUIS A. JOHNSON VAMC

1 2 3 4 5 6 7 9

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

VA 540-07-103

VAMC CLARKSBURG

1 MED CENTER DRIVE CLARKSBURG, WV 26301

Approved Project Director:

ARCHITECT/ENGINEERS: D18-023

U :\1

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C la rk sb ur g

R e

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_a og rz ew al la .rv t

BID DOCUMENTS

A-2

PHASE 1 ROOF PLANS ROOF REPLACEMENT

SCALE: 1/8" = 1'-0"1PHASE 1 ENLARGED ROOF PLAN - ROOFS 18, 19, 20, 22, 42, 44, 45, 46, 50, & 51 N

SCALE: 1/64" = 1'-0"

KEY PLAN TRUE

JVE TJD04-01-2022

100% CONSTRUCTION DOCUMENTS 06/17/2019

100% DOCUMENT RESUBMISSION 01/31/2020

100% BID DOCUMENTS 04/18/2019

REVIEW 03/13/2019

75% SUBMITTAL 02/15/2019

PROGRESS 11/20/2018

GENERAL PLAN NOTES

SPECIFIC PLAN NOTES #

NOTE: NOT ALL SPECIFIC PLAN NOTES APPEAR

ON EVERY SHEET. THIS LIST INCLUDES ALL

SPECIFIC PLAN NOTES FOR ALL DRAWINGS

ACROSS THE ENTIRE PROJECT. SEE "E" AND "M"

DRAWINGS FOR ADDITIONAL REQUIREMENTS.

1. CLEAN ROOF DRAIN AND PIPE. VIDEO PIPE

FOR CLEAR PASSAGE UNTIL STORM DRAIN

LATERALS BELOW GRADE.

2. EXISTING LADDER. MODIFY LOOSE END

LENGTH TO BE NO LESS THAN 8" ABOVE

ROOF.

3. REMOVE EXISTING ROOF DRAIN AND

REPLACE WITH NEW ROOF DRAIN.

MAXIMIZE DIAMETER OF NEW DRAINS AS

FIELD CONDITIONS ALLOW.

4. EXISTING ROOF HATCH TO BE REMOVED.

5. EXISTING CONCRETE PAD TO BE REMOVED.

6. CLEAN EXISTING DRAIN THROUGH

EXTERIOR WALL INTO BUILDING.

7. PROVIDE NEW ROOF SCUPPER PER DETAIL

UTILIZING EXISTING PARAPET

PENETRATION.

8. PROVIDE NEW ROOF SCUPPER OPENING

THROUGH NEW PARAPET PENETRATION

AND PROVIDE NEW SCUPPER PER DETAIL.

9. PROVIDE NEW SECONDARY SCUPPER

THROUGH EXISTING PARAPET

PENETRATION TO MATCH EXISTING.

ENSURE THAT NEW SECONDARY SCUPPER

PROJECTS AT LEAST 2" BEYOND FACE OF

BUILDING.

10. ROUTE DOWNSPOUT TO THIS LOCATION

AND DISCHARGE ON ROOF BELOW.

PROVIDE WALL BRACKETS 5'-0" O.C. MAX.

11. ROUTE DOWNSPOUT HORIZONTALLY AND

ENSURE A 1/4" PER FOOT SLOPE, MINIMUM.

12. DOWNSPOUT FROM ROOF 59 ENDS AT

ROOF LEVEL OF ROOF 61. EXTEND TO

GROUND.

13. REMOVE EXISTING PITCH POCKETS.

14. NEW METAL COPING REQUIRED.

15. COVER EXISTING STONE COPING WITH NEW

METAL COPING COVERS TO MATCH

EXISTING COPING COVERS ON SITE.

1. SEE GENERAL NOTES ON LS-1.

2. PROVIDE ROOF MANUFACTURER'S

STANDARD DETAILS WHERE MECHANICAL

AND ELECTRICAL EQUIPMENT AND ALL

PENETRATIONS OCCUR.

3. CUT OUT & REMOVE ALL EXISTING ROOF

SYSTEM TO DECK. INSTALL NEW ROOFING

AND INSULATION; 7-1/2" THICK FOR 30

R-VALUE MIN. INCREASE THICKNESS OF

INSULATION TO MEET 1/8" MIN. SLOPE TO

DRAINS AS REQUIRED. INSTALL NEW

COVERBOARD AND NEW ROOFING.

PROVIDE NEW FLASHING AT WALLS, ROOF

TOP UNITS, AND ROOF PENETRATIONS AS

REQUIRED.

4. REMOVE ALL UNUSED OR ABANDONED

ROOF CURBS, HATCHES, AND

PENETRATIONS ON ROOF SURFACES

WITHIN THE SCOPE OF WORK. RESTORE

ROOF DECK AND PROVIDE NEW

INSULATION & ROOFING SYSTEM.

5. PROVIDE A BREAK IN DOWNSPOUTS OVER

40 FEET LONG. PROVIDE A CONDUCTOR

HEAD AT START OF NEW RUN. ALL

DOWNSPOUTS SHALL TERMINATE WITH 60

DEGREE ELBOW MIN. AND SPLASHBLOCK.

6. CONTRACTOR IS RESPONSIBLE FOR

VERIFYING ALL DIMENSIONS AND

ELEVATIONS IN FIELD. ALL DIMENSIONS AND

ELEVATIONS INDICATED ON DRAWINGS ARE

APPROXIMATE.

7. CONTRACTOR IS RESPONSIBLE FOR

PROVIDING ALL ROOFING AND FLASHING

AROUND ALL EXISTING WALLS, ROOF

PENETRATIONS, AND ITEMS WHETHER

SHOWN OR NOT SHOWN.

8. ALL EXISTING LIGHTNING PROTECTION TO

BE REMOVED AND REPLACED WITH NEW

PROTECTION SYSTEM. SEE ELECTRICAL

DRAWINGS.

9. CONTRACTOR TO COORDINATE WITH COR

BEFORE PERFORMING ANY AND ALL WORK

IN THE VICINITY OF DESIGNATED EXISTING

BIO-HAZARDOUS AND LAB EXHAUST VENTS.

10. CONTRACTOR MUST TAKE CARE TO

PREVENT FUMES AND ODORS FROM

ENTERING THE BUILDING THROUGH

INTAKES AND OPENINGS. ANY WORK NEAR

INTAKES OR OPENINGS MAY NEED TO BE

PERFORMED OFF PEAK HOURS AND

SHOULD BE COORDINATED WITH THE

OWNER.

11. REMOVE ALL EXISTING WALKWAY PADS AS

REQUIRED FOR NEW CONSTRUCTION.

UPON COMPLETION OF ROOF

REPLACEMENT, INSTALL NEW WALKWAY

PADS IN THE SAME LOCATIONS TO MATCH

EXISTING.

EQUIPMENT/PIPE CURB

GOOSENECK VENT

EXHAUST VENT

ROOF DRAIN

PLUMBING VENT

ROOF DRAWING SYMBOLS

ITEMS ABOVE ROOF DECK

ITEMS ON ROOF DECK

LIGHTNING PROTECTION

SCUPPER/OVERFLOW DRAIN

SUPPLY/RETURN DUCTS

AREAS TREATED WITH FLUID

APPLIED RESTORATION

COATING. CLEAR DEBRIS &

CLEAN PRIOR TO INSTALL.

ROOF WALKWAY PADS

DRAINAGE CRICKET. SLOPE

AS NEEDED. TO MAINTAIN

POSITIVE SLOPE TO DRAIN.

EXISTING FALL PROTECTION

GUARDRAIL

LADDER W/ CAGE AND

CROSSOVER PLATFORM

LADDER W/ CAGE AND

CROSSOVER PLATFORM

(NO CAGE)

WINDOW CLEANING

ANCHORAGE POINT

LOCATION

ALTERNATE: SEE LS-1 AND

SPECIFICATIONS FOR MORE

INFO.

SPRINKLER SYSTEM; DRY PIPE

APPROXIMATE ROOF

ELEVATION

NEW FALL PROTECTION

GUARDRAIL

REVISION CLOUD

INDICATING ADDITION

REVISION CLOUD

INDICATING OMISSION

NEW SECONDARY SCUPPER PENETRATION

@ THIS LOCATION (1 OF 2). CONSTRUCT

SIMILAR TO THOSE FOUND ON ROOF 42.

NEW SECONDARY SCUPPER PENETRATION

@ THIS LOCATION (1 OF 2). CONSTRUCT

SIMILAR TO THOSE FOUND ON ROOF 42.

BID DOCUMENTS 04/01/2022

412.334.4091

AutoCAD SHX Text X

A-3

A-3 3 A-3

PHASE 3 PHASE 3

PHASE 2

44'-8"

'-8

ROOF 47

¹B

¹B'

¹9 ¹10 ¹11 ¹12

15' - 6"

EXIST. AIR

HANDLING UNIT

ROOF 48

31'-8"

'-0

ROOF 55

¹B'

¹C

¹1 ¹2 ¹3

15' - 6"

ROOF

ROOF 52

ROOF 53

ROOF 56

ROOF 58

ROOF 60

ROOF 61

ROOF 57

9 9

50'-0"

44'-8"

'-6

'-0

'-6

ROOF 40

¹L

¹M

¹N'

¹P

¹N

¹9 ¹10 ¹11 ¹12

59' - 10"

ABANDONED VENT

EXIST. 15" METAL

COPING ON 24"

PARAPET

1 1

ROOF 41

ROOF 43

ROOF 34

ROOF 35

ROOF

ROOF 30

ROOF 39

1 1

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

LOUIS A. JOHNSON VAMC

1 2 3 4 5 6 7 9

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

VA 540-07-103

VAMC CLARKSBURG

1 MED CENTER DRIVE CLARKSBURG, WV 26301

ARCHITECT/ENGINEERS:

U :\1

- V A

C la rk sb ur g

R e

R oo f -

_a og rz ew al la .rv t

BID DOCUMENTS

A-3

PHASE 2 & 3 ROOF PLANS ROOF REPLACEMENT

SCALE: 1/64" = 1'-0"

KEY PLAN TRUE

SCALE: 1/8" = 1'-0"2PHASE 3 ENLARGED ROOF PLAN - ROOF 47 & 48

SCALE: 1/8" = 1'-0"3PHASE 3 ENLARGED ROOF PLAN - ROOF 52, 53, 55, 56, 57, 58, 60 & 61

D18-023

SCALE: 1/8" = 1'-0"1PHASE 2 ENLARGED ROOF PLAN - ROOF 30, 31, 32, 33, 34, 35, 36, 37, 38, 39, 40, 41 & 43 N

JVE TJD04-01-2022

100% CONSTRUCTION DOCUMENTS 06/17/2019

100% DOCUMENT RESUBMISSION 01/31/2020

100% BID DOCUMENTS 04/18/2019

REVIEW 03/13/2019

75% SUBMITTAL 02/15/2019

PROGRESS 11/20/2018

GENERAL PLAN NOTESSPECIFIC PLAN NOTES #

EQUIPMENT/PIPE CURB

GOOSENECK VENT

EXHAUST VENT

ROOF DRAIN

PLUMBING VENT

ROOF DRAWING SYMBOLS

ITEMS ABOVE ROOF DECK

ITEMS ON ROOF DECK

LIGHTNING PROTECTION

SCUPPER/OVERFLOW DRAIN

SUPPLY/RETURN DUCTS

AREAS TREATED WITH FLUID

APPLIED RESTORATION

COATING. CLEAR DEBRIS &

CLEAN PRIOR TO INSTALL.

ROOF WALKWAY PADS

DRAINAGE CRICKET. SLOPE

AS NEEDED. TO MAINTAIN

POSITIVE SLOPE TO DRAIN.

EXISTING FALL PROTECTION

GUARDRAIL

LADDER W/ CAGE AND

CROSSOVER PLATFORM

LADDER W/ CAGE AND

CROSSOVER PLATFORM

(NO CAGE)

WINDOW CLEANING

ANCHORAGE POINT

LOCATION

ALTERNATE: SEE LS-1 AND

SPECIFICATIONS FOR MORE

INFO.

SPRINKLER SYSTEM; DRY PIPE

APPROXIMATE ROOF

ELEVATION

NEW FALL PROTECTION

GUARDRAIL

REVISION CLOUD

INDICATING ADDITION

REVISION CLOUD

INDICATING OMISSION

BID DOCUMENTS 04/01/2022

1. SEE GENERAL NOTES ON LS-1.

2. PROVIDE ROOF MANUFACTURER'S

STANDARD DETAILS WHERE MECHANICAL

AND ELECTRICAL EQUIPMENT AND ALL

PENETRATIONS OCCUR.

3. CUT OUT & REMOVE ALL EXISTING ROOF

SYSTEM TO DECK. INSTALL NEW ROOFING

AND INSULATION; 7-1/2" THICK FOR 30

R-VALUE MIN. INCREASE THICKNESS OF

INSULATION TO MEET 1/8" MIN. SLOPE TO

DRAINS AS REQUIRED. INSTALL NEW

COVERBOARD AND NEW ROOFING.

PROVIDE NEW FLASHING AT WALLS, ROOF

TOP UNITS, AND ROOF PENETRATIONS AS

REQUIRED.

4. REMOVE ALL UNUSED OR ABANDONED

ROOF CURBS, HATCHES, AND

PENETRATIONS ON ROOF SURFACES

WITHIN THE SCOPE OF WORK. RESTORE

ROOF DECK AND PROVIDE NEW

INSULATION & ROOFING SYSTEM.

5. PROVIDE A BREAK IN DOWNSPOUTS OVER

40 FEET LONG. PROVIDE A CONDUCTOR

HEAD AT START OF NEW RUN. ALL

DOWNSPOUTS SHALL TERMINATE WITH 60

DEGREE ELBOW MIN. AND SPLASHBLOCK.

6. CONTRACTOR IS RESPONSIBLE FOR

VERIFYING ALL DIMENSIONS AND

ELEVATIONS IN FIELD. ALL DIMENSIONS AND

ELEVATIONS INDICATED ON DRAWINGS ARE

APPROXIMATE.

7. CONTRACTOR IS RESPONSIBLE FOR

PROVIDING ALL ROOFING AND FLASHING

AROUND ALL EXISTING WALLS, ROOF

PENETRATIONS, AND ITEMS WHETHER

SHOWN OR NOT SHOWN.

8. ALL EXISTING LIGHTNING PROTECTION TO

BE REMOVED AND REPLACED WITH NEW

PROTECTION SYSTEM. SEE ELECTRICAL

DRAWINGS.

9. CONTRACTOR TO COORDINATE WITH COR

BEFORE PERFORMING ANY AND ALL WORK

IN THE VICINITY OF DESIGNATED EXISTING

BIO-HAZARDOUS AND LAB EXHAUST VENTS.

10. CONTRACTOR MUST TAKE CARE TO

PREVENT FUMES AND ODORS FROM

ENTERING THE BUILDING THROUGH

INTAKES AND OPENINGS. ANY WORK NEAR

INTAKES OR OPENINGS MAY NEED TO BE

PERFORMED OFF PEAK HOURS AND

SHOULD BE COORDINATED WITH THE

OWNER.

11. REMOVE ALL EXISTING WALKWAY PADS AS

REQUIRED FOR NEW CONSTRUCTION.

UPON COMPLETION OF ROOF

REPLACEMENT, INSTALL NEW WALKWAY

PADS IN THE SAME LOCATIONS TO MATCH

EXISTING.

NOTE: NOT ALL SPECIFIC PLAN NOTES APPEAR

ON EVERY SHEET. THIS LIST INCLUDES ALL

SPECIFIC PLAN NOTES FOR ALL DRAWINGS

ACROSS THE ENTIRE PROJECT. SEE "E" AND "M"

DRAWINGS FOR ADDITIONAL REQUIREMENTS.

1. CLEAN ROOF DRAIN AND PIPE. VIDEO PIPE

FOR CLEAR PASSAGE UNTIL STORM DRAIN

LATERALS BELOW GRADE.

2. EXISTING LADDER. MODIFY LOOSE END

LENGTH TO BE NO LESS THAN 8" ABOVE

ROOF.

3. REMOVE EXISTING ROOF DRAIN AND

REPLACE WITH NEW ROOF DRAIN.

MAXIMIZE DIAMETER OF NEW DRAINS AS

FIELD CONDITIONS ALLOW.

4. EXISTING ROOF HATCH TO BE REMOVED.

5. EXISTING CONCRETE PAD TO BE REMOVED.

6. CLEAN EXISTING DRAIN THROUGH

EXTERIOR WALL INTO BUILDING.

7. PROVIDE NEW ROOF SCUPPER PER DETAIL

UTILIZING EXISTING PARAPET

PENETRATION.

8. PROVIDE NEW ROOF SCUPPER OPENING

THROUGH NEW PARAPET PENETRATION

AND PROVIDE NEW SCUPPER PER DETAIL.

9. PROVIDE NEW SECONDARY SCUPPER

THROUGH EXISTING PARAPET

PENETRATION TO MATCH EXISTING.

ENSURE THAT NEW SECONDARY SCUPPER

PROJECTS AT LEAST 2" BEYOND FACE OF

BUILDING.

10. ROUTE DOWNSPOUT TO THIS LOCATION

AND DISCHARGE ON ROOF BELOW.

PROVIDE WALL BRACKETS 5'-0" O.C. MAX.

11. ROUTE DOWNSPOUT HORIZONTALLY AND

ENSURE A 1/4" PER FOOT SLOPE, MINIMUM.

12. DOWNSPOUT FROM ROOF 59 ENDS AT

ROOF LEVEL OF ROOF 61. EXTEND TO

GROUND.

13. REMOVE EXISTING PITCH POCKETS.

14. NEW METAL COPING REQUIRED.

15. COVER EXISTING STONE COPING WITH NEW

METAL COPING COVERS TO MATCH

EXISTING COPING COVERS ON SITE.

412.334.4091

AutoCAD SHX Text X

A-4

PHASE 4

30' - 6"

EXIST. SKYLIGHT

'-0

37'-5"1'-4"

ROOF 9

²15

²16

²17

²18

¹19 ¹20

AHU

EXIST. SQUARE DUCT

EXIST. VENT FANS

15' - 6"

EXIST.

CONDENSING UNIT

1 1

14'-8 3/4"

'-0

ROOF 8

18" STONE CAP

'-0

44'-0"

ROOF 17

¹B'

¹C

75' - 6"

EXIST. VENTILATOR UNIT

EXIST. 15" METAL COPING

ON 24" PARAPET

42'-8"15 '-4

ROOF 16

¹A

¹B

¹15 ¹16 ¹17 ¹18

60' - 6"

EXIST. 15" METAL COPING

1 1

14'-6"

'-3

9' -2

'-1

40'-8"

'-0

ROOF 11

¹D

¹E

¹F

¹G

²8

²11

²13

²E ²F ²J ²L

EXIST.

GOOSE

NECK

VENT

90' - 6"

EXIST. 15" STONE CAP

38'-8"

'-1

ROOF 7

ROOF HATCH

105' - 6"

18" STONE CAP ON 8" PARAPET

ROOF 10

ROOF 13

ROOF 12

ROOF 14

ROOF 15

1 1

15 15

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

LOUIS A. JOHNSON VAMC

1 2 3 4 5 6 7 9

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

VA 540-07-103

VAMC CLARKSBURG

1 MED CENTER DRIVE CLARKSBURG, WV 26301

ARCHITECT/ENGINEERS:

U :\1

- V A

C la rk sb ur g

R e

R oo f -

_a og rz ew al la .rv t

BID DOCUMENTS

A-4

PHASE 4 ROOF PLANS ROOF REPLACEMENT

SCALE: 1/64" = 1'-0"

KEY PLAN

TRUE

SCALE: 1/8" = 1'-0"1PHASE 4 ENLARGED ROOF PLAN - ROOF 7, 8, 9, 10, 11, 12, 13, 14, 15, 16, & 17 N

D18-023

JVE TJD04-01-2022

100% CONSTRUCTION DOCUMENTS 06/17/2019

100% DOCUMENT RESUBMISSION 01/31/2020

100% BID DOCUMENTS 04/18/2019

REVIEW 03/13/2019

75% SUBMITTAL 02/15/2019

PROGRESS 11/20/2018

GENERAL PLAN NOTESSPECIFIC PLAN NOTES #

NOTE: NOT ALL SPECIFIC PLAN NOTES APPEAR

ON EVERY SHEET. THIS LIST INCLUDES ALL

SPECIFIC PLAN NOTES FOR ALL DRAWINGS

ACROSS THE ENTIRE PROJECT.

1. CLEAN ROOF DRAIN AND PIPE. VIDEO PIPE

FOR CLEAR PASSAGE UNTIL STORM DRAIN

LATERALS BELOW GRADE.

2. EXISTING LADDER. MODIFY LOOSE END

LENGTH TO BE NO LESS THAN 8" ABOVE

ROOF.

3. REMOVE EXISTING ROOF DRAIN AND

REPLACE WITH NEW ROOF DRAIN.

MAXIMIZE DIAMETER OF NEW DRAINS AS

FIELD CONDITIONS ALLOW.

4. EXISTING ROOF HATCH TO BE REMOVED.

5. EXISTING CONCRETE PAD TO BE

REMOVED.

6. CLEAN EXISTING DRAIN THROUGH

EXTERIOR WALL INTO BUILDING.

7. PROVIDE NEW ROOF SCUPPER PER DETAIL

UTILIZING EXISTING PARAPET

PENETRATION.

8. PROVIDE NEW ROOF SCUPPER OPENING

THROUGH NEW PARAPET PENETRATION

AND PROVIDE NEW SCUPPER PER DETAIL.

9. PROVIDE NEW SECONDARY SCUPPER

THROUGH EXISTING PARAPET

PENETRATION TO MATCH EXISTING.

ENSURE THAT NEW SECONDARY SCUPPER

PROJECTS AT LEAST 2" BEYOND FACE OF

BUILDING.

10. ROUTE DOWNSPOUT TO THIS LOCATION

AND DISCHARGE ON ROOF BELOW.

PROVIDE WALL BRACKETS 5'-0" O.C. MAX.

11. ROUTE DOWNSPOUT HORIZONTALLY AND

ENSURE A 1/4" PER FOOT SLOPE, MINIMUM.

12. DOWNSPOUT FROM ROOF 59 ENDS AT

ROOF LEVEL OF ROOF 61. EXTEND TO

GROUND.

13. REMOVE EXISTING PITCH POCKETS.

14. NEW METAL COPING REQUIRED.

15. COVER EXISTING STONE COPING WITH

NEW METAL COPING COVERS TO MATCH

EXISTING COPING COVERS ON SITE.

EQUIPMENT/PIPE CURB

GOOSENECK VENT

EXHAUST VENT

ROOF DRAIN

PLUMBING VENT

ROOF DRAWING SYMBOLS

ITEMS ABOVE ROOF DECK

ITEMS ON ROOF DECK

LIGHTNING PROTECTION

SCUPPER/OVERFLOW DRAIN

SUPPLY/RETURN DUCTS

AREAS TREATED WITH FLUID

APPLIED RESTORATION

COATING. CLEAR DEBRIS &

CLEAN PRIOR TO INSTALL.

ROOF WALKWAY PADS

DRAINAGE CRICKET. SLOPE

AS NEEDED. TO MAINTAIN

POSITIVE SLOPE TO DRAIN.

EXISTING FALL PROTECTION

GUARDRAIL

LADDER W/ CAGE AND

CROSSOVER PLATFORM

LADDER W/ CAGE AND

CROSSOVER PLATFORM

(NO CAGE)

WINDOW CLEANING

ANCHORAGE POINT

LOCATION

ALTERNATE: SEE LS-1 AND

SPECIFICATIONS FOR MORE

INFO.

SPRINKLER SYSTEM; DRY PIPE

APPROXIMATE ROOF

ELEVATION

NEW FALL PROTECTION

GUARDRAIL

REVISION CLOUD

INDICATING ADDITION

REVISION CLOUD

INDICATING OMISSION

BID DOCUMENTS 04/01/2022

1. SEE GENERAL NOTES ON LS-1.

2. PROVIDE ROOF MANUFACTURER'S

STANDARD DETAILS WHERE MECHANICAL

AND ELECTRICAL EQUIPMENT AND ALL

PENETRATIONS OCCUR.

3. CUT OUT & REMOVE ALL EXISTING ROOF

SYSTEM TO DECK. INSTALL NEW ROOFING

AND INSULATION; 7-1/2" THICK FOR 30

R-VALUE MIN. INCREASE THICKNESS OF

INSULATION TO MEET 1/8" MIN. SLOPE TO

DRAINS AS REQUIRED. INSTALL NEW

COVERBOARD AND NEW ROOFING.

PROVIDE NEW FLASHING AT WALLS, ROOF

TOP UNITS, AND ROOF PENETRATIONS AS

REQUIRED.

4. REMOVE ALL UNUSED OR ABANDONED

ROOF CURBS, HATCHES, AND

PENETRATIONS ON ROOF SURFACES

WITHIN THE SCOPE OF WORK. RESTORE

ROOF DECK AND PROVIDE NEW

INSULATION & ROOFING SYSTEM.

5. PROVIDE A BREAK IN DOWNSPOUTS OVER

40 FEET LONG. PROVIDE A CONDUCTOR

HEAD AT START OF NEW RUN. ALL

DOWNSPOUTS SHALL TERMINATE WITH 60

DEGREE ELBOW MIN. AND SPLASHBLOCK.

6. CONTRACTOR IS RESPONSIBLE FOR

VERIFYING ALL DIMENSIONS AND

ELEVATIONS IN FIELD. ALL DIMENSIONS AND

ELEVATIONS INDICATED ON DRAWINGS ARE

APPROXIMATE.

7. CONTRACTOR IS RESPONSIBLE FOR

PROVIDING ALL ROOFING AND FLASHING

AROUND ALL EXISTING WALLS, ROOF

PENETRATIONS, AND ITEMS WHETHER

SHOWN OR NOT SHOWN.

8. ALL EXISTING LIGHTNING PROTECTION TO

BE REMOVED AND REPLACED WITH NEW

PROTECTION SYSTEM. SEE ELECTRICAL

DRAWINGS.

9. CONTRACTOR TO COORDINATE WITH COR

BEFORE PERFORMING ANY AND ALL WORK

IN THE VICINITY OF DESIGNATED EXISTING

BIO-HAZARDOUS AND LAB EXHAUST VENTS.

10. CONTRACTOR MUST TAKE CARE TO

PREVENT FUMES AND ODORS FROM

ENTERING THE BUILDING THROUGH

INTAKES AND OPENINGS. ANY WORK NEAR

INTAKES OR OPENINGS MAY NEED TO BE

PERFORMED OFF PEAK HOURS AND

SHOULD BE COORDINATED WITH THE

OWNER.

11. REMOVE ALL EXISTING WALKWAY PADS AS

REQUIRED FOR NEW CONSTRUCTION.

UPON COMPLETION OF ROOF

REPLACEMENT, INSTALL NEW WALKWAY

PADS IN THE SAME LOCATIONS TO MATCH

EXISTING.

412.334.4091

AutoCAD SHX Text X

A-5

PHASE 5

PHASE 6

125' - 3"

" ROOF 6

²6

²7

²8

²E ²F ²J ²L ²M ²N ²O

EXIST. CONDENSING UNIT

EXIST. UNIT VENTILATOR

EXIST. 30" ROOF PAVERS

REPLACE WITH NEW

PAVERS.

EXIST. VENTILATOR UNIT

30' - 6"

EXIST. 7' MEDICAL

VACUUMS

DISCHARGE

EXIST. STEAM VENT

EXIST. WALL VENTS

12" STONE CAP ON 4" PARAPET

EXIST. 7' MEDICAL

VACUUMS

DISCHARGE

42'-8"

'-0

ROOF 21

¹K

¹L

¹M

¹N'

¹K'

¹N

¹15 ¹16 ¹17 ¹18

EXIST. AHU

60' - 6"

EXIST. 15" METAL COPING

CLEAN AND

REMOVE DEBRIS

ROOF 23

ROOF 26

NEW AHU

ROOF 5

ROOF 4

ROOF 2

Drawing Title

Approved Project Director:

Project Title

Date

Location

Checked By:

Building Number

Project Number

Drawing Number

Drawn By:

Revisions: Date

LOUIS A. JOHNSON VAMC

1 2 3 4 5 6 7 9

97 8654321

OFFICE OF

FACILITIES

MANAGEMENT

VA Project Number

VA 540-07-103

VAMC CLARKSBURG

1 MED CENTER DRIVE CLARKSBURG, WV 26301

ARCHITECT/ENGINEERS:

U :\1

- V A

C la rk sb ur g

R e

R oo f -

_a og rz ew al la .rv t

BID DOCUMENTS

A-5

PHASE 5 & 6 ROOF PLANS ROOF REPLACEMENT

SCALE: 1/64" = 1'-0"

KEY PLAN TRUE

SCALE: 1/8" = 1'-0"2PHASE 6 ENLARGED ROOF PLAN - ROOF 6

D18-023

SCALE: 1/8" = 1'-0"1PHASE 5 ENLARGED ROOF PLAN - ROOF 21, 23 & 26N

SCALE: 1/8" = 1'-0"3PHASE 6 ENLARGED ROOF PLAN - ROOF 4 & 5

SCALE: 1/8" = 1'-0"4PHASE 6 ENLARGED ROOF PLAN - ROOF 2

JVE TJD04-01-2022

100% CONSTRUCTION DOCUMENTS 06/17/2019

100% DOCUMENT RESUBMISSION 01/31/2020

100% BID DOCUMENTS 04/18/2019

REVIEW 03/13/2019

75% SUBMITTAL 02/15/2019

PROGRESS 11/20/2018

GENERAL PLAN NOTESSPECIFIC PLAN NOTES #

EQUIPMENT/PIPE CURB

GOOSENECK VENT

EXHAUST VENT

ROOF DRAIN

PLUMBING VENT

ROOF DRAWING SYMBOLS

ITEMS ABOVE ROOF DECK

ITEMS ON ROOF DECK

LIGHTNING PROTECTION

SCUPPER/OVERFLOW DRAIN

SUPPLY/RETURN DUCTS

AREAS TREATED WITH FLUID

APPLIED RESTORATION

COATING. CLEAR DEBRIS &

CLEAN PRIOR TO INSTALL.

ROOF WALKWAY PADS

DRAINAGE CRICKET. SLOPE

AS NEEDED. TO MAINTAIN

POSITIVE SLOPE TO DRAIN.

EXISTING FALL PROTECTION

GUARDRAIL

LADDER W/ CAGE AND

CROSSOVER PLATFORM

LADDER W/ CAGE AND

CROSSOVER PLATFORM

(NO CAGE)

WINDOW CLEANING

ANCHORAGE POINT

LOCATION

ALTERNATE: SEE LS-1 AND

SPECIFICATIONS FOR MORE

INFO.

SPRINKLER SYSTEM; DRY PIPE

APPROXIMATE ROOF

ELEVATION

NEW FALL PROTECTION

GUARDRAIL

REVISION CLOUD

INDICATING ADDITION

REVISION CLOUD

INDICATING OMISSION

BID DOCUMENTS 04/01/2022

1. SEE GENERAL NOTES ON LS-1.

2. PROVIDE ROOF MANUFACTURER'S

STANDARD DETAILS WHERE MECHANICAL

AND ELECTRICAL EQUIPMENT AND ALL

PENETRATIONS OCCUR.

3. CUT OUT & REMOVE ALL EXISTING ROOF

SYSTEM TO DECK. INSTALL NEW ROOFING

AND INSULATION; 7-1/2" THICK FOR 30

R-VALUE MIN. INCREASE THICKNESS OF

INSULATION TO MEET 1/8" MIN. SLOPE TO

DRAINS AS REQUIRED. INSTALL NEW

COVERBOARD AND NEW ROOFING.

PROVIDE NEW FLASHING AT WALLS, ROOF

TOP UNITS, AND ROOF PENETRATIONS AS

REQUIRED.

4. REMOVE ALL UNUSED OR ABANDONED

ROOF CURBS, HATCHES, AND

PENETRATIONS ON ROOF SURFACES

WITHIN THE SCOPE OF WORK. RESTORE

ROOF DECK AND PROVIDE NEW

INSULATION & ROOFING SYSTEM.

5. PROVIDE A BREAK IN DOWNSPOUTS OVER

40 FEET LONG. PROVIDE A CONDUCTOR

HEAD AT START OF NEW RUN. ALL

DOWNSPOUTS SHALL TERMINATE WITH 60

DEGREE ELBOW MIN. AND SPLASHBLOCK.

6. CONTRACTOR IS RESPONSIBLE FOR

VERIFYING ALL DIMENSIONS AND

ELEVATIONS IN FIELD. ALL DIMENSIONS AND

ELEVATIONS INDICATED ON DRAWINGS ARE

APPROXIMATE.

7. CONTRACTOR IS RESPONSIBLE FOR

PROVIDING ALL ROOFING AND FLASHING

AROUND ALL EXISTING WALLS, ROOF

PENETRATIONS, AND ITEMS WHETHER

SHOWN OR NOT SHOWN.

8. ALL EXISTING LIGHTNING PROTECTION TO

BE REMOVED AND REPLACED WITH NEW

PROTECTION SYSTEM. SEE ELECTRICAL

DRAWINGS.

9. CONTRACTOR TO COORDINATE WITH COR

BEFORE PERFORMING ANY AND ALL WORK

IN THE VICINITY OF DESIGNATED EXISTING

BIO-HAZARDOUS AND LAB EXHAUST VENTS.

10. CONTRACTOR MUST TAKE CARE TO

PREVENT FUMES AND ODORS FROM

ENTERING THE BUILDING THROUGH

INTAKES AND OPENINGS. ANY WORK NEAR

INTAKES OR OPENINGS MAY NEED TO BE

PERFORMED OFF PEAK HOURS AND

SHOULD BE COORDINATED WITH THE

OWNER.

11. REMOVE ALL EXISTING WALKWAY PADS AS

REQUIRED FOR NEW CONSTRUCTION.

UPON COMPLETION OF ROOF

REPLACEMENT, INSTALL NEW WALKWAY

PADS IN THE SAME LOCATIONS TO MATCH

EXISTING.

NOTE: NOT ALL SPECIFIC PLAN NOTES APPEAR

ON EVERY SHEET. THIS LIST INCLUDES ALL

SPECIFIC PLAN NOTES FOR ALL DRAWINGS

ACROSS THE ENTIRE PROJECT. SEE "E" AND "M"

DRAWINGS FOR ADDITIONAL REQUIREMENTS.

1. CLEAN ROOF DRAIN AND PIPE. VIDEO PIPE

FOR CLEAR PASSAGE UNTIL STORM DRAIN

LATERALS BELOW GRADE.

2. EXISTING LADDER. MODIFY LOOSE END

LENGTH TO BE NO LESS THAN 8" ABOVE

ROOF.

3. REMOVE EXISTING ROOF DRAIN AND

REPLACE WITH NEW ROOF DRAIN.

MAXIMIZE DIAMETER OF NEW DRAINS AS

FIELD CONDITIONS ALLOW.

4. EXISTING ROOF HATCH TO BE REMOVED.

5. EXISTING CONCRETE PAD TO BE REMOVED.

6. CLEAN EXISTING DRAIN THROUGH

EXTERIOR WALL INTO BUILDING.

7. PROVIDE NEW ROOF SCUPPER PER DETAIL

UTILIZING EXISTING PARAPET

PENETRATION.

8. PROVIDE NEW ROOF SCUPPER OPENING

THROUGH NEW PARAPET PENETRATION

AND PROVIDE NEW SCUPPER PER DETAIL.

9. PROVIDE NEW SECONDARY SCUPPER

THROUGH EXISTING PARAPET

PENETRATION TO MATCH EXISTING.

ENSURE THAT NEW SECONDARY SCUPPER

PROJECTS AT LEAST 2" BEYOND FACE OF

BUILDING.

10. ROUTE DOWNSPOUT TO THIS LOCATION

AND DISCHARGE ON ROOF BELOW.

PROVIDE WALL BRACKETS 5'-0" O.C. MAX.

11. ROUTE DOWNSPOUT HORIZONTALLY AND

ENSURE A 1/4" PER FOOT SLOPE, MINIMUM.

12. DOWNSPOUT FROM ROOF 59 ENDS AT

ROOF LEVEL OF ROOF 61. EXTEND TO

GROUND.

13. REMOVE EXISTING PITCH POCKETS.

14. NEW METAL COPING REQUIRED.

15. COVER EXISTING STONE COPING WITH NEW

METAL COPING COVERS TO MATCH

EXISTING COPING COVERS ON SITE.

412.334.4091

AutoCAD SHX Text X

NOTES

1. PRIME ALL METAL SURFACES PRIOR TO CONTACT WITH ADHESIVES.

NEW OR REUSE AIR

TERMINAL

NEW CONDUCTOR

FLAT SURFACE BASE ADHERE TO

ROOF MEMBRANE WITH BITUMINOUS

URETHANE ADHESIVE

CABLE PLATE ADHESIVE ADHERE

TO ROOF MEMBRANE WITH

BITUMINOUS URETHANE ADHESIVE

NOTES

W = NOMINAL WIDTH OF PARAPET

MATCH CONDUCTOR HEAD PROFILE AND SIZE

FABRICATE AND INSTALL COMPONENTS IN ACCORDANCE WITH PROJECT SPECIFICATIONS AND SMACNA

REQUIREMENTS AND STANDARDS

DOWNSPOUT

CONDUCTOR HEAD

SCUPPER LINER

CANT

METAL FLANGE

ROOF DECK

SECURE CONDUIT/ PIPING WITH CLAMP

TO WOOD BLOCKING

WOOD BLOCKING SPACED EVERY 5 FEET

SPECIFIED INSULATION

MULTI-PLY MODIFIED

WALK PAD

PROTECTION

BITUMEN ROOFING

8' ' M

SEALANT TAPE

16 GA. MIN. FRAME

WOOD CURB

FASTENER 8'' O.C.

FASTENED 18'' O.C.

COUNTERFLASHING

BASE FLASHING

ADHERED

TWO-PLY STRIPPING

MULTI-PLY MODIFIED

SPECIFIED INSULATION

WOOD NAILER SECURED

TO DECK w/

FASTENERS, 2 ROWS

STAGGERED EACH ROW

24'' O.C.

WITH GASKETED

FASTENERS MINIMUM

TWO PER SIDE

NAIL WOOD CANT TO

BLOCKING, 2 ROWS

STAGGERED EACH

ROW 12'' O.C.

BITUMEN ROOFING

EXISTING ROOF

DECK

INSULATION FILLER

ADHESIVE

12'' AND 18'' PLY

IN SPECIFIED

SHEETS ADHERED

GRAVEL / DEBRIS

REMOVE EMBEDDED

SEAL EDGE WITH

REINFORCING MESH

EXTEND NEW

PREPARED AREA

ROOFING 12'' ONTO

ROOFING

ROOF DECK

NOTES

1. BEFORE NEXT DAYS WORK, REMOVE TEMPORARY TIE-IN

AND INSULATION FILLER BOARDS

NEW ROOFING

BOARD

AND ROOFING CEMENT

MINIMUM 18'' IF

NECESSARY

REUSE

THRESHOLD PLATE

ADHESIVE

TWO-PLY

STRIPPING

ADHERED

BASE FLASHING

WITH SPECIFIED

SPECIFIED INSULATION

NEW SURFACE MOUNTED

METAL COUNTERFLASHING

DOOR

ROOF DECK

NAIL WOOD CANT TO

BLOCKING, 2 ROWS

ROW 12'' O.C.

STAGGERED EACH

MULTI-PLY MODIFIED

BITUMEN ROOFING

WOOD NAILER SECURED TO

DECK WITH FASTENERS, 2 ROWS

STAGGERED EACH ROW 24'' O.C.

WOOD NAILER SECURED

MULTI-PLY MODIFIED

SPECIFIED INSULATION

ROOF DECK

TO DECK w/

FASTENERS, 2 ROWS

STAGGERED EACH

ROW 24'' O.C.

NAIL WOOD CANT TO

BLOCKING, 2 ROWS

STAGGERED EACH

ROW 12'' O.C.

' M

8' ' M

FASTENERS 8'' O.C.

ONE-PIECE

COUNTERFLASHING

GASKETED

NEOPRENE PAD

SET BOLT IN

ELASTOMERIC

SEALANT, CAULK

PERIMETER OF LEG

AND FASTENER

TWO-PLY

BASE FLASHING

FASTENERS 24'' O.C.

STRIPPING

BITUMEN ROOFING

UMBRELLA ATTACHED

SPECIFIED INSULATION

MULTI-PLY MODIFIED

TWO-PLY STRIPPING

ROOF DECK

CAULK w/ SPECIFIED

ELASTOMERIC SEALANT

w/ DRAWBAND

MASTIC SEAL AT

PERIMETER

NAIL FLANGE OF METAL

SLEEVE TO WOOD NAILER,

3'' ON CENTER STAGGERED

FLANGE SET IN MASTIC

OVER ROOFING, PRIME

COMPRESSIBLE

INSULATION

FLANGE BEFORE STRIPPING

BITUMEN ROOFING

SECONDARY FLASHING

ADHERED TO NEW ROOFING

NOTES

1. WHERE PENETRATIONS IN NEW ROOFING FOR PIPE STANDS OCCUR, DOUBLE

FLASHING SHALL BE USED. PRIMARY FLASHING SHALL ADHERE TO ROOF DECK OR

BLOCKING AND PIPE. SECONDARY FLASHING SHALL ADHERE TO NEW ROOFING AND

PIPE. ENSURE THAT SECONDARY FLASHING EXTENDS BEYOND PRIMARY FLASHING

ADHESION POINT ON PIPE.

STRUCTURAL FRAME

(PRIMED & PAINTED)

PIPE COLUMN (PRIMED

& PAINTED)

STRUCTURAL FRAME

(PRIMED & PAINTED)

CHAMFER EACH

SIDE OF WOOD

FASTENERS 8'' O.C.

SPECIFIED INSULATION

FLEXIBLE IMPERVIOUS

FASTEN 18'' O.C. w/

NEOPRENE GASKETED

MEMBRANE ADHERED TO

SEALANT

ROOF DECK

VAPOR RETARDER

RETARDER TO SERVE

AS INSULATION RETAINER

FLEXIBLE VAPOR

CURB TO DRAIN

BOTH SIDES

FASTENERS

COMPRESSIBLE

INSULATION

BASE FLASHING

TWO-PLY

NAIL WOOD CANT TO

BLOCKING, 2 ROWS

STAGGERED EACH

ROW 12'' O.C.

STRIPPING

SECTION A-A

45 ANGLE

TURN ENDS DOWN

MULTI-PLY MODIFIED

BITUMEN ROOFING

WOOD NAILER SECURED TO

DECK w/ FASTENERS 2 ROWS

STAGGERED EACH ROW 24'' O.C.

GALVANIZED STEEL

10'' TO 15'' FACE

8'' TO…

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