Drawings 529-26-102.pdf

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

7 8 9 10 engineering discipline <EDIT TEXT>:

321 4 5 6

S:

\F ac ilit ie s

M an ag em en t\P ro je ct a nd T ec h

Su pp or t\R ev it\

Fr e

St at io n\

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5:

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G001

COVER SHEET REPLACE FIRE STATION ROOF

BUTLER , PA

529-26-102

Hunter Lohr

10/2/2025 JLM HDL

1 {3D}

REPLACE FIRE STATION ROOF

PROJECT #529-26-102

BUTLER VAMCBUTLER VAMC

325 New Castle Rd.

Butler, PA 16001

Revisions: Date:

SHEET INDEX

Drawing Number Drawing Title

G001 COVER SHEET

G002 GENERAL NOTES AND LEGENDS

G003 GENERAL SITE LAYOUT

A101 ARCHITECTURAL - ROOF PLAN

A102 ARCHITECTURAL - ELEVATIONS

A103 ARCHITECTURAL - DETAILS

RD

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. BUILDING 48 SHALL REMAIN OCCUPIED. THE CONTRACTOR SHALL

BE RESPONSIBLE FOR ALL METHODS AND MEANS OF

CONSTRUCTION AND SHALL BE RESPONSIBLE FOR PROVIDING A

SAFE WORK ENVIRONMENT DURING THE CONSTRUCTION PERIOD.

EVERY EFFORT SHALL BE MADE BY THE CONTRACTOR TO

PROTECT THE OCCUPANTS, VISITORS AND CUSTOMERS FROM

THE HAZARDS OF CONSTRUCTION.

3. ALL MATERIALS SHALL BE INSTALLED IN ACCORDANCE WITH THE

MANUFACTURER'S WRITTEN INSTRUCTIONS AND

RECOMMENDATIONS.

4. THE CONTRACTOR IS RESPONSIBLE FOR ALL FIELD

MEASUREMENTS. THE GOVERNMENT WILL NOT BE HELD

RESPONSIBLE FOR BIDDING ERRORS MADE OR FOR THE FAILURE

TO ADEQUATELY INSPECT THE JOB SITE FOR EXISTING

CONDITIONS AND DIMENSIONS.

5. ALL WORK SHALL BE PERFORMED IN THE BEST AND MOST

PROFESSIONAL MANNER BY CONTRACTORS SKILLED IN THEIR

RESPECTIVE TRADES.

6. MATERIALS WHICH COULD BE A POTENTIAL SOURCE OF

STORMWATER POLLUTION, SUCH AS GASOLINE, DIESEL FUEL,

HYDRAULIC OIL, ETC., SHALL BE STORED AT THE END OF EACH

DAY IN A STORAGE TRAILER OR COVERED LOCATION, OR TAKEN

OFF-SITE AND PROPERLY DISPOSED OF. ALL TYPES OF WASTE

GENERATED AT THIS SITE SHALL BE DISPOSED OF IN A MANNER

CONSISTENT WITH STATE LAW AND/OR REGULATIONS.

7. THE CONTRACTOR SHALL SUBMIT ALL COMPONENT COLORS,

MODEL NUMBERS, SIZES, ETC. OF ALL BUILDING ELEMENTS TO

THE VA FOR APPROVAL BEFORE ORDERING MATERIALS.

8. THE CONTRACTOR SHALL VISIT THE SITE TO VERIFY FIELD

CONDITIONS, NO ADDITIONAL PAYMENT WILL BE MADE FOR

FAILURE TO ACCOUNT FOR OBSERVABLE CONDITIONS.

9. 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 VA WILL NOT BE RESPONSIBLE FOR LOST,

DAMAGED, OR STOLEN ITEMS.

10. 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.

11. 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.

12. THE CONTRACTOR SHALL BE RESPONSIBLE FOR REPLACING,

WITH MATCHING MATERIALS, ANY PAVEMENT, WALKS, CURBS,

ETC. THAT ARE DAMAGED DURING CONSTRUCTION.

13. 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.

14. 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.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR SITE SECURITY

AND JOB SAFETY AT ALL TIMES. CONSTRUCTION ACTIVITIES

SHALL BE IN ACCORDANCE WITH OSHA STANDARDS, STATE AND

LOCAL REQUIREMENTS, 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), AND THE NATIONAL FIRE

PROTECTION ASSOCIATION (NFPA).

16. 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.

17. REGULAR AND ADA ACCESS TO BUILDINGS 5 AND 46 SHALL BE

MAINTAINED AT ALL TIMES.

18. CONTRACTOR TO REVIEW AND LOCATE ALL DUMPSTER

LOCATIONS WITH VA COR PRIOR TO START OF WORK.

19. STOCK PILING OF NEW ROOFING MATERIALS ON EXISTING AND

NEW ROOF AREAS IS NOT PERMITTED.

20. ALL CONSTRUCTION SHALL BE IN ACCORDANCE WITH THE

APPROVED PLANS AND SPECIFICATIONS ISSUED BY THE VA. ANY

DEVIATIONS FROM THESE DOCUMENTS SHALL REQUIRE WRITTEN

NOTIFICATION TO THE COR PRIOR TO THE COMMENCEMENT OF

CONSTRUCTION OF ANY CHANGE. WITHOUT WRITTEN APPROVAL

FROM THE VA, THE CONTRACTOR WILL BE WORKING AT HIS/HER

OWN RISK. ANY WORK INSTALLED IN CONFLICT WITH THE

CONTRACT DRAWINGS, CODE REQUIREMENTS, OR

MANUFACTURER REQUIREMENTS WITHOUT THE PRIOR APPROVAL

OF THE VA SHALL BE CORRECTED AT THE CONTRACTORS

EXPENSE.

21. THE CONTRACTOR SHALL MAINTAIN RECORD DOCUMENTS OF

CONSTRUCTION CHANGES ("AS-BUILT DRAWINGS") AND SHALL

PROVIDE SAID DOCUMENTATION TO THE COR UPON COMPLETION

OF CONSTRUCTION IN DIGITAL FORMAT. RECORD DOCUMENTS

SHALL ARTICULATE WHERE ACTUAL INSTALLATION OF WORK,

PRODUCTS AND/OR SYSTEMS VARY FROM THE DESIGN INTENT

EXPRESSED/SPECIFIED IN THE CONSTRUCTION DOCUMENTS. **NO

EXCEPTION ALLOWED**

22. ALLOWABLE WORKING HOURS ARE FROM 8:00 AM TO 5:00 PM

MONDAY THRU FRIDAY AND NOT ON GOVERNMENT HOLIDAYS

UNLESS GIVEN WRITTEN PERMISSION FROM THE COR.

GENERAL DEMOLITION NOTES:

1. EXISTING MECHANICAL EQUIPMENT, VENTS, PIPING, CONDUIT,

EXHAUSTS, DUCTWORK SHALL EITHER BE LEFT IN PLACE OR

TEMPORARILY RELOCATED FOR WORK TO BE EXECUTED IN

ACCORDANCE WITH THE DETAILS PROVIDED. CONTRACTOR TO

COORDINATE ELECTRICAL AND MECHANICAL EQUIPMENT

REQUIRING TEMPORARY SHUTDOWN AND RE-START.

COORDINATE THOSE SHUTDOWNS WITH THE COR.

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 FLASHING, METAL FLASHING

AND OTHER MATERIALS ASSOCIATED WITH THE ROOF AND IN

ACCORDANCE WITH THE DETAILS. ALL MATERIALS TO BE

REMOVED AND NOT REPLACED OR RESET SHALL BECOME

PROPERTY OF THE CONTRACTOR.

3. 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.

4. VISUALLY INSPECT THE SURFACE WITH THE VA COR TO

DETERMINE AREAS OF THE EXISTING ROOF DECK OR SHEATHING

IN NEED OF REPAIR UNDER THE UNIT PRICE PROVIDED IN THE BID

PROPOSAL.

ASBESTOS AWARENESS NOTES:

1. ASBESTOS CONTAINING MATERIAL (ACM) MAY EXIST IN

NORMALLY INACCESSIBLE LOCATIONS SUCH AS WITHIN WALLS,

CEILINGS, CRAWL SPACES, PIPE CHASES, SHAFTS, TRENCHES, OR

OTHER LOCATIONS. THERE IS NO KNOWN ACM FOR THIS

PROJECT.

2. IF SUSPECT MATERIAL IS ENCOUNTERED DURING THE COURSE

OF THIS PROJECT, WORK IN THIS AREA SHALL STOP AND THE

CONTRACTOR SHALL IMMEDIATELY NOTIFY THE COR.

3. MATERIALS WHICH ARE COMPLETELY INACCESSIBLE UNDER

NORMAL CIRCUMSTANCES AND WHICH ARE IN RELATIVELY

INTACT CONDITION ARE UNLIKELY TO POSE A SIGNIFICANT

HEALTH HAZARD TO BUILDING OCCUPANTS, AND IF

UNDISTURBED, CAN REMAIN IN PLACE.

4. ANY SUSPECTED ACM WHICH IS ENCOUNTERED DURING

MAINTENANCE, RENOVATION OR DEMOLITION WORK SHOULD BE

ASSUMED TO BE ASBESTOS-CONTAINING AND BE TREATED

ACCORDINGLY.

LADDER CABLE TRAY

ROOF

DRAIN

VENT

PIPE

VENTILATION HOOD WITH CURB

ROOF LEGEND KEY

KEYED

NOTE

SNOW GUARDS

AREA BOUNDARY

RF/ELECTRICAL/COMMUNICATION CABLING

ANTENNA

ANTENNA BOX

GENERAL SYMBOLS ABBREVIATIONS

C C

X

X

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

CO

CARBON MONOXIDE, CERTIFICATE OF

OCCUPANCY, CLEANOUT, OR COMPANY

COL COLUMN

CONC CONCRETE

CONC FLR CONCRETE FLOOR

CONSTR CONSTRUCTION

CONTR CONTRACTOR

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

EX 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

GALV GALVANIC OR GALVANIZED

GRTG GRATING

GSB GYPSUM SHEATHING BOARD

GYP GYPSUM

GYP BD GYPSUM BOARD

HDR HEADER

HM HOLLOW METAL

HORIZ HORIZONTAL

HOSP HOSPITAL

HT HEIGHT

INSUL INSULATION

LF LINEAR FEET

MFG MANUFACTURER

OC ON CENTER

OFD OVERFLOW DRAIN

PRELIM PRELIMINARY

PT PAINT, PNEUMATIC TUBE, OR PRESSURE

PWR POWER

QTY QUANTITY

RCP REFLECTED CEILING PLAN

RD ROAD OR 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

SQ SQUARE

STD STANDARD

STL PL STEEL PLATE

STRUCT STRUCTURAL

STRUCT STL STRUCTURAL STEEL

SUSP CLG SUSPENDED CEILING

SYS SYSTEM

TO TOP OF ___

TOF TOP OF FOUNDATION

TYP TYPICAL

UG UNDER GROUND

W/ WITH

W/O WITHOUT

WD WOOD

WP WATERPROOF

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

7 8 9 10 engineering discipline <EDIT TEXT>:

321 4 5 6

S:

\F ac ilit ie s

M an ag em en t\P ro je ct a nd T ec h

Su pp or t\R ev it\

Fr e

St at io n\

.rv t

/3 /2

5:

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PM

G002

GENERAL NOTES AND LEGENDS REPLACE FIRE STATION ROOF

BUTLER , PA

529-26-102

Hunter Lohr

10/2/2025 JLM HDLRevisions: Date:

GENERAL NOTES

1 SEE G002 FOR GENERAL NOTES AND LEGENDS.

CONTRACTOR RESPONSIBLE FOR ALL MEANS AND METHODS,

MOVEMENT OF MATERIALS, SAFETY PRECAUTIONS, STORAGE, AND

MAINTENANCE OF EXITS FROM BUILDING.

3 MINIMUM ONE LANE MUST REMAIN OPEN AT ALL TIMES.

4 CONTRACTOR TO COORDINATE CLOSURES OF PARKING LOTS/SPACES

WITH CONTRACTING OFFICERS REPRESENTATIVE (COR).

5 REGULAR AND ADA ACCESS TO BUILDING 48 MUST BE MAINTAINED AT

ALL TIMES.

6 DO NOT SCALE DRAWINGS. FIELD VERIFY EXISTING CONDITIONS

PRIOR TO BIDDING.

N E

W

13'-11 1/8"

6'-11 9/16"

3'-8 7/8"

(TYP.)

13'-11 1/8"

6'-11 9/16"

3'-8 7/8"

(TYP.)SLOPE DOWN @ 2%

HO

SP

ITA

L

HOSPITAL ROAD

HO

SP

ITA

L

RO

AD

H

OS

PI

TA

L

RO

AD

HOSPITAL ROAD

SE

C

ON

D

ST

RE

ET

"A"

ST

REE

T

FIR

ST

ST

RE

ET

FIR

ST

ST

RE

ET

FIR

ST

ST

RE

ET

SE

CO

ND

S

TR

EE

T

SE

CO

ND

S

TR

EE

T

"B

ST

RE

"B"

STR

EET

FO

UR

TH

S

TR

EE

T

FI

RS

T S

TR

EE

T

HOSPITAL ROAD

HOSPITAL

ROA

D

HO

SP

ITA

LROAD

HO

SP

ITA

L

R

OA

D

SE

CO

ND

S

TR

EE

T

RO

AD

1.

A

(L

EA

SE

D)

ONLY

ONLY

DUFFY ROAD

TO

I-

EV

AN

S

CI

TY

W

C

A S

T L E

R

O A D

P

R

O U

T

VAN

W

13'-11 1/8"

6'-11 9/16"

3'-8 7/8"

(TYP.)

13'-11 1/8"

6'-11 9/16"

3'-8 7/8"

(TYP.)

SLOPE DOWN @ 2%

HO

SP

ITA

L

HOSPITAL ROAD

HO

SP

ITA

L

RO

AD

H

OS

PI

TA

L

RO

AD

HOSPITAL ROAD

SE

C

ON

D

ST

RE

"A"

ST

REE

T

FIR

ST

ST

RE

ET

FIR

ST

ST

RE

ET

FIR

ST

ST

RE

ET

SE

CO

ND

S

TR

EE

T

SE

CO

ND

S

TR

EE

T

"B

ST

RE

FO

UR

TH

S

TR

EE

T

FI

RS

T S

TR

EE

T

HOSPITAL ROAD

HOSPITAL

ROA

D

HO

SP

ITA

LROAD

HO

SP

ITA

L

R

OA

D

SE

CO

ND

S

TR

EE

T

RO

AD

1.

A

(L

EA

SE

D)

ONLY

ONLY

DUFFY ROAD

TO

I-

EV

AN

S

CI

TY

W

C

S

T L E

R

O A D

P

R

O U

T

VAN

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

7 8 9 10 engineering discipline <EDIT TEXT>:

321 4 5 6

S:

\F ac ilit ie s

M an ag em en t\P ro je ct a nd T ec h

Su pp or t\R ev it\

Fr e

St at io n\

.rv t

/3 /2

5:

:1

PM

G003

GENERAL SITE LAYOUT REPLACE FIRE STATION ROOF

BUTLER , PA

529-26-102

Hunter Lohr

10/2/2025 JLM HDLRevisions: Date:

1" = 200'-0"1 Campus

AREA OF WORK

STAGING

AREA

1" = 30'-0"2 Project Location

EPDM ROOF TO

BE REPLACED

(LOC)

STAGING

AREA

CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT

THE EXISTING STRUCTURE FROM WEATHER OR OTHER DAMAGE. ANY

DAMAGE SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

3 DO NOT SCALE DRAWINGS. FIELD VERIFY EXISTING CONDITIONS

PRIOR TO BIDDING.

4 CONTRACTOR RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS.

REMOVE EXISTING RUBBER ROOF AND ANY UNDERLAYMENT DOWN

TO EXISTING WOOD DECK. REMOVE AND REPLACE ANY ROOF

DECKING IN DISREPAIR. REMOVAL AND REPLACEMENT OF DECKING

BOARDS WILL BE BY APPROVAL OF THE COR.

6 INSTALL PIPE FLASHING AT EXISTING VENT PIPES PER DETAIL.

7 INSTALL NEW EPDM ROOF SYSTEM PER DETAIL.

A102

A102

A102

A102

1/2" / 1'-0"

1/ 2"

1'

-0

1/2" / 1'-0"

1/ 2"

1'

-0

36' - 8"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

7 8 9 10 engineering discipline <EDIT TEXT>:

321 4 5 6

S:

\F ac ilit ie s

M an ag em en t\P ro je ct a nd T ec h

Su pp or t\R ev it\

Fr e

St at io n\

.rv t

/3 /2

5:

:1

PM

A101

ARCHITECTURAL - ROOF PLAN REPLACE FIRE STATION ROOF

BUTLER , PA

529-26-102

Hunter Lohr

10/2/2025 JLM HDLRevisions: Date:

1/8" = 1'-0"1 02 EPDM ROOF

NEW SEAMLESS GUTTER,

ENTIRE PERIMETER

NEW EPDM

ROOF SYSTEM

EX ASPHALT SHINGLE

ROOF TO REMAIN

CONTRACTOR SHALL TAKE ALL MEASURES NECESSARY TO PROTECT

THE EXISTING STRUCTURE FROM WEATHER OR OTHER DAMAGE. ANY

DAMAGE SHALL BE REPLACED AT THE CONTRACTOR'S EXPENSE.

3 DO NOT SCALE DRAWINGS. FIELD VERIFY EXISTING CONDITIONS

PRIOR TO BIDDING.

4 CONTRACTOR RESPONSIBLE FOR VERIFYING ALL MEASUREMENTS.

REMOVE EXISTING RUBBER ROOF AND ANY UNDERLAYMENT DOWN

TO EXISTING WOOD DECK. REMOVE AND REPLACE ANY ROOF

DECKING IN DISREPAIR. REMOVAL AND REPLACEMENT OF DECKING

BOARDS WILL BE BY APPROVAL OF THE COR.

6 INSTALL PIPE FLASHING AT EXISTING VENT PIPES PER DETAIL.

7 INSTALL NEW EPDM ROOF SYSTEM PER DETAIL.

01 FIRST FLOOR

0' - 0"

A102

02 EPDM ROOF

16' - 7 1/2"

01 FIRST FLOOR

0' - 0"

02 EPDM ROOF

16' - 7 1/2"

4' - 0"

01 FIRST FLOOR

0' - 0"

A102

02 EPDM ROOF

16' - 7 1/2"

01 FIRST FLOOR

0' - 0"

02 EPDM ROOF

16' - 7 1/2"

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

7 8 9 10 engineering discipline <EDIT TEXT>:

321 4 5 6

S:

\F ac ilit ie s

M an ag em en t\P ro je ct a nd T ec h

Su pp or t\R ev it\

Fr e

St at io n\

.rv t

/3 /2

5:

:1

PM

A102

ARCHITECTURAL - ELEVATIONS REPLACE FIRE STATION ROOF

BUTLER , PA

529-26-102

Hunter Lohr

10/2/2025 JLM HDLRevisions: Date:

3/16" = 1'-0"1 EAST

3/16" = 1'-0"2 SOUTH

3/16" = 1'-0"3 WEST

3/16" = 1'-0"4 Section 1

SEE DETAIL SHT A103

EX INSULLATION,

REPLACE ANY

DAMAGED IN KIND

PROVIDE NEW

DOWNSPOUT

WITH TURN-OUT

PROVIDE NEW

DOWNSPOUT

TO UG PIPE

CONNECTOR

PROVIDE NEW

DOWNSPOUT

TO UG PIPE

CONNECTOR

PROVIDE NEW DOWNSPOUT

WITH TURN-OUT

PROVIDE NEW

DOWNSPOUT TO

CLEANOUT/UG PIPE

CONNECTOR

3/8" THK, High-density (1000 psi) Gypsum Board

SUBSTRATE

WALL

1/2" (13 mm) MIN.

GUTTER

(SEE NOTE #5 & #7)

ACCEPTABLE MFG. RECOMMENDED PRIMER

5" (127 mm) QUICKSEAM FLASHING

1/4" (6 mm) MAX.

1" (25 mm) MIN.

WOOD NAILER (SEE NOTE #6)

1-1/4" (32 mm) HOT DIPPED GALVANIZED ROOF NAILS AT 4" (102 mm) O.C. MAX. STAGGERED 1/2" (13 mm)

MIN. 1.5" FROM EDGE OF ROOF

CONTINUOUS BEAD

OF LAP SEALANT

(SEE NOTE #2)

.090" (2.28 mm) EPDM MEMBRANE

CONTINUOUS BEAD OF

LAP SEALANT (REQUIRED)

APPROPRIATE FASTENER

(SEE NOTE #5)

APPROPRIATE MFG. RECOMMENDED

MEMBRANE ADHESIVE

(ADHERED SYSTEMS)

9" (228 mm) QUICKSEAM

FORMFLASH

NOTE:

1. REFER TO SPECIFICATIONS FOR

ADDITIONAL INSTALLATION REQ'S.

2. LAP SEALANT IS REQUIRED ALONG

UPSLOPE EDGE OF QUICKSEAM

FLASHING WHEN ROOF SLOPE IS

1" (25 mm) PER FOOT OR GREATER.

REFER TO MFG. SPEC FOR SEAM

EDGE TREATMENT.

3. ROUND ALL METAL CORNERS AND

PLACE BACK OF GUTTER STRAP

1/4" (6 mm) BELOW TOP OF WOOD NAILER.

4. DO NOT PRE-NAIL MEMBRANE TO

THE FACE OF THE WOOD NAILER.

5. CONSTRUCT AND ANCHOR GUTTER

IN ACCORDANCE WITH SMACNA

RECOMMENDATIONS.

6. WOOD NAILER MUST BE INSTALLED

TO MEET APPLICABLE BUILDING CODES

OR 200 LB PER LINEAR FOOT MINIMUM

IN ANY GIVEN DIRECTION.

7. FLANGE OF METAL GUTTER MUST

BE FULLY SUPPORTED BY WOOD AND

TERMINATED AT LEAST 1/2" (13 mm)

FROM EDGE OF WOOD.

NOTES:

1. ROOF SLOPE 1/2" IN 12".

STAINLESS STEEL

DRAWBAND SET IN

ELASTOMERIC MASTIC

SEALANT

REMOVE EXISTING PIPE

FLASHING, CLEAN AND

PREPARE PIPE, INSTALL

PREFABRICATED SELF

ADHERED EPDM PIPE

FLASHING

8" M

IN

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

PIPE FLASHING DETAIL2

NTS

ROOF DETAIL NEW WORK1

Project Number

Building Number

Drawing Number

Project Title

Location

Issue Date Checked Drawn

Drawing Title

Approved:

VA FORM 08 - 6231

A

FULLY SPRINKLERED

Office of Construction and Facilities Management

U.S. Department of Veterans Affairs

B

C

D

E

F

A

B

C

D

E

F

21 4 5 6 7 8 9 10

PhaseDESIGNER OF RECORD A/E:

STAMPCONSULTANT

7 8 9 10 engineering discipline <EDIT TEXT>:

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A103

ARCHITECTURAL - DETAILS REPLACE FIRE STATION ROOF

BUTLER , PA

529-26-102

Hunter Lohr

10/2/2025 JLM HDLRevisions: Date: