26-99-3343SH PRJ_Roof Replacement_Drawings_61526_issued.pdf

TS

TI

TL

E

SH

EE

T

ROOF RECOVERY PROJECT

PAMUNKEY REGIONAL JAIL

RRMM ARCHITECTS, PC

ARCHITECTURE / PLANNING / INTERIORS

VICINITY MAP CONSULTANT OWNER LOCATION MAPSHEET INDEX

PROJECT TITLE

TS TITLE SHEET

ARCHITECTURAL

RP

A1.0 A1.1 A1.2 A1.3 A1.4 A2.0 A2.1 A2.2 A2.3 A2.4

OVERALL ROOF PLAN

PARTIAL ROOF PLAN

PARTIAL ROOF PLAN

PARTIAL ROOF PLAN

PARTIAL ROOF PLAN

PARTIAL TAPER PLAN

ROOF DETAILS

ROOF DETAILS

ROOF DETAILS

ROOF DETAILS

ROOF DETAILS

PAMUNKEY REGIONAL JAIL

7240 COURTLAND FARM ROAD

HANOVER, VIRGINIA 23069

1317 Executive Boulevard, Suite 200 Chesapeake, VA 23320

(757) 622-2828

2900 South Quincy Street, Suite 710 Arlington, VA 22206

(703) 998-0101

115 South 15th Street, Suite 202 Richmond, VA 23219

(804) 277-8987

28 Church Avenue SW Roanoke, VA 24011

(540) 344-1212

1 Research Court, Suite 450 Rockville, MD 20850

(240) 403-4101

HANOVER COUNTY

PAMUNKEY REGIONAL JAIL

7240 COURTLAND FARM ROAD

HANOVER, VA 23069

PHONE: (804) 365-6400

ROOF CONSULTING SERVICES, INC.

1660 MOUNTAIN ROAD

GLENN ALLEN, VA 23060

PHONE: (800) 637-7109

SPECIAL STATEMENT: HAZARDOUS MATERIAL

A. IN GENERAL THE PROJECT CONSISTS OF REPAIR / REPLACEMENT OF DAMAGED

EXISTING ROOFING, INSULATION AND DECKING SYSTEMS WHERE IDENTIFIED,

ALONG WITH RECOVER OF THE MAJORITY OF THE ROOFING SYSTEMS WITH A

NEW FLEECE BACK TPO MEMBRANE. TOTAL PROJECT AREA IS 96,000 SQ. FT. +/-

1. IN GENERAL THE WORK OF THIS PROJECT INCLUDES BUT IS NOT LIMITED TO

THE FOLLOWING ITEMS:

a. REMOVAL AND REPLACEMENT OF EXISTING WET

INSULATION/COMPROMISED ROOFING, IN-FILL WITH NEW INSULATION.

b. REMOVAL AND REPLACEMENT OF EXISTING EXPANSION JOINTS, FLASHINGS, METAL EDGES, AND ASSOCIATED TRIM.

c. REPAIR OF THE EXISTING MB SYSTEM WITH NEW MATERIALS.

d. PREPARATION OF THE EXISTING MB ROOF SYSTEM.

e. INSTALLATION OF NEW FB TPO MEMBRANE DIRECTLY ADHERED TO

EXISTING MB IN SPLATTER PATTERN OF ADHESIVE.

2. THE OWNER WILL OCCUPY THE SITE AND THE EXISTING BUILDING DURING THE

ENTIRE CONSTRUCTION PERIOD.

3. COOPERATE WITH THE OWNER DURING THE CONSTRUCTION PERIOD TO

MINIMIZE CONFLICTS AND FACILITATE OWNER USAGE. PERFORM THE WORK

SO AS TO NOT INTERFERE WITH THE OWNERS OPERATIONS.

4. ACCESS TO THE BUILDING INTERIOR WILL BE RESTRICTED AT ALL TIMES

DURING THE COURSE OF THE PROJECT.

B. MAINTAIN THE EXISTING BUILDING IN A WATERTIGHT CONDITION THROUGHOUT

THIS CONTRACT.

a. INTERIOR OF THE BUILDING TO BE KEPT FREE OF WATER ENTRY OF ANY

AMOUNT THROUGHOUT THE ENTIRE ROOF PROJECT.

b. THE ROOFING OVER EACH AREA SHALL BE PHASED SO AS TO HAVE NO

MORE ROOF AREA OPEN AND/OR UNDER CONSTRUCTION THAN CAN BE

MADE WATERTIGHT AT THE END OF EACH WORKDAY.

c.

THE CONTRACTOR IS RESPONSIBLE FOR THE FIELD VERIFICATION OF ALL

CONDITIONS AND MEASUREMENTS PRIOR TO EXECUTING.

SUMMARY OF WORK

SHEET

3/32"=1'-0"1/32"=1'-0" 1/16"=1'-0" 48'0 16' 32' 4'0 8' 16' 24'

1/4"=1'-0"1/8"=1'-0" 0 4' 16'8' 0 4' 8' 12'

3/8"=1'-0" 1/2"=1'-0" 6'0 2' 4' 0 3'1' 2' 4' 6"0 1'

6"=1'-0" 1.5'

3/4"=1'-0" 1"=1'-0" 3'2' 0 6" 1' 2' 3"0 6" 1'9"

1 1/2"=1'-0" 3"=1'-0" 0 3" 6" 9" 1' 1"0 2" 6"4"3" 5"

12"=1'-0" 2"0 1" 3" 0 1" 1.5"

ARCHITECTS,PC

RRMM

PR

OJ

EC

T

DA

TE

DE

SI

GN

ED

DR

AW

N

CH

EC

KE

D

M

AR

K

RE

VI

SI

ON

S

DA

TE

BY

DE

SC

RI

PT

IO

N

SHEET

PR

OJ

EC

T

DR

AW

IN

G

115 South Street, Suite 202 Richmond, Virginia 23219

(804)277-8987

1-0

KJ

G

BM

J

BM

J

/1

5/

PA

M U

N

KE

Y R

EG

IO

N

AL

J

AI

L

C

OU

RT

LA

ND

F

AR

M

RO

AD

HA

NO

VE

R, V

IR

GI

NI

A

HA

NO

VE

R

CO

UN

TY

TH

E

PA

MU

NK

EY

R

EG

IO

NA

L J

AI

L A

UT

HO

RI

TY

FI

LE

N

AM

E:

Z

:\D W

G S\

R R

M M

\P am un ke y R eg io na l J ai l\0

- T itl e

Sh ee t.d w g L

AY

O

U T

N

AM

E:

T

S P

LO

TT

ED

: M on da y, J un e

, 2

- 1 2:

pm

1 2 3 4 5

A

B

C

D

E

1 2 3 4 5

A

B

C

D

E

RE

CO

RD

D

RA

W

IN

GS

RO

OF

C

ON

SU

LT

IN

G

SE

RV

IC

ES

, IN

C

P.

O.

B

OX

RI

CH

MO

ND

, V

IR

GI

NI

A

(8

) 5

-0

* S

UR

VE

YS

SP

EC

IF

IC

AT

IO

NS

IN

SP

EC

TI

ON

S

7240 COURTLAND FARM ROAD

HANOVER, VA 23069

HANOVER COURTHOUSE ROAD

COURTL

AND FA

RM ROAD

7240 COURTLAND FARM ROAD

HANOVER, VA 23069

ASBESTOS TESTING WAS PERFORMED AND NO ASBESTOS CONTAINING MATERIALS

HAVE BEEN IDENTIFIED IN THE EXISTING BUILT-UP ROOFING. ASBESTOS

CONTAINING MATERIALS ARE NOT ANTICIPATED IN THE REMAINING ROOF SYSTEMS.

HOWEVER, ASBESTOS CONTAINING MATERIALS MAY BE PRESENT IN OTHER AREAS

OF THE BUILDING WHERE WORK IS BEING PERFORMED. THE CONTRACTOR IS

RESPONSIBLE TO ENSURE THAT ANY ASBESTOS CONTAINING MATERIALS ARE NOT

DISTURBED OR DAMAGED, AND WILL BE RESPONSIBLE FOR ALL COSTS

ASSOCIATED WITH CLEAN-UP AND CLEARANCE OF THE BUILDING DUE TO

DISTURBANCE OR DAMAGE TO ASBESTOS-CONTAINING MATERIALS NOT INCLUDED

IN THE SCOPE OF WORK.

LUNENBURG

PRINCE EDWARD

NOTTOWAY

DINWIDDIE

AMELIA

CHESTERFIELD

CU

MBE

RL

AN

D

FLUVANNA

LOUISA

GOOCHLAND

POWHATAN

HENRICO

HANOVER KING WILLIAM

KING & QUEEN

ESSEX

RICHMOND

CAROLINE

WESTMORELAND

LANCASTERMIDDLESEX

NORTHUMBERLAND

85 95

N

BUILDING CODE SUPPORTING DATA

PROJECT DESCRIPTION

A. APPLICABLE CODES

1. BUILDING CODES: 2021 VIRGINIA UNIFORM STATEWIDE BUILDING CODE

PART 1, CONSTRUCTION (VIRGINIA CONSTRUCTION CODE)

2021 VIRGINIA EXISTING BUILDING CODE: ALTERATION LEVEL 1 (PER VEBC 601.2.1 AND 602)

INCLUDING BY REFERENCE:

2021 VIRGINIA CONSTRUCTION CODE

2021 VIRGINIA MECHANICAL CODE

2021 VIRGINIA PLUMBING CODE

2021 NFPA 70 NATIONAL ELECTRIC CODE

B. GROSS BUILDING AREAS -EXISTING TO REMAIN (UNCHANGED)

FIRST FLOOR LEVEL: 94,010 SF

SECOND FLOOR LEVEL: 32,746 SF

TOTAL: 126,756 SF / EXISTING TO REMAIN (UNCHANGED)

C. BUILDING OCCUPANCY

PER VCC 302.1 BUILDING USE CLASSIFICATION: INSTITUTIONAL, I-3,

CONDITION IV / EXISTING TO REMAIN (UNCHANGED)

D. CONSTRUCTION TYPE

PER VCC 602.2 CONSTRUCTION TYPE: TYPE IB / EXISTING TO REMAIN (UNCHANGED)

E. FIRE PROTECTION SYSTEMS EXISTING TO REMAIN (UNCHANGED)

G. BUILDING HEIGHT

1. BUILDING HEIGHT: 34' / EXISTING TO REMAIN (UNCHANGED)

2. NUMBER OF STORIES: 2 / EXISTING TO REMAIN (UNCHANGED)

H. FIRE RESISTANCE RATING REQUIREMENTS

PER VCC TABLE 601 EXISTING TO REMAIN (UNCHANGED)

I. ADDITIONAL RATING REQUIREMENTS - FIRE RATING EXISTING TO REMAIN (UNCHANGED)

J. TOTAL BUILDING OCCUPANCY EXISTING TO REMAIN (UNCHANGED)

GENERAL PROJECT NOTES

1. CONTRACTOR SHALL SECURE ALL NECESSARY PERMITS FROM GOVERNMENTAL BODIES,

INSPECTIONS, TESTS AND REPORTS THAT MAY BE REQUIRED FOR THIS WORK.

2. CONTRACTOR IS RESPONSIBLE FOR COORDINATION BETWEEN ALL CONSTRUCTION TRADES

TO ENSURE PROPER INSTALLATION AND CONFORMANCE OF ALL SPECIFIED WORK.

3. THE WORD 'PROVIDE' SHALL MEAN TO THE CONTRACTOR IS REQUIRED TO SUPPLY,

FURNISH, AND INSTALL ALL INDICATED WORK IN IT'S ENTIREY, AND SHALL INCLUDE ALL

COST PROVISIONS FOR RELATED EQUIPMENT, MATERIALS, DELVIERIES, SHOP DRAWINGS

AND PRODUCT SUBMITTALS, ALONG WITH ASSOCIATED DEMOLITION AND NEW WORK,

SPECIFIED PARTS, ACCESSORIES AND OTHER MANAGEMENT AND SUPPORT SERVICES TO

THE EXTENT REQUIRED FOR OVERALL COMPLETENESS AND READY FOR ITS INTENDED USE.

4. THE CONTRACTOR SHALL PROVIDE ALL WORK INDICATED IN THE CONTRACT DRAWINGS,

SPECIFICATIONS AND SUBSEQUENT ADDENDA(S).

5. THE CONTRACTOR SHALL MAINTAIN AT LEAST (2) SETS OF CONTRACT DRAWINGS,

SPECIFICATIONS AND SUBSEQUENT ADDENDA(S) ON THE PROJECT SITE AT ALL TIMES.

6. INSTALLATION & RE-INSTALLATION OF ALL EQUIPMENT, BUILDING COMPONENTS AND

TRADES SHALL BE IN CONFORMANCE WITH ALL APPLICABLE FEDERAL, STATE, AND LOCAL

BUILDING CODES & OSHA REGULATION REQUIREMENTS.

7. DO NOT SCALE DRAWINGS. CONTRACTOR IS RESPONSIBLE TO FIELD VERIFY ALL EXISTING

DIMENSIONS AND CONDITIONS PRIOR TO SUBMITTING THEIR BID PROPOSAL AND STARTING

WORK, TO ENSURE ALL AS-BUILT CONDITIONS ARE TAKEN INTO CONSIDERATION AND

PROVISIONS FOR ALL SPECIFIED WORK IS INCLUDED IN THEIR BID PROPOSAL.

8. UNLESS OTHERWISE INDICATED, ALL OVERALL DIMENSIONS SHOWN ARE BASED ON

EXPOSED FACE OF OF EXISTING WALLS & ROOF CONSTRUCTION ELEMENTS.

9. UNLESS OTHERWISE INDICATED, EACH NOTE, DETAIL, SECTION, AND/OR FEATURE SHOWN

FOR ONE CONDITION SHALL APPLY TO ALL SIMILAR CONDITIONS. WHERE A NOTE, DETAIL,

SECTION, AND/OR FEATURE IS NOT INDICATED, THE INTENT IS THAT WORK SHALL BE

PERFORMED IN ACCORDANCE WITH SIMILAR NOTES, DETAILS, SECTIONS INDICATED.

10. THE CONTRACTOR SHALL PREPARE AND MAINTAIN TWO (2) SETS OF HARD COPY 'AS-BUILT'

DRAWINGS ON SITE, INDICATING REVISIONS TO THE FINAL WORK. THE AS-BUILT DRAWINGS

WILL BE PROVIDED TO THE OWNER AT THE COMPLETION OF THE PROJECT AND PRIOR TO

FINAL PAYMENT.

11. THE CONTRACTOR AT ALL TIMES SHALL KEEP THE PREMISES FREE FROM ACCUMULATION

OF WASTE MATERIALS OR RUBBISH CAUSED BY THE CONTRACTORS OPERATIONS. AT THE

COMPLETION OF THE WORK, THE CONTRACTOR SHALL REMOVE ALL SUCH WASTE

MATERIAL AND RUBBISH FROM AND ABOUT THE PROJECT AS WELL AS THE CONTRACTORS

TOOLS, CONSTRUCTION EQUIPMENT, MACHINERY, AND SURPLUS MATERIALS.

12. PLUMBING EQUIPMENT: CONTRACTOR TO ENSURE RE-INSTALLATION OF EXISTING

EQUIPMENT IS IN CONFORMANCE WITH CONTRACT DOCUMENTS AND APPLICABLE CODES.

13. ELECTRICAL EQUIPMENT: CONTRACTOR TO ENSURE RE-INSTALLATION OF EXISTING

EQUIPMENT IS IN CONFORMANCE WITH CONTRACT DOCUMENTS AND APPLICABLE CODES.

14. MECHANICAL EQUIPMENT: CONTRACTOR TO ENSURE RE-INSTALLATION OF EXISTING

EQUIPMENT IS IN CONFORMANCE WITH CONTRACT DOCUMENTS AND APPLICABLE CODES.

OVERALL REFERENCE SITE / BUILDING ROOF PLAN

BID SET: 6.15.26

ASBESTOS TESTING WAS PERFORMED WITH SAMPLES COLLECTED BY

RCS (ROOF CONSULTING SERVICES) AND THE SAMPLE TESTING WAS

PREFORMED BY AmeriSci. NO ASBESTOS CONTAINING MATERIALS HAVE

BEEN IDENTIFIED IN THE EXISTING BUILT-UP ROOFING SYSTEM AT THE

TEST SAMPLE LOCATIONS THAT WERE COLLECTED. ASBESTOS

CONTAINING MATERIALS ARE NOT ANTICIPATED IN THE REMAINING

ROOF SYSTEMS. HOWEVER, ASBESTOS CONTAINING MATERIALS MAY

BE PRESENT IN OTHER AREAS OF THE BUILDING WHERE WORK IS

BEING PERFORMED. THE CONTRACTOR IS RESPONSIBLE TO ENSURE

THAT ANY ASBESTOS CONTAINING MATERIALS ARE NOT DISTURBED

OR DAMAGED, AND WILL BE RESPONSIBLE FOR ALL COSTS

ASSOCIATED WITH CLEAN-UP AND CLEARANCE OF THE BUILDING DUE

TO DISTURBANCE OR DAMAGE TO ASBESTOS-CONTAINING MATERIALS

NOT INCLUDED IN THE SCOPE OF WORK.

REFER TO SPECIFICATION SECTION 003119 – EXISTING CONDITIONS

INFORMATION, FOR ADDITIONAL INFORMATION.

SCALE:

RP NONE

OVERALL ROOF PLAN

V

V

V

V

V

HP

HP

HP HP

HP

HP

HP

HP

HP

HP

HP

V V

MV

MV

CH

CH

CH

DS DS V

V

V

V

V

V

V

V

CH

SL

V

V

V

V

V

V

V

V

V

V

V

CH

SLSL

V

V

V

V

V

SL

SL

SL

SL

V

V

SLSL

V

CC

V

V

V V

SL

SL

V

V V

V

V

SL SL

SL SL

CH

V

SL

SL

SL SL

SL SL

V

V

V

V

V

V

CH

V

SMOKEHATCH

V

V

V V

V

V

V V

V V V

SMOKE

HATCH

GENERAL PROJECT NOTES THIS SHEET

1. THIS DRAWING IS PROVIDED FOR GENERAL REFERENCE OF THE

OVERALL EXISTING BUILDING PLAN LAYOUT AND CONFIGURATION.

2. REFER TO ALL CONTRACT DRAWINGS, SPECIFICATIONS AND

SUBSEQUENT ADDENDA(S) FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

RP

O

VE

R

AL

L R

O O

F

PL

AN

3/32"=1'-0"1/32"=1'-0" 1/16"=1'-0" 48'0 16' 32' 4'0 8' 16' 24'

1/4"=1'-0"1/8"=1'-0" 0 4' 16'8' 0 4' 8' 12'

3/8"=1'-0" 1/2"=1'-0" 6'0 2' 4' 0 3'1' 2' 4' 6"0 1'

6"=1'-0" 1.5'

3/4"=1'-0" 1"=1'-0" 3'2' 0 6" 1' 2' 3"0 6" 1'9"

1 1/2"=1'-0" 3"=1'-0" 0 3" 6" 9" 1' 1"0 2" 6"4"3" 5"

12"=1'-0" 2"0 1" 3" 0 1" 1.5"

ARCHITECTS,PC

RRMM

PR

OJ

EC

T

DA

TE

DE

SI

GN

ED

DR

AW

N

CH

EC

KE

D

M

AR

K

RE

VI

SI

ON

S

DA

TE

BY

DE

SC

RI

PT

IO

N

SHEET

PR

OJ

EC

T

DR

AW

IN

G

115 South Street, Suite 202 Richmond, Virginia 23219

(804)277-8987

1-0

KJ

G

BM

J

BM

J

/1

5/

PA

M U

N

KE

Y R

EG

IO

N

AL

J

AI

L

C

OU

RT

LA

ND

F

AR

M

RO

AD

HA

NO

VE

R, V

IR

GI

NI

A

HA

NO

VE

R

CO

UN

TY

TH

E

PA

MU

NK

EY

R

EG

IO

NA

L J

AI

L A

UT

HO

RI

TY

FI

LE

N

AM

E:

Z

:\D W

G S\

R R

M M

\P am un ke y R eg io na l J ai l\0

- R oo f P la ns

.d w g L

AY

O

U T

N

AM

E:

R

P P

LO

TT

ED

: M on da y, J un e

, 2

- 1 2:

pm

1 2 3 4 5

A

B

C

D

E

1 2 3 4 5

A

B

C

D

E

RE

CO

RD

D

RA

W

IN

GS

RO

OF

C

ON

SU

LT

IN

G

SE

RV

IC

ES

, IN

C

P.

O.

B

OX

RI

CH

MO

ND

, V

IR

GI

NI

A

(8

) 5

-0

* S

UR

VE

YS

SP

EC

IF

IC

AT

IO

NS

IN

SP

EC

TI

ON

S

BUILDING 1 - ROOF AREA A

21,968 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA E

5,021 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA C

16,389 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA H

2,809 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA D

2,841 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA F

1,036 SQ. FT. +/-

GALVANIZED METAL DECK

BUILDING 1 - ROOF AREA J

905 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA P

7,361 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA S

3,189 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA T

649 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA Q

2,117 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA O

6,727 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA N

2,437 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA G

456 SQ. FT. +/-

GALVANIZED METAL DECK - N.I.C.

BUILDING 1 - ROOF AREA M

6,728 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA K

7,338 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA L

2,117 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA R

672 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA I

4,304 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA B

580 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

AREA - N.I.C. AREA

N.I.C.

A1.0 3/32" = 1'-0"

PARTIAL ROOF RECOVERY PLAN

V

V

V

V

V

HP

HP

HP HP

HP

HP

HP

HP

HP

HP

HP

V V

MV

MV

CH

CH

CH

AB-4

AB-1

AB-2

AB-3

AB-13

AB-15

KEY PLAN - NOT TO SCALE

SYMBOL LEGEND

NOTE: PENETRATIONS ARE APPROXIMATE IN SIZE AND

LOCATION TO BE USED AS REFERENCE POINTS ONLY

DS DOWNSPOUT

EXHAUST UNIT

HOT PIPEHP

MV MOISTURE RELIEF VENT

OVERFLOW SCUPPER

PITCH POCKET

PLUMBING VENT

ROOF DRAIN

SCUPPER W/ CONDUCTOR HEAD & DS

SL SKYLIGHT

WOOD SLEEPER

SMOKE

HATCH

SMOKE HATCH

V SQUARE CURB TO ROUND VENT

V SQUARE VENT

VENTV

ACCESS LADDER

AHU AHU ON SUPPORT

CONDENSER UNIT

CAPPED CURBCC

CONDUIT CHASECH

PITCH POCKET

DETAIL LOCATION

DETAIL NUMBER##

A#.#

X PLAN NOTE

SAFETY GUARDRAIL

WALK PAD

ASBESTOS TESTING LOCATIONAB#

WET INSULATION

PLAN NOTES

REMOVE ALL WET INSULATION DOWN TO THE EXISTING

STRUCTURAL CONCRETE DECK AND REPLACE WITH NEW

TO MATCH EXISTING TYPE AND THICKNESS. SEE PROJECT

SPECIFICATIONS FOR REQUIRED MATERIALS.

PROVIDE OSHA APPROVED BALLASTED SAFETY RAIL AT

MECHANICAL EQUIPMENT IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS

PROVIDE NEW MANUFACTURER'S APPROVED WALK PADS

AROUND ALL SIDES OF SERVICEABLE EQUIPMENT, AT

DOOR ACCESS AND AT ALL LADDERS IN ACCORDANCE

WITH THE PROJECT SPECIFICATIONS

CLEAN, PRIME AND PAINT RUSTED EQUIPMENT WITH RUST

INHIBITIVE PAINT

REMOVE AND DISCARD EXISTING MOISTURE RELIEF VENT

RAISE EXISTING SCUPPER AS REQUIRED SO BOTTOM OF

SCUPPER OPENING IS 2" MAXIMUM ABOVE THE FINISHED

ROOF MEMBRANE. SAWCUT / REPAIR / REPLACE EXISTING

AJOINING MASONRY & FLASHING SYSTEMS TO THE EXTENT

REQUIRED TO ACCOMPLISH NECESSARY ADJUSTMENT TO

SCUPPER OPENING AT 2" MAXIMUM HEIGHT

ALTERNATE DETAIL; REMOVE SKYLIGHT LENS AND CAP

OVER PER DETAIL 08/A2.1

REMOVE EXHAUST VENT PER DIRECTION OF OWNER AND

INSTALL NEW ROOF SYSTEM AS SPECIFIED

GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR DISCONNECTION AND

RECONNECTION OF ALL ELECTRICAL AND MECHANICAL WORK

AS REQUIRED TO RAISE CURBS/EQUIPMENT. ALL WORK TO BE

PERFORMED BY A QUALIFIED ELECTRICAL/ MECHANICAL

CONTRACTOR

2. PROVIDE NEW TAPERED POLYISOCYANURATE INSULATION

CRICKETS AT TWICE THE STRUCTURAL SLOPE BEHIND ALL

CURBS 24" OR GREATER IN WIDTH

3. PROVIDE SPLASH BLOCKS SET ON PROTECTIVE MEMBRANE

UNDER ALL DOWNSPOUTS FROM HIGHER ROOFING ELEVATION

4. ALL EXISTING DRAINAGE PROVISIONS TO REMAIN ARE TO BE

FLOW TESTED AND CLEARED OF ALL EXISTING DEBRIS

5. REFER TO ALL DRAWINGS AND SPECIFICATIONS FOR

ADDITIONAL INFORMATION AND REQUIREMENTS

GENERAL PROJECT NOTES THIS SHEET

1. THIS DRAWING IS AN ENLARGED ROOF PLAN, AND NOT INDICATIVE OF

THE OVERALL EXISTING BUILDING PLAN LAYOUT AND CONFIGURATION.

2. REFER TO ALL CONTRACT DRAWINGS, SPECIFICATIONS AND

SUBSEQUENT ADDENDA(S) FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

A1.0

PA

R

TI

AL

R O

O F

R

EC

O

VE

R Y

PL

AN

3/32"=1'-0"1/32"=1'-0" 1/16"=1'-0" 48'0 16' 32' 4'0 8' 16' 24'

1/4"=1'-0"1/8"=1'-0" 0 4' 16'8' 0 4' 8' 12'

3/8"=1'-0" 1/2"=1'-0" 6'0 2' 4' 0 3'1' 2' 4' 6"0 1'

6"=1'-0" 1.5'

3/4"=1'-0" 1"=1'-0" 3'2' 0 6" 1' 2' 3"0 6" 1'9"

1 1/2"=1'-0" 3"=1'-0" 0 3" 6" 9" 1' 1"0 2" 6"4"3" 5"

12"=1'-0" 2"0 1" 3" 0 1" 1.5"

ARCHITECTS,PC

RRMM

PR

OJ

EC

T

DA

TE

DE

SI

GN

ED

DR

AW

N

CH

EC

KE

D

M

AR

K

RE

VI

SI

ON

S

DA

TE

BY

DE

SC

RI

PT

IO

N

SHEET

PR

OJ

EC

T

DR

AW

IN

G

115 South Street, Suite 202 Richmond, Virginia 23219

(804)277-8987

1-0

KJ

G

BM

J

BM

J

/1

5/

PA

M U

N

KE

Y R

EG

IO

N

AL

J

AI

L

C

OU

RT

LA

ND

F

AR

M

RO

AD

HA

NO

VE

R, V

IR

GI

NI

A

HA

NO

VE

R

CO

UN

TY

TH

E

PA

MU

NK

EY

R

EG

IO

NA

L J

AI

L A

UT

HO

RI

TY

FI

LE

N

AM

E:

Z

:\D W

G S\

R R

M M

\P am un ke y R eg io na l J ai l\0

- R oo f P la ns

.d w g L

AY

O

U T

N

AM

E:

A

1.

P

LO

TT

ED

: M on da y, J un e

, 2

- 1

2:

pm

1 2 3 4 5

A

B

C

D

E

1 2 3 4 5

A

B

C

D

E

RE

CO

RD

D

RA

W

IN

GS

RO

OF

C

ON

SU

LT

IN

G

SE

RV

IC

ES

, IN

C

P.

O.

B

OX

RI

CH

MO

ND

, V

IR

GI

NI

A

(8

) 5

-0

* S

UR

VE

YS

SP

EC

IF

IC

AT

IO

NS

IN

SP

EC

TI

ON

S

BUILDING 1 - ROOF AREA A

21,968 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

'-1

1"

40' +/-

'-1

0"

74'-6" +/-

68'-5" +/-

PARAPET WALL WITH METAL COPING - TYP

A2.0 TYP

A2.0 TYP

A2.0 TYP

A2.1

A2.1

A2.1

A2.1 TYP

A2.1 TYP02

A2.0 TYP

A2.0TYP

A2.0TYP

A2.1

ROOF TO ROOF

EXPANSION JOINT - TYP

A2.1

A2.1

A2.1

A2.1

A2.1TYP

A2.0 TYP

A2.1

A2.1

A2.1

A2.1

A2.0 TYP

A2.1 TYP

A2.1

TYP

A2.1

TYP

A2.1 TYP

A2.0 TYP

A2.0

TYP

A2.1 TYP

A2.0TYP

A2.0 TYP

A2.1

TYP

A2.1

TYP

A2.1

TYP

A2.0

TYP

A2.1 TYP

A2.1 TYP

ROOF TO ROOF EXPANSION

JOINT - TYP

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

1 340 SF

1 115 SF

1194 SF

SLOPE

EXISTING

1106 SF

1 444 SF

1 48 SF

116 SF

1 25 SF

A2.1

TYP

TYP 3

TYP

TYP

A2.1

EXISTING CRICKET

TO REMAIN TYP

EXISTING CRICKET

TO REMAIN TYP

KEY PLAN - NOT TO SCALE

A1.1 3/32" = 1'-0"

PARTIAL ROOF RECOVERY PLAN

SYMBOL LEGEND

NOTE: PENETRATIONS ARE APPROXIMATE IN SIZE AND

LOCATION TO BE USED AS REFERENCE POINTS ONLY

DS DOWNSPOUT

EXHAUST UNIT

HOT PIPEHP

MV MOISTURE RELIEF VENT

OVERFLOW SCUPPER

PITCH POCKET

PLUMBING VENT

ROOF DRAIN

SCUPPER W/ CONDUCTOR HEAD & DS

SL SKYLIGHT

WOOD SLEEPER

SMOKE

HATCH

SMOKE HATCH

V SQUARE CURB TO ROUND VENT

V SQUARE VENT

VENTV

ACCESS LADDER

AHU AHU ON SUPPORT

CONDENSER UNIT

CAPPED CURBCC

CONDUIT CHASECH

PITCH POCKET

DETAIL LOCATION

DETAIL NUMBER##

A#.#

X PLAN NOTE

SAFETY GUARDRAIL

WALK PAD

ASBESTOS TESTING LOCATIONAB#

WET INSULATION

DS DS V

V

V

V

V

V

V

CH

SL

V

V

V

V

V

V

V

V

V

V

V

CH

V

V

AB-13

AB-14

AB-9

AB-5

AB-7

AB-8

AB-12

AB-11

AB-6

AB-10

AB-15

AB-20

AB-21

MA

TC

H

LIN

E "A

MA

TC

H

LIN

E

"A

PLAN NOTES

REMOVE ALL WET INSULATION DOWN TO THE EXISTING

STRUCTURAL CONCRETE DECK AND REPLACE WITH NEW

TO MATCH EXISTING TYPE AND THICKNESS. SEE PROJECT

SPECIFICATIONS FOR REQUIRED MATERIALS.

PROVIDE OSHA APPROVED BALLASTED SAFETY RAIL AT

MECHANICAL EQUIPMENT IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS

PROVIDE NEW MANUFACTURER'S APPROVED WALK PADS

AROUND ALL SIDES OF SERVICEABLE EQUIPMENT, AT

DOOR ACCESS AND AT ALL LADDERS IN ACCORDANCE

WITH THE PROJECT SPECIFICATIONS

CLEAN, PRIME AND PAINT RUSTED EQUIPMENT WITH RUST

INHIBITIVE PAINT

REMOVE AND DISCARD EXISTING MOISTURE RELIEF VENT

RAISE EXISTING SCUPPER AS REQUIRED SO BOTTOM OF

SCUPPER OPENING IS 2" MAXIMUM ABOVE THE FINISHED

ROOF MEMBRANE. SAWCUT / REPAIR / REPLACE EXISTING

AJOINING MASONRY & FLASHING SYSTEMS TO THE EXTENT

REQUIRED TO ACCOMPLISH NECESSARY ADJUSTMENT TO

SCUPPER OPENING AT 2" MAXIMUM HEIGHT

ALTERNATE DETAIL; REMOVE SKYLIGHT LENS AND CAP

OVER PER DETAIL 08/A2.1

REMOVE EXHAUST VENT PER DIRECTION OF OWNER AND

INSTALL NEW ROOF SYSTEM AS SPECIFIED

GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR DISCONNECTION AND

RECONNECTION OF ALL ELECTRICAL AND MECHANICAL WORK

AS REQUIRED TO RAISE CURBS/EQUIPMENT. ALL WORK TO BE

PERFORMED BY A QUALIFIED ELECTRICAL/ MECHANICAL

CONTRACTOR

2. PROVIDE NEW TAPERED POLYISOCYANURATE INSULATION

CRICKETS AT TWICE THE STRUCTURAL SLOPE BEHIND ALL

CURBS 24" OR GREATER IN WIDTH

3. PROVIDE SPLASH BLOCKS SET ON PROTECTIVE MEMBRANE

UNDER ALL DOWNSPOUTS FROM HIGHER ROOFING ELEVATION

4. ALL EXISTING DRAINAGE PROVISIONS TO REMAIN ARE TO BE

FLOW TESTED AND CLEARED OF ALL EXISTING DEBRIS

5. REFER TO ALL DRAWINGS AND SPECIFICATIONS FOR

ADDITIONAL INFORMATION AND REQUIREMENTS

GENERAL PROJECT NOTES THIS SHEET

1. THIS DRAWING IS AN ENLARGED ROOF PLAN, AND NOT INDICATIVE OF

THE OVERALL EXISTING BUILDING PLAN LAYOUT AND CONFIGURATION.

2. REFER TO ALL CONTRACT DRAWINGS, SPECIFICATIONS AND

SUBSEQUENT ADDENDA(S) FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

A1.1

PA

R

TI

AL

R O

O F

R

EC

O

VE

R Y

PL

AN

3/32"=1'-0"1/32"=1'-0" 1/16"=1'-0" 48'0 16' 32' 4'0 8' 16' 24'

1/4"=1'-0"1/8"=1'-0" 0 4' 16'8' 0 4' 8' 12'

3/8"=1'-0" 1/2"=1'-0" 6'0 2' 4' 0 3'1' 2' 4' 6"0 1'

6"=1'-0" 1.5'

3/4"=1'-0" 1"=1'-0" 3'2' 0 6" 1' 2' 3"0 6" 1'9"

1 1/2"=1'-0" 3"=1'-0" 0 3" 6" 9" 1' 1"0 2" 6"4"3" 5"

12"=1'-0" 2"0 1" 3" 0 1" 1.5"

ARCHITECTS,PC

RRMM

PR

OJ

EC

T

DA

TE

DE

SI

GN

ED

DR

AW

N

CH

EC

KE

D

M

AR

K

RE

VI

SI

ON

S

DA

TE

BY

DE

SC

RI

PT

IO

N

SHEET

PR

OJ

EC

T

DR

AW

IN

G

115 South Street, Suite 202 Richmond, Virginia 23219

(804)277-8987

1-0

KJ

G

BM

J

BM

J

/1

5/

PA

M U

N

KE

Y R

EG

IO

N

AL

J

AI

L

C

OU

RT

LA

ND

F

AR

M

RO

AD

HA

NO

VE

R, V

IR

GI

NI

A

HA

NO

VE

R

CO

UN

TY

TH

E

PA

MU

NK

EY

R

EG

IO

NA

L J

AI

L A

UT

HO

RI

TY

FI

LE

N

AM

E:

Z

:\D W

G S\

R R

M M

\P am un ke y R eg io na l J ai l\0

- R oo f P la ns

.d w g L

AY

O

U T

N

AM

E:

A

1.

P

LO

TT

ED

: M on da y, J un e

, 2

- 1

2:

pm

1 2 3 4 5

A

B

C

D

E

1 2 3 4 5

A

B

C

D

E

RE

CO

RD

D

RA

W

IN

GS

RO

OF

C

ON

SU

LT

IN

G

SE

RV

IC

ES

, IN

C

P.

O.

B

OX

RI

CH

MO

ND

, V

IR

GI

NI

A

(8

) 5

-0

* S

UR

VE

YS

SP

EC

IF

IC

AT

IO

NS

IN

SP

EC

TI

ON

S

BUILDING 1 - ROOF AREA E

5,021 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA C

16,389 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA H

2,809 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA D

2,841 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

'-1

22'-5" +/-

'-4

'-7

43'-5" +/-

58'-2" +/-

20'-5" +/-

17'-3" +/-

BUILDING 1 - METAL PANELS - N.I.C.

PARAPET WALL WITH METAL COPING - TYP

ROOF TO ROOF EXPANSION JOINT - TYP

BUILDING 1 - METAL PANELS - N.I.C.

BUILDING 1 - ROOF AREA F

1,036 SQ. FT. +/-

GALVANIZED METAL DECK

BUILDING 1 - ROOF AREA J

905 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

A2.1

A2.1 TYP

A2.1 TYP

A2.1

TYP

A2.1 TYP

A2.1 TYP

A2.1 TYP

A2.1 TYP

A2.2

A2.1

TYP

A2.0 TYP

A2.0 TYP

A2.2 TYP

A2.1

TYP

A2.1 TYP

A2.1

TYP

A2.1

TYP

A2.1

A2.1

A2.1 HIGH

A2.1

A2.1

A2.2 LOW

A2.2

LOW

A2.1 HIGH

A2.1

A2.1 10

A2.1

TYP

A2.2 LOW

A2.1

LOW

A2.2

A2.3

A2.3

A2.1

A2.1

A2.2

A2.1

A2.0

TYP

A2.0

TYP

A2.2LOW

A2.4

A2.1

TYP

A2.0 TYP

A2.2

A2.2

GUTTER WITH METAL EDGE - TYP

A2.0 TYP

A2.0 TYP

A2.0 TYP11

A2.1

1 47 SF

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

SLOPE

EXISTING

A2.0

A2.2

A2.2

TYP

A2.2LOW

A2.2

LOW

N.I.C.

N.I.C.

1198 SF

1795 SF

1193 SF

1 125 SF

50 SF

1219 SF

1 36 SF

72 SF

1 75 SF

1 340 SF

35 SF

116 SF

3 TYP

3 TYP

AREA - N.I.C. AREA - N.I.C.

A2.3

A2.2

TYP

EXISTING CRICKET

TO REMAIN TYP

EXISTING CRICKET

TO REMAIN TYP

EXISTING CRICKET

TO REMAIN TYP

A2.2LOW

EXISTING CRICKET

TO REMAIN TYP

EXISTING CRICKET

TO REMAIN TYP

A1.2 3/32" = 1'-0"

PARTIAL ROOF RECOVERY PLAN

V

SL

SLV

V

SLSL

V

CC

V V V

SL

SL

V

V V

V

V

SL SL

SL SL

CH

V

V V

V V V

SMOKE

HATCH

MA

TC

H

LIN

E "A

MA

TC

H

LIN

E

"A

AB-8

AB-38

AB-27

AB-28

AB-25

AB-24

AB-30

AB-29

AB-31

AB-22

AB-23

AB-32

AB-19

AB-20

AB-21

AB-26

MA

TC

H

LIN

E "A

MA

TC

H

LIN

E

"A

SYMBOL LEGEND

NOTE: PENETRATIONS ARE APPROXIMATE IN SIZE AND

LOCATION TO BE USED AS REFERENCE POINTS ONLY

DS DOWNSPOUT

EXHAUST UNIT

HOT PIPEHP

MV MOISTURE RELIEF VENT

OVERFLOW SCUPPER

PITCH POCKET

PLUMBING VENT

ROOF DRAIN

SCUPPER W/ CONDUCTOR HEAD & DS

SL SKYLIGHT

WOOD SLEEPER

SMOKE

HATCH

SMOKE HATCH

V SQUARE CURB TO ROUND VENT

V SQUARE VENT

VENTV

ACCESS LADDER

AHU AHU ON SUPPORT

CONDENSER UNIT

CAPPED CURBCC

CONDUIT CHASECH

PITCH POCKET

DETAIL LOCATION

DETAIL NUMBER##

A#.#

X PLAN NOTE

SAFETY GUARDRAIL

WALK PAD

ASBESTOS TESTING LOCATIONAB#

WET INSULATION

PLAN NOTES

REMOVE ALL WET INSULATION DOWN TO THE EXISTING

STRUCTURAL CONCRETE DECK AND REPLACE WITH NEW

TO MATCH EXISTING TYPE AND THICKNESS. SEE PROJECT

SPECIFICATIONS FOR REQUIRED MATERIALS.

PROVIDE OSHA APPROVED BALLASTED SAFETY RAIL AT

MECHANICAL EQUIPMENT IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS

PROVIDE NEW MANUFACTURER'S APPROVED WALK PADS

AROUND ALL SIDES OF SERVICEABLE EQUIPMENT, AT

DOOR ACCESS AND AT ALL LADDERS IN ACCORDANCE

WITH THE PROJECT SPECIFICATIONS

CLEAN, PRIME AND PAINT RUSTED EQUIPMENT WITH RUST

INHIBITIVE PAINT

REMOVE AND DISCARD EXISTING MOISTURE RELIEF VENT

RAISE EXISTING SCUPPER AS REQUIRED SO BOTTOM OF

SCUPPER OPENING IS 2" MAXIMUM ABOVE THE FINISHED

ROOF MEMBRANE. SAWCUT / REPAIR / REPLACE EXISTING

AJOINING MASONRY & FLASHING SYSTEMS TO THE EXTENT

REQUIRED TO ACCOMPLISH NECESSARY ADJUSTMENT TO

SCUPPER OPENING AT 2" MAXIMUM HEIGHT

ALTERNATE DETAIL; REMOVE SKYLIGHT LENS AND CAP

OVER PER DETAIL 08/A2.1

REMOVE EXHAUST VENT PER DIRECTION OF OWNER AND

INSTALL NEW ROOF SYSTEM AS SPECIFIED

GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR DISCONNECTION AND

RECONNECTION OF ALL ELECTRICAL AND MECHANICAL WORK

AS REQUIRED TO RAISE CURBS/EQUIPMENT. ALL WORK TO BE

PERFORMED BY A QUALIFIED ELECTRICAL/ MECHANICAL

CONTRACTOR

2. PROVIDE NEW TAPERED POLYISOCYANURATE INSULATION

CRICKETS AT TWICE THE STRUCTURAL SLOPE BEHIND ALL

CURBS 24" OR GREATER IN WIDTH

3. PROVIDE SPLASH BLOCKS SET ON PROTECTIVE MEMBRANE

UNDER ALL DOWNSPOUTS FROM HIGHER ROOFING ELEVATION

4. ALL EXISTING DRAINAGE PROVISIONS TO REMAIN ARE TO BE

FLOW TESTED AND CLEARED OF ALL EXISTING DEBRIS

5. REFER TO ALL DRAWINGS AND SPECIFICATIONS FOR

ADDITIONAL INFORMATION AND REQUIREMENTS

GENERAL PROJECT NOTES THIS SHEET

1. THIS DRAWING IS AN ENLARGED ROOF PLAN, AND NOT INDICATIVE OF

THE OVERALL EXISTING BUILDING PLAN LAYOUT AND CONFIGURATION.

2. REFER TO ALL CONTRACT DRAWINGS, SPECIFICATIONS AND

SUBSEQUENT ADDENDA(S) FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

A1.2

PA

R

TI

AL

R O

O F

R

EC

O

VE

R Y

PL

AN

3/32"=1'-0"1/32"=1'-0" 1/16"=1'-0" 48'0 16' 32' 4'0 8' 16' 24'

1/4"=1'-0"1/8"=1'-0" 0 4' 16'8' 0 4' 8' 12'

3/8"=1'-0" 1/2"=1'-0" 6'0 2' 4' 0 3'1' 2' 4' 6"0 1'

6"=1'-0" 1.5'

3/4"=1'-0" 1"=1'-0" 3'2' 0 6" 1' 2' 3"0 6" 1'9"

1 1/2"=1'-0" 3"=1'-0" 0 3" 6" 9" 1' 1"0 2" 6"4"3" 5"

12"=1'-0" 2"0 1" 3" 0 1" 1.5"

ARCHITECTS,PC

RRMM

PR

OJ

EC

T

DA

TE

DE

SI

GN

ED

DR

AW

N

CH

EC

KE

D

M

AR

K

RE

VI

SI

ON

S

DA

TE

BY

DE

SC

RI

PT

IO

N

SHEET

PR

OJ

EC

T

DR

AW

IN

G

115 South Street, Suite 202 Richmond, Virginia 23219

(804)277-8987

1-0

KJ

G

BM

J

BM

J

/1

5/

PA

M U

N

KE

Y R

EG

IO

N

AL

J

AI

L

C

OU

RT

LA

ND

F

AR

M

RO

AD

HA

NO

VE

R, V

IR

GI

NI

A

HA

NO

VE

R

CO

UN

TY

TH

E

PA

MU

NK

EY

R

EG

IO

NA

L J

AI

L A

UT

HO

RI

TY

FI

LE

N

AM

E:

Z

:\D W

G S\

R R

M M

\P am un ke y R eg io na l J ai l\0

- R oo f P la ns

.d w g L

AY

O

U T

N

AM

E:

A

1.

P

LO

TT

ED

: M on da y, J un e

, 2

- 1

2:

pm

1 2 3 4 5

A

B

C

D

E

1 2 3 4 5

A

B

C

D

E

RE

CO

RD

D

RA

W

IN

GS

RO

OF

C

ON

SU

LT

IN

G

SE

RV

IC

ES

, IN

C

P.

O.

B

OX

RI

CH

MO

ND

, V

IR

GI

NI

A

(8

) 5

-0

* S

UR

VE

YS

SP

EC

IF

IC

AT

IO

NS

IN

SP

EC

TI

ON

S

BUILDING 1 - ROOF AREA P

7,361 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA S

3,189 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA T

649 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA F

1,036 SQ. FT. +/-

GALVANIZED METAL DECK - N.I.C.

BUILDING 1 - ROOF AREA Q

2,117 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA G

456 SQ. FT. +/-

GALVANIZED METAL DECK - N.I.C.

BUILDING 1 - ROOF AREA J

905 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA O

6,727 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA N

2,437 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

PARAPET WALL WITH METAL COPING - TYP

ROOF TO ROOF EXPANSION

JOINT - TYP

23'-11" +/-

25' -4"

+/- 25'-4" +/-

'-1

1"

25'-4" +/-

23'-11" +/-

25' -4"

22'-5" +/-

25' +/-

'-1

1"

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.111

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1TYP

A2.1TYP

A2.1 TYP

A2.1

A2.2

LOW

A2.1

A2.1 TYP

A2.0 TYP

A2.1TYP

A2.1

TYP

A2.0

TYP

A2.1TYP

A2.1

A2.1

A2.1

A2.1

A2.1

A2.0TYP

A2.0TYP

A2.1TYP

A2.1

TYP

A2.0 TYP

A2.0 TYP

A2.0 TYP

A2.2 LOW

A2.1 TYP

A2.0 TYP

A2.1

A2.1

A2.1

A2.2 LOW

A2.1

A2.1

A2.1

A2.2 LOW

A2.2

LOW

AREA - N.I.C.

AREA - N.I.C.

A2.1

121 SF

78 SF

205 SF

1 39 SF

34 SF

31 SF

69 SF

1 49 SF

126 SF

1 43 SF

35 SF

74 SF

164 SF

A2.1

3TYP

TYP

A2.0 TYP

1 74 SF

EXISTING CRICKET

TO REMAIN TYP

EXISTING CRICKET

TO REMAIN TYP

EXISTING CRICKET

TO REMAIN TYP

EXISTING CRICKET

TO REMAIN TYP

A1.3 3/32" = 1'-0"

PARTIAL ROOF RECOVERY PLAN

V

V

SLSL

V

V

V

V

SL

SL

CC

V

V

V

SL

SL

SL SL

SL SL

V

V

V

V

V

V

CH

V

SMOKEHATCH

V

V

V V

V

V

MA

TC

H

LIN

E "A

MA

TC

H

LIN

E

"A

AB-1

AB-2

AB-3

AB-13

AB-35

AB-37

AB-33

AB-15

AB-34

AB-17

AB-18

AB-36

AB-16

AB-32

MA

TC

H

LIN

E "A

MA

TC

H

LIN

E

"A

SYMBOL LEGEND

NOTE: PENETRATIONS ARE APPROXIMATE IN SIZE AND

LOCATION TO BE USED AS REFERENCE POINTS ONLY

DS DOWNSPOUT

EXHAUST UNIT

HOT PIPEHP

MV MOISTURE RELIEF VENT

OVERFLOW SCUPPER

PITCH POCKET

PLUMBING VENT

ROOF DRAIN

SCUPPER W/ CONDUCTOR HEAD & DS

SL SKYLIGHT

WOOD SLEEPER

SMOKE

HATCH

SMOKE HATCH

V SQUARE CURB TO ROUND VENT

V SQUARE VENT

VENTV

ACCESS LADDER

AHU AHU ON SUPPORT

CONDENSER UNIT

CAPPED CURBCC

CONDUIT CHASECH

PITCH POCKET

DETAIL LOCATION

DETAIL NUMBER##

A#.#

X PLAN NOTE

SAFETY GUARDRAIL

WALK PAD

ASBESTOS TESTING LOCATIONAB#

WET INSULATION

PLAN NOTES

REMOVE ALL WET INSULATION DOWN TO THE EXISTING

STRUCTURAL CONCRETE DECK AND REPLACE WITH NEW

TO MATCH EXISTING TYPE AND THICKNESS. SEE PROJECT

SPECIFICATIONS FOR REQUIRED MATERIALS.

PROVIDE OSHA APPROVED BALLASTED SAFETY RAIL AT

MECHANICAL EQUIPMENT IN ACCORDANCE WITH THE

PROJECT SPECIFICATIONS

PROVIDE NEW MANUFACTURER'S APPROVED WALK PADS

AROUND ALL SIDES OF SERVICEABLE EQUIPMENT, AT

DOOR ACCESS AND AT ALL LADDERS IN ACCORDANCE

WITH THE PROJECT SPECIFICATIONS

CLEAN, PRIME AND PAINT RUSTED EQUIPMENT WITH RUST

INHIBITIVE PAINT

REMOVE AND DISCARD EXISTING MOISTURE RELIEF VENT

RAISE EXISTING SCUPPER AS REQUIRED SO BOTTOM OF

SCUPPER OPENING IS 2" MAXIMUM ABOVE THE FINISHED

ROOF MEMBRANE. SAWCUT / REPAIR / REPLACE EXISTING

AJOINING MASONRY & FLASHING SYSTEMS TO THE EXTENT

REQUIRED TO ACCOMPLISH NECESSARY ADJUSTMENT TO

SCUPPER OPENING AT 2" MAXIMUM HEIGHT

ALTERNATE DETAIL; REMOVE SKYLIGHT LENS AND CAP

OVER PER DETAIL 08/A2.1

REMOVE EXHAUST VENT PER DIRECTION OF OWNER AND

INSTALL NEW ROOF SYSTEM AS SPECIFIED

GENERAL NOTES

1. CONTRACTOR IS RESPONSIBLE FOR DISCONNECTION AND

RECONNECTION OF ALL ELECTRICAL AND MECHANICAL WORK

AS REQUIRED TO RAISE CURBS/EQUIPMENT. ALL WORK TO BE

PERFORMED BY A QUALIFIED ELECTRICAL/ MECHANICAL

CONTRACTOR

2. PROVIDE NEW TAPERED POLYISOCYANURATE INSULATION

CRICKETS AT TWICE THE STRUCTURAL SLOPE BEHIND ALL

CURBS 24" OR GREATER IN WIDTH

3. PROVIDE SPLASH BLOCKS SET ON PROTECTIVE MEMBRANE

UNDER ALL DOWNSPOUTS FROM HIGHER ROOFING ELEVATION

4. ALL EXISTING DRAINAGE PROVISIONS TO REMAIN ARE TO BE

FLOW TESTED AND CLEARED OF ALL EXISTING DEBRIS

5. REFER TO ALL DRAWINGS AND SPECIFICATIONS FOR

ADDITIONAL INFORMATION AND REQUIREMENTS

GENERAL PROJECT NOTES THIS SHEET

1. THIS DRAWING IS AN ENLARGED ROOF PLAN, AND NOT INDICATIVE OF

THE OVERALL EXISTING BUILDING PLAN LAYOUT AND CONFIGURATION.

2. REFER TO ALL CONTRACT DRAWINGS, SPECIFICATIONS AND

SUBSEQUENT ADDENDA(S) FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

A1.3

PA

R

TI

AL

R O

O F

R

EC

O

VE

R Y

PL

AN

3/32"=1'-0"1/32"=1'-0" 1/16"=1'-0" 48'0 16' 32' 4'0 8' 16' 24'

1/4"=1'-0"1/8"=1'-0" 0 4' 16'8' 0 4' 8' 12'

3/8"=1'-0" 1/2"=1'-0" 6'0 2' 4' 0 3'1' 2' 4' 6"0 1'

6"=1'-0" 1.5'

3/4"=1'-0" 1"=1'-0" 3'2' 0 6" 1' 2' 3"0 6" 1'9"

1 1/2"=1'-0" 3"=1'-0" 0 3" 6" 9" 1' 1"0 2" 6"4"3" 5"

12"=1'-0" 2"0 1" 3" 0 1" 1.5"

ARCHITECTS,PC

RRMM

PR

OJ

EC

T

DA

TE

DE

SI

GN

ED

DR

AW

N

CH

EC

KE

D

M

AR

K

RE

VI

SI

ON

S

DA

TE

BY

DE

SC

RI

PT

IO

N

SHEET

PR

OJ

EC

T

DR

AW

IN

G

115 South Street, Suite 202 Richmond, Virginia 23219

(804)277-8987

1-0

KJ

G

BM

J

BM

J

/1

5/

PA

M U

N

KE

Y R

EG

IO

N

AL

J

AI

L

C

OU

RT

LA

ND

F

AR

M

RO

AD

HA

NO

VE

R, V

IR

GI

NI

A

HA

NO

VE

R

CO

UN

TY

TH

E

PA

MU

NK

EY

R

EG

IO

NA

L J

AI

L A

UT

HO

RI

TY

FI

LE

N

AM

E:

Z

:\D W

G S\

R R

M M

\P am un ke y R eg io na l J ai l\0

- R oo f P la ns

.d w g L

AY

O

U T

N

AM

E:

A

1.

P

LO

TT

ED

: M on da y, J un e

, 2

- 1

2:

pm

1 2 3 4 5

A

B

C

D

E

1 2 3 4 5

A

B

C

D

E

RE

CO

RD

D

RA

W

IN

GS

RO

OF

C

ON

SU

LT

IN

G

SE

RV

IC

ES

, IN

C

P.

O.

B

OX

RI

CH

MO

ND

, V

IR

GI

NI

A

(8

) 5

-0

* S

UR

VE

YS

SP

EC

IF

IC

AT

IO

NS

IN

SP

EC

TI

ON

S

BUILDING 1 - ROOF AREA M

6,728 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA K

7,338 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA L

2,117 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA I

4,304 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA N

2,437 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA R

672 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA B

580 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

BUILDING 1 - ROOF AREA S

3,189 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

23'-11" +/-

25' -4"

25'-4" +/-

'-5

25' -4"

'-1

1"

23'-11" +/-

25' -4"

25'

'-1

1"

ROOF TO ROOF EXPANSION

JOINT - TYP

A2.1

ROOF TO ROOF

EXPANSION JOINT - TYP

A2.0

TYP

A2.0TYP

A2.1

A2.1 11

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

PARAPET WALL WITH METAL COPING - TYP

A2.1

A2.1

A2.1

A2.1TYP

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1

A2.1 TYP

A2.0 TYP

A2.1TYP

A2.0 TYP

A2.0 TYP

A2.1TYP

A2.1

TYP

A2.1

A2.2

LOW

A2.1

A2.2 LOW

A2.1

A2.1 TYP

A2.1TYP

A2.0 TYP

A2.0 TYP

A2.0

TYP

A2.1TYP

A2.1

A2.2LOW

A2.1

A2.2

LOW

A2.2 LOW

TYP

A2.1

A2.1

A2.1

A2.1

A2.1 TYP

A2.0

TYP

A2.1

A2.1

A2.1

A2.0 TYP

A2.1 TYP

A2.2

LOW

A2.2

LOW

A2.0TYP

30 SF

28 SF

148 SF

A2.0TYP

A2.1 TYP

A2.1 TYP

A2.1

TYP

39 SF

1 32 SF

1174 SF

A2.1

1 24 SF

116 SF

116 SF

1 28 SF

1 42 SF

1 25 SF

1164 SF

1 122 SF

1 20 SF

152 SF

72 SF

TYP

TYP

EXISTING CRICKET

TO REMAIN TYP

EXISTING CRICKET

TO REMAIN TYP

EXISTING CRICKET

TO REMAIN TYP

EXISTING CRICKET

TO REMAIN TYP

7 7

7 7

A1.4 3/16" = 1'-0"

PROPOSED ROOF TAPER PLAN (AREA - H)

SYMBOL LEGEND

NOTE: PENETRATIONS ARE APPROXIMATE IN SIZE AND

LOCATION TO BE USED AS REFERENCE POINTS ONLY

DS DOWNSPOUT

EXHAUST UNIT

HOT PIPEHP

MV MOISTURE RELIEF VENT

OVERFLOW SCUPPER

PITCH POCKET

PLUMBING VENT

ROOF DRAIN

SCUPPER W/ CONDUCTOR HEAD & DS

SL SKYLIGHT

WOOD SLEEPER

SMOKE

HATCH

SMOKE HATCH

V SQUARE CURB TO ROUND VENT

V SQUARE VENT

VENTV

ACCESS LADDER

AHU AHU ON SUPPORT

CONDENSER UNIT

CAPPED CURBCC

CONDUIT CHASECH

PITCH POCKET

DETAIL LOCATION

DETAIL NUMBER##

A#.#

X PLAN NOTE

SAFETY GUARDRAIL

WALK PAD

ASBESTOS TESTING LOCATIONAB#

WET INSULATION

V

V

CH

SL

V

V

V

Y

SL

OP

E 1/4

: 1

SL

OP

E 1/4

: 1

SL

OP

E 1/4

: 1

SL

OP

E 1/4

: 1

SL

OP

E

X+1

Y+1

X+2

Y+2

Y

Y+2

X+2

Y+1

X+1

Y

Q

Q

Q

Q

Q+1

Q

Q

Q

Q

Y

X+1

Y+1

X+2

Y+2

X+3

Y+2

Y+2

X+2

Y+1

X+1

Y

Q+1

Q+1 Q+1

Q+1

Q+1

Y+2

X+1

Y

1/4" PER FOOT ISO TAPER

NOT TO SCALE

4" ISO BASE

2" ISO FILL

X+3

X+2 Y+2

X+1 Y+1

Y

6.0"

7.0"

8.0"

9.0"

10.0"

11.0"

12.0"

2" ISO

2" ISO FILL

0.5"

HD COVERBOARD

FILL

NOTES:

CONTRACTOR TO TRANSITION PERIMETER CONDITIONS AS REQUIRED

CONTRACTOR TO PROVIDE 4X4 TAPERED EDGE ROOF SUMPS AT ALL

DRAINS AS REQUIRED

CONTRACTOR TO PROVIDE ISOCYANURATE CRICKETS AT ALL ROOF CURBS

EXCEEDING 24" WIDE TO PROMOTE POSITIVE DRAINAGE

ALL TAPERED & FLAT INSULATION FILL SHALL BE POLYISOCYANURATE

TAPERED

PANEL SCHEDULE

PANEL SLOPETYPE THICKNESS BOARD SIZE

Y 1/4" / FT.

Q CRICKET 1/2" / FT.

1.5"-2.5"

0.5"-2.5"

4'x4'

4'x4'

4'X8' / 4'x4'2.0" 2.0" FLATPOLYISO FILL

X TAPERED 1/4" / FT.0.5"-1.5" 4'x4'

4'x4'0.5" 0.5" FLATHD COVERBOARD

4'x8'4.0" 4.0" FLATPOLYISO BASE Q

0.5"

2.5"

1/2" PER FOOT ISO CRICKET

NOT TO SCALE

Q

2" ISO

FILL

4.5"

GENERAL PROJECT NOTES THIS SHEET

1. THIS DRAWING IS AN ENLARGED ROOF PLAN, AND NOT INDICATIVE OF

THE OVERALL EXISTING BUILDING PLAN LAYOUT AND CONFIGURATION.

2. REFER TO ALL CONTRACT DRAWINGS, SPECIFICATIONS AND

SUBSEQUENT ADDENDA(S) FOR ADDITIONAL INFORMATION AND

REQUIREMENTS.

A1.4

PR

O

PO

SE

D R

O O

F

TA

PE

R

P

LA

N

BUILDING 1 - ROOF AREA H

2,809 SQ. FT. +/-

STRUCTURAL CONCRETE DECK

ROOF TO ROOF EXPANSION JOINT - TYP

3/32"=1'-0"1/32"=1'-0" 1/16"=1'-0" 48'0 16' 32' 4'0 8' 16' 24'

1/4"=1'-0"1/8"=1'-0" 0 4' 16'8' 0 4' 8' 12'

3/8"=1'-0" 1/2"=1'-0" 6'0 2' 4' 0 3'1' 2' 4' 6"0 1'

6"=1'-0" 1.5'

3/4"=1'-0" 1"=1'-0" 3'2' 0 6" 1' 2' 3"0 6" 1'9"

1 1/2"=1'-0" 3"=1'-0" 0 3" 6" 9" 1' 1"0 2" 6"4"3" 5"

12"=1'-0" 2"0 1" 3" 0 1" 1.5"

ARCHITECTS,PC

RRMM

PR

OJ

EC

T

DA

TE

DE

SI

GN

ED

DR

AW

N

CH

EC

KE

D

M

AR

K

RE

VI

SI

ON

S

DA

TE

BY

DE

SC

RI

PT

IO

N

SHEET

PR

OJ

EC

T

DR

AW

IN

G

115 South Street, Suite 202 Richmond, Virginia 23219

(804)277-8987

1-0

KJ

G

BM

J

BM

J

/1

5/

PA

M U

N

KE

Y R

EG

IO

N

AL

J

AI

L

C

OU

RT

LA

ND

F

AR

M

RO

AD

HA

NO

VE

R, V

IR

GI

NI

A

HA

NO

VE

R

CO

UN

TY

TH

E

PA

MU

NK

EY

R

EG

IO

NA

L J

AI

L A

UT

HO

RI

TY

FI

LE

N

AM

E:

Z

:\D W

G S\

R R

M M

\P am un ke y R eg io na l J ai l\0

- R oo f P la ns

.d w g L

AY

O

U T

N

AM

E:

A

1.

P

LO

TT

ED

: M on da y, J un e

, 2

- 1

2:

pm

1 2 3 4 5

A

B

C

D

E

1 2 3 4 5

A

B

C

D

E

RE

CO

RD

D

RA

W

IN

GS

RO

OF

C

ON

SU

LT

IN

G

SE

RV

IC

ES

, IN

C

P.

O.

B

OX

RI

CH

MO

ND

, V

IR

GI

NI

A

(8

) 5

-0

* S

UR

VE

YS

SP

EC

IF

IC

AT

IO

NS

IN

SP

EC

TI

ON

S

SL

OP

E 1/4

: 1

Y+1

1C A2.0 N.T.S.

METAL CURB WITH CANT

SCALE:

1B A2.0 N.T.S.

METAL CURB

SCALE:

1A A2.0 N.T.S.

WOOD CURB

SCALE:

2B A2.0 N.T.S.

PIPE PENETRATION (FIELD WRAP)

SCALE:

1D A2.0 N.T.S.

INSULATED CURB

SCALE:

1E A2.0 N.T.S.

CONCRETE CURB

SCALE:

2A A2.0 N.T.S.

PIPE PENETRATION (BOOT)

SCALE:

A2.0 N.T.S.

PITCH POCKET

SCALE:

A2.0 N.T.S.

HOT PIPE

A2.0

R O

O F

D

ET

AI

LS

EXISTING METAL CURB - REPAIR / REPLACE DAMAGED AS REQUIRED

EXISTING CURB COUNTER FLASHING / CAP TO REMAIN

NEW SURFACE MOUNTED COUNTER FLASHING MEMBRANE - SLIDE VERTICAL

FLANGE OF COUNTER FLASHING BEHIND EXISTING CURB COUNTER FLASHING /

CAP AND MECHANICALLY ATTACH AT 8" O.C. MAX.

EXISTING INSULATED METAL CURB -REPLACE EXISTING INSULATION WITH NEW TO MATCH EXISTING

EXISTING CURB COUNTER FLASHING / CAP TO REMAIN

NEW SURFACE MOUNTED COUNTER FLASHING MEMBRANE - SLIDE VERTICAL FLANGE OF

COUNTER FLASHING BEHIND EXISTING CURB COUNTER FLASHING / CAP AND MECHANICALLY

ATTACH AT 8" O.C. MAX.

EXISTING CONCRETE CURB - REPAIR / REPLACE DAMAGED AS REQUIRED

EXISTING CURB COUNTER FLASHING / CAP TO REMAIN

EXISTING WOOD NAILER AS REQUIRED TO PROVIDE 8" FLASHING HEIGHT

NOTES:

· CONTRACTOR TO PROVIDE NEW BUILT-UP EXTERIOR GRADE SOLID 2X NEW WOOD NAILERS AS REQUIRED TO ENSURE

MINIMUM 8" FLASHING HEIGHT IS MAINTAINED

· WHERE CURB CAPS CAN BE REMOVED AND REINSTALLED - MEMBRANE FLASHING SHALL EXTEND UP AND OVER CURB

THEN BE NAILED OFF AT 8" O.C. MAX. - NEW SKIRT METAL CAN BE ELIMINATED AT THESE LOCATIONS

· CURBS TO BE FLASHED PER DETAILS 1A-1E AS EXISTING CONDITIONS ARE REVEALED

EXISTING WOOD CURB - CONFIGURATION MAY VARY

EXISTING CURB COUNTER FLASHING / CAP TO REMAIN

NEW SURFACE MOUNTED COUNTER FLASHING MEMBRANE - SLIDE VERTICAL

FLANGE OF COUNTER FLASHING BEHIND EXISTING CURB COUNTER FLASHING /

CAP AND MECHANICALLY ATTACH AT 8" O.C. MAX.

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

EXISTING CURB COUNTER FLASHING / CAP TO REMAIN

NEW SURFACE MOUNTED COUNTER FLASHING MEMBRANE - SLIDE VERTICAL FLANGE OF

COUNTER FLASHING BEHIND EXISTING CURB COUNTER FLASHING / CAP AND MECHANICALLY

ATTACH AT 8" O.C. MAX.

NEW MANUFACTURER'S PRE-FAB PIPE BOOT

EXISTING PIPE PENETRATION - CLEAN, PRIME AND PAINT

PRIOR TO FLASHING

NEW STAINLESS STEEL DRAW BAND

NEW CONTINUOUS BEAD OF SEALANT

NEW CONTINUOUS WELD

NOTES:

· MANUFACTURER'S FIELD WRAP SHALL BE USED AT EXISTING PIPE PENETRATIONS WHERE PRE-MANUFACTURED PIPE BOOTS

CANNOT BE INSTALLED

· SECURE MEMBRANE TO DECK WITH NEW PLATES FASTENERS PER MANUFACTURES REQUIREMENTS

EXISTING PIPE PENETRATION - CLEAN, PRIME AND PAINT

PRIOR TO FLASHING

NEW STAINLESS STEEL DRAW BAND

NEW CONTINUOUS BEAD OF SEALANT

NEW CONTINUOUS WELD

NEW MANUFACTURER'S APPROVED FIELD WRAP

EXISTING WOOD NAILERS TO REMAIN - REPLACE DAMAGED /

DETERIORATED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

NEW PLATES AND FASTENERS ATTACHED AT 12" O.C. MAX

NEW 60 MIL TPO FLASHING MEMBRANE

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

EXISTING WOOD NAILERS TO REMAIN - REPLACE DAMAGED /

DETERIORATED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

NEW PLATES AND FASTENERS ATTACHED AT 12" O.C. MAX

EXISTING METAL CURB WITH CANT - REPAIR / REPLACE DAMAGED AS REQUIRED

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

EXISTING WOOD NAILERS TO REMAIN - REPLACE DAMAGED /

DETERIORATED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

NEW PLATES AND FASTENERS ATTACHED AT 12" O.C. MAX

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

EXISTING WOOD NAILERS TO REMAIN - REPLACE DAMAGED /

DETERIORATED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

NEW PLATES AND FASTENERS ATTACHED AT 12" O.C. MAX

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

NEW MANUFACTURER'S APPROVED MEMBRANE PITCH POCKET

INSTALLED PER MANUFACTURER'S SPECIFICATIONS

NEW MANUFACTURER'S APPROVED PITCH POCKET FILLER

EXISTING PENETRATION - CLEAN, PRIME, AND PAINT PRIOR TO

INSTALLATION OF NEW PITCH POCKET (PENETRATION MAY VARY

IN SIZE AND SHAPE)

EXISTING GAS VENT FLASHING SLEEVE - MECHANICALLY ATTACHED TO

NEW WOOD NAILERS AT 4" O.C. STAGGERED

NEW STORM COLLAR - 24 GAUGE PRE-FINISHED GALVANIZED

NEW CONTINUOUS HIGH TEMPERATURE SEALANT

EXISTING HOT STACK (CLEAN PRIME, AND PAINT PRIOR TO

FLASHING INSTALLATIONS)

NEW STAINLESS STEEL DRAW BAND

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

NEW 60 MIL TPO FLASHING MEMBRANE FLASHING - SEE SPECIFICATIONS

SUSPECTED WOOD NAILERS TO REMAIN - REPLACE DAMAGED

/ DETERIORATED AS REQUIRED

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

NEW PLATES AND FASTENERS ATTACHED AT 12" O.C. MAX

3/32"=1'-0"1/32"=1'-0" 1/16"=1'-0" 48'0 16' 32' 4'0 8' 16' 24'

1/4"=1'-0"1/8"=1'-0" 0 4' 16'8' 0 4' 8' 12'

3/8"=1'-0" 1/2"=1'-0" 6'0 2' 4' 0 3'1' 2' 4' 6"0 1'

6"=1'-0" 1.5'

3/4"=1'-0" 1"=1'-0" 3'2' 0 6" 1' 2' 3"0 6" 1'9"

1 1/2"=1'-0" 3"=1'-0" 0 3" 6" 9" 1' 1"0 2" 6"4"3" 5"

12"=1'-0" 2"0 1" 3" 0 1" 1.5"

ARCHITECTS,PC

RRMM

PR

OJ

EC

T

DA

TE

DE

SI

GN

ED

DR

AW

N

CH

EC

KE

D

M

AR

K

RE

VI

SI

ON

S

DA

TE

BY

DE

SC

RI

PT

IO

N

SHEET

PR

OJ

EC

T

DR

AW

IN

G

115 South Street, Suite 202 Richmond, Virginia 23219

(804)277-8987

1-0

KJ

G

BM

J

BM

J

/1

5/

PA

M U

N

KE

Y R

EG

IO

N

AL

J

AI

L

C

OU

RT

LA

ND

F

AR

M

RO

AD

HA

NO

VE

R, V

IR

GI

NI

A

HA

NO

VE

R

CO

UN

TY

TH

E

PA

MU

NK

EY

R

EG

IO

NA

L J

AI

L A

UT

HO

RI

TY

FI

LE

N

AM

E:

C

:\U se rs \b jo ne s\ Ap pD at a\ Lo ca l\T em p\

Ac Pu bl is h_

\0

- R oo f D et ai ls .d w g

L

AY

O U

T N

AM

E:

A 2.

P

LO

TT

ED

: M on da y, J un e

, 2

- 1 2:

pm

1 2 3 4 5

A

B

C

D

E

1 2 3 4 5

A

B

C

D

E

RE

CO

RD

D

RA

W

IN

GS

RO

OF

C

ON

SU

LT

IN

G

SE

RV

IC

ES

, IN

C

P.

O.

B

OX

RI

CH

MO

ND

, V

IR

GI

NI

A

(8

) 5

-0

* S

UR

VE

YS

SP

EC

IF

IC

AT

IO

NS

IN

SP

EC

TI

ON

S

NEW TERMINATION BAR MECHANICALLY ATTACHED AT 8" O.C. MAX.

NEW TERMINATION BAR MECHANICALLY ATTACHED AT 8" O.C. MAX.

NEW TERMINATION BAR MECHANICALLY ATTACHED AT 8" O.C. MAX. NEW TERMINATION BAR MECHANICALLY ATTACHED AT 8" O.C. MAX.

EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER

MANUFACTURERS REQUIREMENTS (SEE SPECIFICATIONS) - CUT EXISTING

FLASHINGS BACK A MINIMUM OF 6"

EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER

MANUFACTURERS REQUIREMENTS (SEE SPECIFICATIONS) - CUT EXISTING

FLASHINGS BACK A MINIMUM OF 6"

EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER

MANUFACTURERS REQUIREMENTS (SEE SPECIFICATIONS) - CUT EXISTING

FLASHINGS BACK A MINIMUM OF 6"

EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER

MANUFACTURERS REQUIREMENTS (SEE SPECIFICATIONS) - CUT EXISTING

FLASHINGS BACK A MINIMUM OF 6"

EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER

MANUFACTURERS REQUIREMENTS (SEE SPECIFICATIONS) - CUT EXISTING

FLASHINGS BACK A MINIMUM OF 6"EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER

MANUFACTURERS REQUIREMENTS (SEE SPECIFICATIONS) - CUT EXISTING

FLASHINGS BACK A MINIMUM OF 6"

EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER

MANUFACTURERS REQUIREMENTS (SEE SPECIFICATIONS) - CUT EXISTING

FLASHINGS BACK A MINIMUM OF 6"

EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER

MANUFACTURERS REQUIREMENTS (SEE SPECIFICATIONS) - CUT EXISTING

FLASHINGS BACK A MINIMUM OF 6"

EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER

MANUFACTURERS REQUIREMENTS (SEE SPECIFICATIONS) - CUT EXISTING

FLASHINGS BACK A MINIMUM OF 6"

NEW TERMINATION BAR MECHANICALLY ATTACHED AT 8" O.C. MAX.

NEW 60 MIL TPO FLASHING MEMBRANE NEW 60 MIL TPO FLASHING MEMBRANE

NEW 60 MIL TPO FLASHING MEMBRANE

NEW 60 MIL TPO FLASHING MEMBRANE

NOTE:

· SECURE MEMBRANE TO DECK WITH NEW PLATES FASTENERS PER MANUFACTURES REQUIREMENTS

NOTE:

· SECURE MEMBRANE TO DECK WITH NEW PLATES FASTENERS PER MANUFACTURES REQUIREMENTS

NOTE:

· SECURE MEMBRANE TO DECK WITH NEW PLATES FASTENERS PER MANUFACTURES REQUIREMENTS

NEW 1/2" GYPSUM WALL BOARD - ATTACHED AT 24" O.C. MAX NEW 1/2" GYPSUM WALL BOARD - ATTACHED AT 24" O.C. MAX

NEW 1/2" GYPSUM WALL BOARD - ATTACHED AT 24" O.C. MAX

NEW 1/2" GYPSUM WALL BOARD - ATTACHED AT 24" O.C. MAX

NEW 1/2" GYPSUM WALL BOARD - ATTACHED AT 24" O.C. MAX

GENERAL PROJECT NOTE THIS SHEET

1. REFER TO ALL CONTRACT DRAWINGS, SPECIFICATIONS AND SUBSEQUENT

ADDENDA(S) FOR ADDITIONAL INFORMATION AND REQUIREMENTS.

NOTES:

· CONTRACTOR TO PROVIDE NEW BUILT-UP EXTERIOR GRADE SOLID 2X NEW WOOD NAILERS AS REQUIRED TO ENSURE

MINIMUM 8" FLASHING HEIGHT IS MAINTAINED

· WHERE CURB CAPS CAN BE REMOVED AND REINSTALLED - MEMBRANE FLASHING SHALL EXTEND UP AND OVER CURB

THEN BE NAILED OFF AT 8" O.C. MAX. - NEW SKIRT METAL CAN BE ELIMINATED AT THESE LOCATIONS

· CURBS TO BE FLASHED PER DETAILS 1A-1E AS EXISTING CONDITIONS ARE REVEALED

NOTES:

· CONTRACTOR TO PROVIDE NEW BUILT-UP EXTERIOR GRADE SOLID 2X NEW WOOD NAILERS AS REQUIRED TO ENSURE

MINIMUM 8" FLASHING HEIGHT IS MAINTAINED

· WHERE CURB CAPS CAN BE REMOVED AND REINSTALLED - MEMBRANE FLASHING SHALL EXTEND UP AND OVER CURB

THEN BE NAILED OFF AT 8" O.C. MAX. - NEW SKIRT METAL CAN BE ELIMINATED AT THESE LOCATIONS

· CURBS TO BE FLASHED PER DETAILS 1A-1E AS EXISTING CONDITIONS ARE REVEALED

NOTES:

· CONTRACTOR TO PROVIDE NEW BUILT-UP EXTERIOR GRADE SOLID 2X NEW WOOD NAILERS AS REQUIRED TO ENSURE

MINIMUM 8" FLASHING HEIGHT IS MAINTAINED

· WHERE CURB CAPS CAN BE REMOVED AND REINSTALLED - MEMBRANE FLASHING SHALL EXTEND UP AND OVER CURB

THEN BE NAILED OFF AT 8" O.C. MAX. - NEW SKIRT METAL CAN BE ELIMINATED AT THESE LOCATIONS

· CURBS TO BE FLASHED PER DETAILS 1A-1E AS EXISTING CONDITIONS ARE REVEALED

NOTES:

· CONTRACTOR TO PROVIDE NEW BUILT-UP EXTERIOR GRADE SOLID 2X NEW WOOD NAILERS AS REQUIRED TO ENSURE

MINIMUM 8" FLASHING HEIGHT IS MAINTAINED

· WHERE CURB CAPS CAN BE REMOVED AND REINSTALLED - MEMBRANE FLASHING SHALL EXTEND UP AND OVER CURB

THEN BE NAILED OFF AT 8" O.C. MAX. - NEW SKIRT METAL CAN BE ELIMINATED AT THESE LOCATIONS

· CURBS TO BE FLASHED PER DETAILS 1A-1E AS EXISTING CONDITIONS ARE REVEALED

A2.1 N.T.S.

WOOD SLEEPER

SCALE:

A2.1 N.T.S.

SKYLIGHT

SCALE:

A2.1 N.T.S.

CAPPED CURB

SCALE:

A2.1 N.T.S.

ROOF DRAIN

SCALE:

A2.1 N.T.S.

OVERFLOW SCUPPER

SCALE:

A2.1 N.T.S.

PARAPET WALL

SCALE:

A2.1 N.T.S.

ROOF TO WALL EXPANSION JOINT

SCALE:

A2.1 N.T.S.

ROOF TO ROOF EXPANSION JOINT

SCALE:

A2.1 N.T.S.

CONDUIT CHASE

A2.1

EXISTING SKYLIGHT CURB - CONFIGURATION MAY VARY

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

EXISTING WOOD NAILERS TO REMAIN - REPLACE DAMAGED /

DETERIORATED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

NEW PLATES AND FASTENERS ATTACHED AT 12" O.C. MAX

NEW 60 MIL TPO FLASHING MEMBRANE

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

EXISTING CAPPED CURB TO REMAIN - CONFIGURATION MAY

VARY - REPLACE DAMAGED / DETERIORATED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

NEW PLATES AND FASTENERS ATTACHED AT 12" O.C. MAX

NEW 60 MIL TPO FLASHING MEMBRANE TO COMPLETELY

ENCAPSULATE EXISTING CAPPED CURB

EXISTING SKYLIGHT TO REMAIN

NEW SURFACE MOUNTED COUNTER FLASHING MEMBRANE - SLIDE VERTICAL

FLANGE OF COUNTER FLASHING BEHIND EXISTING CURB COUNTER FLASHING /

CAP AND MECHANICALLY ATTACH AT 8" O.C. MAX.

NEW FOUR DIRECTIONAL METAL CAP FASTENED TO CURB AT 8"

O.C. WITH HEX HEAD FASTENERS WITH SEALING WASHERS

NEW METAL

CAULKING

RIVETS 4" O.C.

BUTYL SEALANT

FASTENER

FASTENER

CAULKING

A

A

OUTSIDE SLEEVE

NEW 60 MIL TPO STRIPPING MEMBRANE

NEW TPO COATED SCUPPER SLEEVE TO MATCH EXISTING SIZE

24 GAUGE MINIMUM FASTEN INTO EXISTING WALL

NEW PLATES AND FASTENERS ATTACHED AT 12" O.C. MAX

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

EXISTING WOOD SLEEPERS SHALL BE WRAPPED/ ENCAPSULATED

IN TPO MEMBRANE - REPLACE DETERIORATED WOOD AS

REQUIRED

NEW TPO SLIP SHEET TO EXTEND 6" BEYOND SLEEPERS IN ALL

DIRECTIONS

EXISTING ROOF TOP UNIT TO REMAIN

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

NEW PLATES AND FASTENERS ATTACHED AT 12" O.C. MAX

NEW 60 MIL TPO FLASHING MEMBRANE UP AND OVER PARAPET

AND COVER THE EXISTING WOOD NAILER

EXISTING MASONRY WALL

EXISTING WOOD NAILER TO REMAIN - REPLACE DAMAGED AS

REQUIRED (SEE PROJECT SPECIFICATIONS)

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

NEW PLATES AND FASTENERS ATTACHED AT 12" O.C. MAX

NEW 60 MIL TPO FLASHING MEMBRANE UP AND OVER AND COVER THE

EXISTING WOOD NAILER

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

NEW WATER CUT-OFF MASTIC INSTALLED BETWEEN DRAIN

BOWL AND NEW TPO MEMBRANE

NEW CLAMPING RING WITH NEW BOLTS

NEW DRAIN BASKET

EXISTING DRAIN BOWL TO REMAIN - REPLACE AS REQUIRED

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

NEW PLATES AND FASTENERS ATTACHED AT 12" O.C. MAX

3/32"=1'-0"1/32"=1'-0" 1/16"=1'-0" 48'0 16' 32' 4'0 8' 16' 24'

1/4"=1'-0"1/8"=1'-0" 0 4' 16'8' 0 4' 8' 12'

3/8"=1'-0" 1/2"=1'-0" 6'0 2' 4' 0 3'1' 2' 4' 6"0 1'

6"=1'-0" 1.5'

3/4"=1'-0" 1"=1'-0" 3'2' 0 6" 1' 2' 3"0 6" 1'9"

1 1/2"=1'-0" 3"=1'-0" 0 3" 6" 9" 1' 1"0 2" 6"4"3" 5"

12"=1'-0" 2"0 1" 3" 0 1" 1.5"

ARCHITECTS,PC

RRMM

PR

OJ

EC

T

DA

TE

DE

SI

GN

ED

DR

AW

N

CH

EC

KE

D

M

AR

K

RE

VI

SI

ON

S

DA

TE

BY

DE

SC

RI

PT

IO

N

SHEET

PR

OJ

EC

T

DR

AW

IN

G

115 South Street, Suite 202 Richmond, Virginia 23219

(804)277-8987

1-0

KJ

G

BM

J

BM

J

/1

5/

PA

M U

N

KE

Y R

EG

IO

N

AL

J

AI

L

C

OU

RT

LA

ND

F

AR

M

RO

AD

HA

NO

VE

R, V

IR

GI

NI

A

HA

NO

VE

R

CO

UN

TY

TH

E

PA

MU

NK

EY

R

EG

IO

NA

L J

AI

L A

UT

HO

RI

TY

FI

LE

N

AM

E:

C

:\U se rs \b jo ne s\ Ap pD at a\ Lo ca l\T em p\

Ac Pu bl is h_

\0

- R oo f D et ai ls .d w g

L

AY

O U

T N

AM

E:

A 2.

P

LO

TT

ED

: M on da y, J un e

, 2

- 1 2:

pm

1 2 3 4 5

A

B

C

D

E

1 2 3 4 5

A

B

C

D

E

RE

CO

RD

D

RA

W

IN

GS

RO

OF

C

ON

SU

LT

IN

G

SE

RV

IC

ES

, IN

C

P.

O.

B

OX

RI

CH

MO

ND

, V

IR

GI

NI

A

(8

) 5

-0

* S

UR

VE

YS

SP

EC

IF

IC

AT

IO

NS

IN

SP

EC

TI

ON

S

NEW 115 MIL FLEECE BACK TPO MEMBRANE - SEE SPECIFICATIONS

EXISTING WOOD NAILERS TO REMAIN - REPLACE DAMAGED /

DETERIORATED AS REQUIRED

NEW PRE-MANUFACTURED CONDUIT CHASE - SEE SPECIFICATIONS

EXISTING STRUCTURAL CONCRETE DECK TO REMAIN - REPAIR/

REPLACE DAMAGED AS REQUIRED

NEW TERMINATION BAR MECHANICALLY ATTACHED AT 8" O.C. MAX.

EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER MANUFACTURERS

REQUIREMENTS (SEE SPECIFICATIONS) - CUT EXISTING FLASHINGS BACK A MINIMUM OF 6"

R O

O F

D

ET

AI

LS

NEW PRE-MANUFACTURED, ANSI/SPRI/FM 4435 ES-1 COMPLIANT, TESTED,

AND APPROVED METAL COPING TO BE INSTALLED PER THE

MANUFACTURER'S WRITTEN REQUIREMENTS

NEW PRE-MANUFACTURED, ANSI/SPRI/FM 4435 ES-1 COMPLIANT, TESTED,

AND APPROVED METAL COPING TO BE INSTALLED PER THE

MANUFACTURER'S WRITTEN REQUIREMENTS

EXISTING WOOD NAILERS TO REMAIN - REPLACE DAMAGED /

DETERIORATED AS REQUIRED

NEW 115 MIL TPO MEMBRANE DRAPED INTO VOID BETWEEN

EXISTING VERTICAL NAILER MECHANICALLY ATTACHED AT 8"

O.C. MAX. - FILL VOID OF NEW TPO DRAPE WITH NEW BATT

INSULATION

NEW NEOPRENE TUBE SHALL BE APPROXIMATELY ONE HALF (1/2")

LARGER THAN OPENING INSTALLED ATOP NEW TPO CRADLE -

MECHANICALLY ATTACH NEW TPO CRADLE AT 8" O.C. MAX.

NEW 115 MIL TPO FLASHING MEMBRANE TO ENCAPSULATE NEW

EXPANSION JOINT DETAILING

EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER

MANUFACTURERS REQUIREMENTS (SEE SPECIFICATIONS) - CUT EXISTING

FLASHINGS BACK A MINIMUM OF 6"

EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER

MANUFACTURERS REQUIREMENTS (SEE SPECIFICATIONS) - CUT EXISTING

FLASHINGS BACK A MINIMUM OF 6"

EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER

MANUFACTURERS REQUIREMENTS (SEE SPECIFICATIONS) - CUT EXISTING

FLASHINGS BACK A MINIMUM OF 6"

EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER

MANUFACTURERS REQUIREMENTS (SEE SPECIFICATIONS) - CUT

EXISTING FLASHINGS BACK A MINIMUM OF 6"

EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER

MANUFACTURERS REQUIREMENTS (SEE SPECIFICATIONS) - CUT EXISTING

FLASHINGS BACK A MINIMUM OF 6"

EXISTING ROOF SYSTEM TO REMAIN, MEMBRANE TO BE DISABLED PER

MANUFACTURERS REQUIREMENTS (SEE SPECIFICATIONS) - CUT EXISTING

FLASHINGS…