5-20260623-Mt Bethel-Sealed Arch Set.pdf

EXISTING MULTI-PURPOSE ROOM

EXISTING BUILDING

EXISTING ENGINE ROOM

EXISTING PARKING LOT

NORTH DELAWARE DRIVE

AREA OF WORK:

NEW CONSTRUCTION PHASE 1

AREA OF WORK:

NEW CONSTRUCTION PHASE 2

AREA OF

RENOVATION

1 HOUR FIRE-RETARDANT

PLYWOOD EXTENDS 4'-0"

PAST FIRE WALL

2 HOUR

FIREWALL

SEPARATION

LEGEND

'-9

/8

(10

'-0 " M

IN

EX.

SIREN

TOWER

PHASE 2 AREA OF

WORK: 740 SF

AREA OF WORK:

RENOVATION PHASE 1

NEW ACCESSIBLE ENTRANCE

PHASE 1PHASE 2

PHASE 1

PHASE 1 AREA OF

WORK: 1,000 SF

EXISTING PARKING LOT

EXISTING ACCESSIBLE ENTRANCE

EXISTING PLANTING BED

NORTH DELAWARE DRIVE

APPROXIMATE SEPTIC

FIELD LOCATION

1'-

6"

TO

S

EP

TI

C

FIE

LD

62'-10 7/8"

TO PROPERTY LINE

5'

-1

/1 6"

TO

P

RO

PE

RT

Y

LIN

E

PRO

PERTY LIN

E

PRO

PERTY LIN

E

PROPERTY LINE

PRO

PERTY LIN

E

SITE PLAN IS ILLUSTRATIVE ONLY

PROJECT

INFORMATION

A1.1

Pennsylvania One Call System, Inc.

811 or 1-800-242-1776 Address:

925 Irwin Run Road West Mifflin PA 15122 Hours:

24 / 7

Advance Notice:

Construction phase - 3 to 10 business days;

Design phase - 10 to 90 business days Number of days in advance of a digging project that you need to notify the one call center of your intent to dig.

Marks Valid:

as long as equipment is kept on site Defines the period of time the facility marks

(paint, flags, stakes, etc.) are valid according to state law or practice.

N GENERAL

PROJECT NOTES

SITE PLAN

LOCATION MAPONE CALL

ARCHITECTURAL

A1.1 PROJECT INFORMATION

A1.2 LIFE SAFETY PLAN

A1.3 DEMOLITION PLAN

A2.1 FLOOR PLANS

A2.2 FLOOR PLANS PHASE 2

A2.3 ROOF PLAN

A2.4 ROOF DETAILS

A2.5 PLAN DETAILS

A2.6 ACCESSIBILITY & DETAILS

A3.1 EXTERIOR ELEVATIONS

A4.1 SECTIONS

A6.1 DOORS & WINDOWS

A7.1 FINISHES

A7.2 REFLECTED CEILING PLAN

DRAWING INDEX

N

PLAN NORTHACTUAL NORTH

1. ALL WORK SHALL CONFORM TO ALL ORDINANCES AND CODES AS ADOPTED AND AMENDED BY THE MUNICIPALITY. THE CONTRACTOR SHALL BE RESPONSIBLE FOR IDENTIFICATION AND COMPLIANCE WITH ALL CODES AND ORDINANCES APPLICABLE TO THIS WORK.

2. INSTALL ALL PRODUCTS IN ACCORDANCE WITH MANUFACTURER SPECIFICATIONS AND RECOMMENDATIONS, AND IN ACCORDANCE WITH

INDUSTRY STANDARDS AND BUILDING CODE.

3. CONTRACTOR SHALL BE RESPONSIBLE FOR SECURING AND PAYING FOR ALL PERMITS AND FEES REQUIRED FOR THE WORK.

4. CONTRACTOR SHALL PROVIDE DUMPSTER ON SITE FOR DISPOSAL OF ALL EXCESS MATERIALS AND WASTE. CONTRACTOR SHALL BE RESPONSIBLE FOR

KEEPING THE JOB SITE CLEAN AND ORDERLY ON A DAILY BASIS AND PLACING ALL EXCESS MATERIALS AND WASTE IN THE DUMPSTER.

5. ALL INTERIOR DIMENSIONS ARE TAKEN TO FACE OF STUD UNLESS NOTED OTHERWISE. ALL EXTERIOR DIMENSIONS ARE TAKEN TO FACE STUD UNLESS

OTHERWISE NOTED.

6. THE OMISSION OF EXPRESSED REFERENCE IN THE DRAWINGS TO ANY ITEM OF LABOR OR MATERIAL NECESSARY FOR THE PROPER EXECUTION OF THE

WORK IN ACCORDANCE WITH PRESENT GOOD PRACTICE OF THE TRADE SHALL NOT RELIEVE THIS CONTRACTOR FROM PROVIDING, AT NO COST, SUCH ADDITIONAL LABOR AND MATERIALS UNDER THIS CONTRACT.

7. PROVIDE TEMPORARY CLOSURES, COVERS AND BARRIERS AS REQUIRED TO MAINTAIN SECURITY; TO PREVENT AIR, DUST AND WATER INFILTRATION; TO RETARD HEAT LOSS OR GAIN AS THE SEASON DICTATES; AND TO PROTECT PERSONS, THE WORK, THE OWNER'S PROPERTY AND THE

PROPERTY OF OTHERS.

8. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATION OF ALL WORK PERFORMED BY ALL TRADES, INCLUDING WORK BY CONSULTANTS, CONTRACTORS AND SUBCONTRACTORS SELECTED BY THE OWNER. REFER TO OUTLINE SPECIFICATIONS FOR WORK BEING PROVIDED UNDER SEPARATE CONTRACTS BY CONSULTANTS, CONTRACTORS AND SUBCONTRACTORS SELECTED BY THE OWNER.

9 ALL GLASS WITHIN THE DOORS SHALL BE TEMPERED; ALL GLASS W/ A VERTICAL EDGE WITHIN 24” ARC OF A DOOR SWING NEEDS TO BE TEMPERED

GLASS UNIT. SEE DOOR + WINDOW DETAILS FOR ANY ADDITIONAL REQUIREMENTS.

10. ELECTRICAL EQUIPMENT AND WIRING IN NEWLY INSTALLED PARTITIONS AND CEILINGS SHALL COMPLY WITH ALL APPLICABLE REQUIREMENTS OF NFPA 70 AND THE INTERNATIONAL ELECTRICAL CODE. INFORMATION RELATED TO ELECTRICAL WORK IS ILLUSTRATIVE ONLY TO GIVE GENERAL LOCATIONS OF SPECIFIC FIXTURES OUTLETS/DATA CONNECTIONS/PHONE JACKS, ETC. A COMPLETE DESIGN SHALL BE DEVELOPED BY GC'S

ELECTRICAL ENGINEER/DESIGNER FOR PERMITTING PURPOSES.

11. OCCUPIABLE SPACE IN ANY WORK AREA SHALL BE PROVIDED WITH NATURAL OR MECHANICAL VENTILATION IN ACCORDANCE WITH THE

INTERNATIONAL MECHANICAL CODE.

12. CONTRACTOR IS RESPONSIBLE FOR SITE SAFETY. PROVIDE TEMPORARY CLOSURES, COVERS AND BARRIERS AS REQUIRED TO MAINTAIN SECURITY; TO PREVENT AIR, DUST AND WATER INFILTRATION; TO RETARD HEAT LOSS OR GAIN AS THE SEASON DICTATES; AND TO PROTECT PERSONS, THE WORK, THE OWNER'S PROPERTY AND THE PROPERTY OF OTHERS.

13. ALL NEWLY INSTALLED GWB MUST BE GREENGUARD GOLD CERTIFIED OR HAVE ZERO GRAMS PER LITER OF VOCS.

14. NEW INSULATION SPECIFICATIONS (THERMAL, ACOUSTICAL AND HVAC):

A. SHALL CONTAIN RECOVERED MATERIALS AS REQUIRED BY EPA'S CPG AND RELATED RECYCLED CONTENT RECEMMENDATIONS.

B. NO INSULATION INSTALLED WITH THIS PROJECT SHALL BE MATERIAL MANUFACTURED USING CHLOROFLUOROCARBONS (CFCS), NOR SHALL CFCS

BE USED IN THE INSTALLATION OF THE PRODUCT.

C. ALL INSULATION CONTAINING FIBROUS MATERIALS EXPOSED TO AIR FLOW SHALL BE RATED FOR THAT EXPOSURE OR SHALL BE

ENCAPSULATED.

D. INSULATING PROPERTIES FOR ALL MATERIALS SHALL MEET OR EXCEED APPLICABLE INDUSTRY STANDARDS. POLYSTYRENE PRODUCTS SHALL MEET

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM) C578 91.

E. ALL INSULATION SHALL BE LOW EMITTING WITH NOT GREATER THAN .05 PPM FORMALDEHYDE EMISSIONS.

F. THE MAXIMUM FLAME SPREAD AND SMOKE DEVELOPED INDEX FOR INSULATION SHALL MEET THE REQUIREMENTS OF THE APPLICABLE

LOCAL CODES AND ORDINANCES (CURRENT AS OF THE LEASE AWARD DATE) ADOPTED BY THE JURISDICTION IN WHICH THE BUILDING IS

LOCATED.

3515 Sunnyside Road Center Valley, PA 18034

T: 610-297-0140 E: sam@scf-arch.com These documents are instruments of the Architect's service for use solely with respect to this project.

The Architect shall retain all common law, statutory and other reserved rights, including the copyright.

They are not to be used for any purpose by any other party outside of the scope of this work without the specific written consent of the Architect.

L LC

STRUCTURAL ENGINEER OF RECORD:

101 NORTH QUEBEC STREET

ALLENTOWN, PA, 18109)

610-437-0978 bcohen@baseeng.com

M O

U N

T

BE

TH

EL

F

IR

E

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T O

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XI

ST

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C

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PA

N

Y

N or th

D el aw ar e Dr iv e, M t.

Be th el , P

A

U pp er M ou nt

B et he l, N or th am pt on

C ou nt y

ARCHITECT OF RECORD:

Samantha Ciotti Falcone

AIA, LEED AP

DRAWN BY:

BID DOCUMENTS

6/23/2026

REV1

REV2

OWNER:

Mt. Bethel Fire Co.

ML, SCF

BARRY ISETT & ASSOCIATES

570-688-8268 dalehandelong@hotmail.com

MEP ENGINEER OF RECORD:

5420 Crackersport Rd Allentown, PA 18104

610-437-0978 EMAIL: dhorsfield@barryisett.com

BASE ENGINEERING

2341 North Delaware Drive, Mt Bethel, PA 18343 Upper Mount Bethel Twp., Northampton County

OVERALL SITE PLAN (N.T.S.)

9.75 ACRES

STRUCTURAL

S1.1 STRUCTURAL NOTES

S1.2 STRUCTURAL PLANS

MECHANICAL

M0.0 MECHANICAL INFORMATION SHEET

M1.1 PARTIAL FLOOR PLAN - MECHANICAL

M1.2 PARTIAL ROOF PLAN - MECHANICAL

M3.0 MECHANICAL DETAILS & SCHEDULES

M4.0 MECHANICAL SPECIFICATIONS

MD1.1 PARTIAL FLOOR PLAN - MECHANICAL DEMO

ELECTRICAL

E0.0 ELECTRICAL INFORMATION SHEET

E1.1 PARTIAL FLOOR PLAN - LIGHTING

E2.1 PARTIAL POWER PLAN - POWER

E2.2 PARTIAL ROOF PLAN - POWER

E3.0 ELECTRICAL DETAILS & SCHEDULES

E4.0 ELECTRICAL SPECIFICATIONS

ED1.1 PARTIAL FLOOR PLAN DEMOLITION - POWER

PLUMBING

P0.0 PLUMBING INFORMATION SHEET

P1.1 PARTIAL FLOOR PLAN - DOMESTIC WATER

P2.1 PARTIAL FLOOR PLAN - SANITARY

P3.0 PLUMBING DETAILS & SCHEDULES

P4.0 PLUMBING SPECIFICATIONS

CORRIDOR

EXISTING SIREN

POLES

EXISTING

KITCHEN

EXISTING

BOILER

EXISTING

OFFICE

ACCESSIBLE

CHANGING

MEN

WOMEN

EXISTING SHED

NURSING/

CHANGING

2 HOUR FIRE WALL

EXISTING

MULTI-PURPOSE ROOM

EXISTING DOORS

MUST ACHIEVE A

90-MIN FIRE

RATING OR MUST

BE REPLACED,

V.I.F.

90 MINUTE

DOOR EXISTING DOORS

MUST ACHIEVE A

90-MIN FIRE

RATING OR MUST

BE REPLACED,

V.I.F.

EXISTING

MULTI-PURPOSE

ROOM

540 OCCUPANTS

EXISTING

KITCHEN

EXISTING

KITCHEN

EXISTING

STORAGE

EXISTING

STORAGE

EXISTING MAIN

ENTRANCE

EXISTING GARAGE

EXISTING OFFICE EXISTING OFFICE

EXISTING CORRIDOR

EX

IS

TI

N

G

CO

RR

ID

O R

EX

IS

TI

N

G

CO

RR

ID

O R

1 HOUR RATED

CORRIDOR

MEN WOMEN

TABLE & CHAIR

STORAGE

635 SF

4' -0

1 H

O

UR

RA

TE

D

RO

O F

M

IN

2 H

OUR FIR

E W

ALL

4' -0

1 H

O

UR

RA

TE

D

RO

O F

'-7

/8

EXTRACTOR

ROOM

RENOVATED

EXISTING TOILET

ROOM (FOR FIRE

COMPANY USE)

CHANGING

CHANG-

ING

ACCESSIBLE

CHANGING

EXISTING

STORAGE

CHANGING

1'-6"

3' -4

/8

3'-0"

3' -0

3' -0

" M

IN

. C

LE

AR

RE

Q

UI

RE

D

CORRIDOR

RENOVATED

TOILET/EXTRACTOR ROOM

SIGN ON DOORS:

"NOT AN EXIT"

EX

MODELNUMBERTRADENAMEPRODUCTMATERIAL

MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL

MODELNUMBERTRADENAMEPRODUCTMATERIAL

EXISTING TABLES

EXISTING TABLES

EXISTING TABLES

EXISTING TABLES

EXISTING TABLES EXISTING TABLES

EXISTING TABLES

EXISTING TABLES

EXISTING TABLES

EXISTING TABLES

FE

EXISTING

BUILDING

NEW

CONSTRUCTION

EX

IS

TI

N

G

BU

ILD

IN

G N

EW

CO

N

ST

RU

CT

IO

N

EX FE

EX

FEEX

MODELNUMBERTRADENAMEPRODUCTMATERIAL

EX

EX

TRAVEL DISTANCE

EXIT "A"

EXIT "B"

148'-10" 99'-5"

200'-0" ALLOWED

EXIT "A"

EXIT "B" EXIT "C"

TRAVEL DISTANCE

EXIT "A"

163'-5"

200'-0" ALLOWED

EXIT "C"

86'-0"

LIFE SAFETY

PLAN

A1.2

BUILDING CODE SUMMARY

MOUNT BETHEL FIRE COMPANY

2341 NORTH DELAWARE DRIVE, MT. BETHEL, PA 18343

ASSEMBLY W/ ACCESSORY USE STORAGE + TOILETS - A2

UPPER MT. BETHEL TOWNSHIP

2021 IBC, 2021 IEBC, 2010 AMERICAN DISABILITY ACT

VB

35'-0" (EX) 1

FIRE HOUSE

X

ASSEMBLY A-3 (COMMUNITY HALL)

LIFE SAFETY PLAN

NORTHAMPTON

PROJECT SUMMARY

ADDITION TO EXISTING FIRE COMPANY. ADDITION WILL

HOUSE NEW REST ROOMS, CHANGING ROOMS, &

TABLE/CHAIR STORAGE FOR ATTACHED MULTI-PURPOSE

ROOM.

IT IS THE INTENTION OF THE FIRE COMPANY TO USE THE

ASSEMBLY SPACE & NEW TOILET ROOMS AS AN EMERGENCY

SHELTER WHEN THE NEED ARISES.

PHASE 1 ADDITION: 1195 SF

PHASE 2 ADDITION: 548 SF

TOTAL ADDITION: 1743 SF

NOTES:

2 HOUR FIRE SEPARATION PROVIDED BETWEEN EXISTING

ASSEMBLY SPACE & NEW ADDITION (ACCESSORY SPACE TO

EXISTING ASSEMBLY SPACE).

NEW ROOF WILL BE RATED WITHIN 4'-0" OF ATTACHMENT

TO EXISTING STRUCTURE TO AVOID EXTENDING FIRE WALL

30" ABOVE ROOF.

CORRIDOR WALLS: 1 HR RATED

CORRIDOR WIDTH: 5'-0"

EXITING FROM EXISTING MULTI-PURPOSE ROOM:

OCCUPANCY –

ASSEMBLY:A-2

BANQUET HALL /MPR AREA: 8100 SF

0.2”PER OCCUPANT REQ'D FOR EGRESS

8,100 SF(MPR) / 15 SF (TABLES AND CHAIRS)=540

540 OCCUPANTS = 108" OF EGRESS WIDTH CAPACITY REQ'D

OR (3) 36” DOORS MEET THIS CAPACITY.

144" OR EGRESS WIDTH OR (6) 36" DOORS PROVIDED

20'-0"

271 271

PROJECT DATA

Mixed Occupancy:

Secondary Occupancy:

Primary Occupancy:

Building Height:

Mezzanine:

Sprinklers:

Construction Type:

BUILDING DATA

Code Requirements to be Met:

Exception:

Number of Stories:

YesNoMixed Construction:

AlterationFit OutRenovationNew Construction

PrivateCity/County Code Enforcement Jurisdiction: Township:

County: Climate Zone:

Owned By:

Name of Project:

Reconstruction

Address:

Proposed Use:

Owner or Authorized Agent: Phone #:

Existing

Addition

YesNo Existing

YesNo Unlimited High Rise: YesNo

YesNo

SCF ARCHITECTURE 610-297-0140

OCCUPANCY LOAD:

REQUIRED PLUMBING FIXTURES: MALE / FEMALE OCCUPANTS

TOILETS: MALE: ____ REQUIRED/____ PROVIDED

FEMALE:_____REQUIRED/____ PROVIDED

LAVATORIES: MALE: ____ REQUIRED/____ PROVIDED

FEMALE:_____REQUIRED/____ PROVIDED

____ ADDITIONAL UNISEX PROVIDED

SERVICE SINK: _____ REQUIRED/_____ PROVIDED

DRINKING FOUNTAIN: ______ REQUIRED/____ PROVIDED

ACCESSIBLE TOILET FIXTURES: ______ REQUIRED/ _____ PROVIDED

ACCESSIBLE LAVATORIES: ______ REQUIRED/ _____ PROVIDED

ACCESSIBLE DRINKING

FOUNTAINS: ______ REQUIRED/ _____ PROVIDED

ACCESSIBLE TOILETS/URINALS: _____

ACCESSIBLE LAVATORIES: _____

EGRESS/EXITS: _____ REQUIRED/_____ PROVIDED

MAX. DEAD END HALLWAY:

_____ SF GROSS SPACE

____ SF/PERSON = ________ OCCUPANTS

FIRE EXTINGUISHERS REQUIRED @ ___________________

8121 ASSEMBLY (TABLES & CHAIRS)

15 541

NOT REQUIRED IN

NEW SPACE

3515 Sunnyside Road Center Valley, PA 18034

T: 610-297-0140 E: sam@scf-arch.com These documents are instruments of the Architect's service for use solely with respect to this project.

The Architect shall retain all common law, statutory and other reserved rights, including the copyright.

They are not to be used for any purpose by any other party outside of the scope of this work without the specific written consent of the Architect.

L LC

STRUCTURAL ENGINEER OF RECORD:

101 NORTH QUEBEC STREET

ALLENTOWN, PA, 18109)

610-437-0978 bcohen@baseeng.com

M O

U N

T

BE

TH

EL

F

IR

E

CO

AD

DI

TI

O N

T O

E

XI

ST

IN

G

FI

RE

C

O M

PA

N

Y

N or th

D el aw ar e Dr iv e, M t.

Be th el , P

A

U pp er M ou nt

B et he l, N or th am pt on

C ou nt y

ARCHITECT OF RECORD:

Samantha Ciotti Falcone

AIA, LEED AP

DRAWN BY:

BID DOCUMENTS

6/23/2026

REV1

REV2

OWNER:

Mt. Bethel Fire Co.

ML, SCF

BARRY ISETT & ASSOCIATES

570-688-8268 dalehandelong@hotmail.com

MEP ENGINEER OF RECORD:

5420 Crackersport Rd Allentown, PA 18104

610-437-0978 EMAIL: dhorsfield@barryisett.com

BASE ENGINEERING

AMERICAN NATIONAL STANDARDS INSTITUTE A117.1-2009

3 3

5% 25% 5% 33%

25% 30%

LEGEND

1 HOUR FIRE RATED PARTITION

2 HOUR FIRE WALL

EXIST SIGN WITH DIRECTIONAL ARROW

EXIT SIGN WITH EMERGENCY LIGHTS

AND BATTERY PAK

EMERGENCY LIGHTS WITH BATTERY PAK

DUAL HEAD

EMERGENCY LIGHTS W/ BATTERY PACK

SINGLE HEAD

EMERGENCY LIGHTS REMOTE HEADS

DUAL HEAD

EMERGENCY LIGHTS REMOTE HEADS

SINGLE HEAD

3 EXITS RE4UIRED

3 EXITS PROVIDED

5A

EXISTING

TOILET

ROOM

EXISTING SIREN

POLES

D1

EXISTING

KITCHEN

EXISTING

BANQUET HALL

EXISTING

MULTI-PURPOSE

ROOM

EXISTING

SNACK BOOTH

EXISTING

MECHANICAL EXISTING

GARAGE

EXISTING

OFFICE

EXISTING

MEETING ROOM

EXISTING

STORAGE

EXISTING

ENGINE ROOM

EXISTING

TOILET ROOM

EXISTING SHED

EXISTING

OFFICE

EXISTING

BOILER

D9

D8

D4 D7

D5

D4

D3

D2

3'-4"51'-3" 10'-9 3/4" 9'-4"

5' -2

/4

5'

-4 1/

2"

EX

EX EX

EX

EXEX

EX

EXEX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

EX

D6 D10

D7

EX

V.

I.F

14'-6 5/8" 3'-4" 19'-3 7/16" 6'-8 5/8"

EX

EX

D14

D15

EXISTING SIREN

POLES

D1

MODELNUMBERTRADENAMEPRODUCTMATERIAL

MODELNUMBERTRADENAMEPRODUCTMATERIAL

D13

D11 D12

MODELNUMBERTRADENAMEPRODUCTMATERIAL

EX

D14

DEMOLITION

PLAN

A1.3

SCALE:1 PHASE 1 - DEMOLITION PLAN

1/8"=1'-0"

EXISTING STUD WALL

TO BE REMOVED

A. PRIOR TO COMMENCING DEMOLITION

WORK, CONTRACTORS SHALL REVIEW WITH

THE ARCHITECT AND THE OWNER, THE

EXTENT OF ALL DEMOLITION WORK IN

ORDER TO CONFIRM THE CONTRACTORS'

UNDERSTANDING OF THE SCOPE OF WORK

B. IT SHALL BE THE CONTRACTORS SOLE

RESPONSIBILITY TO ACCOMPLISH THE

DEMOLITION IN A SAFE, ORDERLY AND

CAREFUL MANNER. ACCORDINGLY, THE

CONTRACTORS' RESPONSIBILITIES INCLUDE

BUT ARE IN NO WAY LIMITED TO,

EQUIPMENT, BARRICADES & SHORING,

LIGHTING, FIRE PROTECTION, AND THE

PROTECTION OF ADJOINING PROPERTIES,

YARDS, SIDEWALKS, STREETS, PUBLIC

SAFETY

C. USE ALL MEANS NECESSARY TO CONTROL

DUST ON OR NEAR THE WORK.

D. STRUCTURAL COMPONENTS

ENCOUNTERED DURING THE COURSE OF

DEMOLITION WORK WHICH ARE NOT

INDICATED OR IDENTIFIED ON THE PLANS

SHALL REMAIN INTACT. NOTIFY THE

ARCHITECT AND STRUCTURAL ENGINEER,

WHO SHALL DETERMINE THE DISPOSITION

AND & ISSUE SUPPLEMENTARY

INSTRUCTIONS.

E. ALL NEARBY ELEMENTS WHOSE

STRUCTURAL INTEGRITY MAY BE AFFECTED

MUST BE PROPERLY PROTECTED, BRACED

AND SHORED. IF ADJACENT ITEMS

SCHEDULED TO REMAIN ARE DAMAGED,

THE CONTRACTOR MUST SATISFACTORILY

REPAIR OR REPLACE THE DAMAGED ITEM

AT NO ADDITIONAL COST TO THE OWNER.

ITEMS WHICH ARE TO BE RETAINED AND

WHICH ARE DESTROYED OR REMOVED

SHALL BE REPLACED AT THE EXPENSE OF

THE CONTRACTOR, IF THE LOSS OCCURS

DURING THE TIME THE CONTRACTOR IS

RESPONSIBLE.

F. WHEN NEW ELEMENTS ARE SPECIFIED TO

BE INSTALLED OR CONSTRUCTED, THE

EXISTING ELEMENTS IN THE WAY OF THE

NEW INSTALLATION OR CONSTRUCTION

MUST BE REMOVED.

G. REMOVE EXISTING MECHANICAL,

ELECTRICAL, AND PLUMBING FIXTURES,

EQUIPMENT AND ACCESSORIES,

DISTRIBUTION LINES, AND SERVICES TO THE

EXTENT REQUIRED FOR INSTALLATION OF

NEW COMPONENTS AND SYSTEMS. SUCH

REMOVAL SHALL BE ACCOMPLISHED BY

THE CONTRACTOR RESPONSIBLE FOR THAT

TRADE. PATCHING SHALL BE DONE BY THE

GENERAL CONTRACTOR UNLESS NOTED

OTHERWISE. PATCHING TO MATCH

SURROUNDING MATERIALS.

H. ALL DEBRIS MUST BE REMOVED IN ITS

ENTIRETY FROM THE FROM THE PROPERTY

AND DISPOSED OF IN A SAFE AND PROPER

MANNER. THIS INCLUDES, BUT IS NOT

LIMITED TO, EXPOSED MECHANICAL

ELEMENTS, HANGERS, FITTINGS, PLUMBING

FIXTURES, APPLIANCES AND EQUIPMENT

NOT SCHEDULED FOR RE-USE. CONDUCT

LOADING IN A CAREFUL MANNER TO KEEP

THE ROUTE TO THE DISPOSAL AREA FREE

OF DEBRIS. AT COMPLETION, CLEAN THE

AREA INVOLVED AND LEAVE IT IN A NEAT

CONDITION.

I. USE ALL MEANS NECESSARY TO CONTROL

DUST ON OR NEAR THE WORK.

J. RECYCLE ALL MATERIALS APPROPRIATELY

GENERAL

DEMOLITION NOTES

EXISTING WALL TO REMAIN

WALL LEGEND

3515 Sunnyside Road Center Valley, PA 18034

T: 610-297-0140 E: sam@scf-arch.com These documents are instruments of the Architect's service for use solely with respect to this project.

The Architect shall retain all common law, statutory and other reserved rights, including the copyright.

They are not to be used for any purpose by any other party outside of the scope of this work without the specific written consent of the Architect.

L LC

STRUCTURAL ENGINEER OF RECORD:

101 NORTH QUEBEC STREET

ALLENTOWN, PA, 18109)

610-437-0978 bcohen@baseeng.com

M O

U N

T

BE

TH

EL

F

IR

E

CO

AD

DI

TI

O N

T O

E

XI

ST

IN

G

FI

RE

C

O M

PA

N

Y

N or th

D el aw ar e Dr iv e, M t.

Be th el , P

A

U pp er M ou nt

B et he l, N or th am pt on

C ou nt y

ARCHITECT OF RECORD:

Samantha Ciotti Falcone

AIA, LEED AP

DRAWN BY:

BID DOCUMENTS

6/23/2026

REV1

REV2

OWNER:

Mt. Bethel Fire Co.

ML, SCF

BARRY ISETT & ASSOCIATES

570-688-8268 dalehandelong@hotmail.com

MEP ENGINEER OF RECORD:

5420 Crackersport Rd Allentown, PA 18104

610-437-0978 EMAIL: dhorsfield@barryisett.com

BASE ENGINEERING

GENERAL CONTRACTOR TO

DETERMINE FIRE-RATING OF EXISTING

DOORS. REPLACE DOOR & FRAMES IF

RATING IS LESS THAN 90 MIN.

REMOVE EXISTING TOILET.

TEMPORARILY CAP DRAIN & WATER

LINES (FOR NEW FIXTURE TO BE

REPLACED AT SAME LOCATION).

REMOVE EXISTING URINALS. CAP

DRAINS & WATER LINES

REMOVE EXISTING TOILET

PARTITIONS.

REMOVE EXISTING SINK.

TEMPORARILY CAP DRAIN & WATER

LINES (FOR NEW FIXTURE TO BE

REPLACED AT SAME LOCATION).

REMOVE EXISTING TOILETS. PLUMBER

TO DETERMINE WHICH

WATER/DRAIN LINES WILL BE

SCHEDULED FOR REUSE. LINES

SCHEDULED FOR REUSE SHALL BE

TEMPORARILY CAPPED. ALL OTHER

LINES TO BE PERMANENTLY

CAPPED/SEALED.

REMOVE PORTION OF EXISTING

WALL TO ACCOMMODATE NEW

DOOR.

REMOVE EXISTING RAMP & ALL OF

ITS COMPONENTS. PIPE HANDRAIL

TO BE SALVAGED FOR REUSE AS A

NEW GUARDRAIL AND A HANDRAIL

FOR STAIR

REMOVE EXISTING HVAC UNIT.

REMOVE EXISTING VANITY + SINKS,

CAP DRAIN + WATER LINES

REMOVE EXISTING LANDING AND

ALL SUPPORTING STRUCTURE BELOW

REMOVE PHASE 1 STAIR

REMOVE STUCCO FINISH AND ALL OF

ITS COMPONENTS FROM FACE OF

EXTERIOR SHEATHING. CLEAN FACE

OF SHEATHING, REMOVING ALL

DEBRIS AND LEAVING A SMOOTH

FINISH FOR PAINTING

REMOVE EXISTING GRASS, ASPHALT

AND RETAINING WALL FOR NEW

BUILDING FOOTPRINT

EXISTING EXHAUST VENT HERE,

REDIRECT VENTING TO EXTERIOR

DEMOLITION NOTES

D1

D2

D3

D4

D6

D7

D8

D4

D5

D9

D10

SCALE:2 PHASE 2 - DEMOLITION PLAN

1/8"=1'-0"

D11

D12

D13

D14

D15

LOWHIGH

EXISTING DOORS MUST ACHIEVE A

90-MIN FIRE RATING OR MUST BE

REPLACED, V.I.F.

5' -2

1/ 8"

ACCESSIBLE

CHANGING

ACCESSIBLE

SHOWER

MEN

103A 10 2A

1A

5A

WOMEN

'-9

/8

" V .I.F

(10

'-0 " M

IN

6'-4" 2'-1 1/2"

99'-10"

NURSING/

CHANGING

4A

EXISTING CMU

WALL, 2 HR RATED

EXISTING

MULTI-PURPOSE ROOM

ACCESSIBLE

SHOWER

EXISTING

STORAGE

A2.5

60'-0 5/8"

6'-0" 7'-3 5/8" 7'-9 3/4" 6'-7 1/2"

5'-5" 10'-4 5/8"7'-10 3/8" 6'-0" 6'-0" 5'-5 5/8"

4' -1

1 5 /8

CL

EA

R

HA

LL

W

AY

W

ID

TH

68'-6 1/8"

PHASE ONE

5' -6

/8

6'

-2 1/

4"

5' -1

1/ 4"

2' -0

5' -2

8' -2

1/ 4"

3' -4

/4

3' -0

5'

-2

/8

3' -4

1/ 2"

PHASE TWO PHASE ONE

'-7

4' -6

3'

-7

/8

1'- 1"

2' -4

/8

6' -6

3' -0

M

IN

CL

EA

R

5' -0

" C

LE

AR

B A4.1

CHANGING

SILL @ 6'-0" A.F.F. SILL @ 6'-0" A.F.F.

CORRIDOR

"FOLDING PARTITION"

(EXISTING)

3'-4"51'-3"

7A

106A

4" MAX.

MODELNUMBERTRADENAMEPRODUCTMATERIAL

MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL

1B

5' -3

/4

3/

8"

5' -1

SH

O

W

ER

X3

SH

O

W

ER

X3

5' -0

CO

N C.

PA

D

7'-0" CONC. PAD

A A4.1

PHASE 2 - 31'-3 7/8" - SEE SHEET A2.2

'-9

/8

NEW P.T. WOOD STAIR

11" TREADS, 7" MAX. RISERS,

NUMBER OF RISERS AS NEEDED

TO MEET EXISTING GRADE.

SALVAGE PIPE HANDRAIL FROM

EXISTING RAMP AS NEEDED TO

CONSTRUCT NEW GUARDRAIL

AND HANDRAIL FOR STAIR

5' -1

1 1 /2

'-9

/8

5' -2

1/ 2"

3'-0" 3'-11" 29'-3" 3'-11" 28'-5 1/8"

W1 W1 W1 W1

MODELNUMBERTRADENAMEPRODUCTMATERIAL

EX

B/A2.2

EXISTING SIREN

POLES

D1

U-1A

U-9A/B/C

DOWNSPOUT TO

UNDERGROUND

LEADER

GUTTER EXPANSION JOINT

TABLE & CHAIR

STORAGE

EXISTING DOORS MUST ACHIEVE A

90-MIN FIRE RATING OR MUST BE

REPLACED, V.I.F.

EXISTING SHED

'-9

/8

31'-4 1/2"

AREA OF WORK

4' -0

1-

HO

UR

FIR

E

RA

TE

D

RO

O F

A2.1

A2.1

31'-3 7/8"

PHASE TWO

8A

EXISTING

MULTI-PURPOSE ROOM

PHASE 1 - 68'-6 1/8"

2'-9 3/4"

D13

PHASE 2 ROOF

CONTINUOUS METAL FLASHINGLINE OF EXISTING WALL BELOW

SEE PHASE 1

ROOF PLAN ABOVE

FU

LL

Y

AD

HE

RE

D

EP

DM

SY

ST

EM

, C

AR

LIS

LE

S

UR

ES

EA

L O

R

EQ

UA

L

VA

:12

SL

O

PE

A2.3

A, B & C

A2.3

A

D11 D12

U-1A

U-3B

A7.1

A7.1

DURING EMERGENCY EVENT - THIS

ROOM SERVES FAMILIES WITH PETS

THAT REQUIRE SHELTER

MAX. OCCUPANCY 25 PEOPLE

- OWNER SUPPLIED

CRATES/KENNELS CAN BE

STACKED ALONG WALLS

- TEMPORARY DIVIDING

PARTITIONS CAN BE PROVIDED

FOR VISUAL SEPARATION OF

ANIMALS WHEN REQUIRED

D14

ACT CEILING @ 8'-0" AFF

CONTINUOUS P.T. BOTTOM PLATE

MECHANICALLY FASTENED TO

FOUNDATION/SLAB

FLOORING & BASE

(SEE FINISH SCHEDULE)

EXTEND STUD/GWB TO ROOF

STRUCTURE ABOVE, BRACE WHERE

REQUIRED

2X4 WD OR MTL STUD PARTITION

1 HOUR RATINGP2

RATED CORRIDOR SIDE

1 LAYER, 5/8" TYPE "X" GWB (BOTH

SIDES)

(RATED SIDE). SEE FINISH SCHEDULE

FOR FINISHES.

2X4 WD OR MTL STUD PARTITION

1 HOUR RATING & SOUND ATTENUATION BATTSP2A

FIRE CAULKING

FIRE CAULKING

CONTINUE GWB TO UNDERSIDE OF

ROOF DECK ABOVE

1 HOUR RATED TO DECK

CONTINUOUS P.T. BOTTOM PLATE,

MECHANICALLY FASTENED TO

FOUNDATION

NEUTRAL SILICONE

SEALANT TO MATCH WALL FINISH

P2A: SOUND ATTENUATION BATTS

1 LAYER, 5/8" GWB

2X4 WOOD OR METAL STUD @ 16" O.C.

SEE WALL FINISH OPTIONS BELOW

TRIM AT TOP OF WALL AS REQUIRED BY

SELECTED FINISH MATERIAL'S

MANUFACTURER INSTALLATION

REQUIREMENTS

(SEE WALL FINISH OPTIONS BELOW)

NEUTRAL SILICONE

SEALANT TO MATCH WALL FINISH

TOILET ROOM SIDE

2X4 WOOD OR METAL STUD

IMPERVIOUS FINISH ONE SIDE W/ SOUND

ATTENUATION BATTS

P3A

FLOORING & BASE

(SEE FINISH SCHEDULE)

NON-RATED

1 LAYER, 5/8" MRGWB

2X4 WOOD STUD PARTITION

W/SOUND ATTENUATION BATTS

P1A

ROOF DECK ABOVE

CONT. TOP PLATE,

MECHANICALLY FASTENED TO

UNDERSIDE OF ROOF FRAMING

CONTINUE GWB TO ROOF FRAMING

ABOVE

1 LAYER, 5/8" MRGWB

CONTINUOUS P.T. BOTTOM

PLATE, MECHANICALLY

FASTENED TO FOUNDATION

FLOORING & BASE

(SEE FINISH SCHEDULE)

SOUND ATTENUATION BATTS

2X6 WOOD OR METAL STUDS @16" O.C.

NON-RATED

1 LAYER, 5/8" GWB

TOILET ROOM SIDE

ACT CEILING SEE SHEET A7.1 FOR TYPE

ACT CEILING @ 8'-0" AFF

CONTINUOUS P.T. BOTTOM PLATE

MECHANICALLY FASTENED TO

FOUNDATION/SLAB

FLOORING & BASE

(SEE FINISH SCHEDULE)

EXTEND STUD TO ROOF

STRUCTURE ABOVE, BRACE WHERE

REQUIRED

RATED CORRIDOR SIDE

1 LAYER, 5/8" TYPE "X" GWB

FIRE CAULKING

FIRE CAULKING

CONTINUE GWB TO UNDERSIDE OF

ROOF DECK ABOVE

2X4 WD OR MTL STUD PARTITION W/ GWB ONE SIDE +

MRGWB + FIBERGLASS SHOWER INSERT ONE SIDE

1 HOUR RATING

P5A

FIBERGLASS SHOWER INSERT

1 LAYER, 5/8" TYPE "X" MRGWB

EXISTING PARTITION W/ IMPERVIOUS FINISHP4

NEUTRAL SILICONE

SEALANT TO MATCH WALL FINISH

(BOTH SIDES)

FLOORING & BASE

(SEE FINISH SCHEDULE)

EXISTING PARTITION

MRGWB W/ FRP FINISH (SEE WALL

FINISH OPTIONS BELOW) (BOTH SIDES)

SEE WALL FINISH OPTIONS BELOW

(BOTH SIDES)

TRIM AT TOP OF WALL AS REQUIRED BY

SELECTED FINISH MATERIAL'S

MANUFACTURER INSTALLATION

REQUIREMENTS

(SEE WALL FINISH OPTIONS BELOW)

(BOTH SIDES)

NEUTRAL SILICONE

SEALANT TO MATCH WALL FINISH

(BOTH SIDES)

A2.5

RENOVATED

TOILET/EXTRACTOR ROOM

9A

MODELNUMBERTRADENAMEPRODUCTMATERIAL

EXTRACTOR

EXISTING WALL NEW ROOF DECKING EXTEND TO

EXISTING WALL

FIRE CAULKING

2 LAYERS 5/8" TYPE "X"

GWB

EXISTING EXTERIOR WALL,

REMOVE EXTERIOR FINISHES

TO FACE OF STRUCTURE.

C-T STUD

FIRE CAULKING

FLOORING & BASE

(SEE FINISH SCHEDULE)

6 5/8"

2HR FIRE WALL

GA FILE #WP1711/ UL DESIGN NO. U411

P6

(2) LAYERS 1" SHAFT

WALL LINER

METAL TRACK

FASTENED TO SLAB

1-HR RATED 2X4 WD OR MTL STUD

IMPERVIOUS FINISH BOTH SIDES, W/ SOUND

ATTENUATION BATTS

P7A

CONTINUOUS P.T. BOTTOM PLATE,

MECHANICALLY FASTENED TO FOUNDATION

NEUTRAL SILICONE SEALANT TO MATCH

WALL FINISH (BOTH SIDES)

P2A: SOUND ATTENUATION BATTS

FLOORING & BASE

(SEE FINISH SCHEDULE)

2X4 WOOD OR METAL STUD @ 16" O.C.

5/8" MOISTURE RESISTANT GWB (SEE WALL

FINISH OPTIONS BELOW) (BOTH SIDES)(TYPE X

WHERE INDICATED)

SEE WALL FINISH OPTIONS BELOW (BOTH SIDES)

TRIM AT TOP OF WALL AS REQUIRED BY SELECTED FINISH

MATERIAL'S MANUFACTURER INSTALLATION REQUIREMENTS(SEE

WALL FINISH OPTIONS BELOW)

(BOTH SIDES)

NEUTRAL SILICONE SEALANT TO MATCH WALL

FINISH (BOTH SIDES)

FRP PANELS

P7A, CONTINUE MRGWB TO BOTTOM OF

ROOF DECK BOTH SIDES FOR RATED

WALL SYSTEM

ACT CEILING @ 8'-0" AFF

CONTINUOUS BOTTOM PLATE

MECHANICALLY FASTENED TO

FOUNDATION/SLAB

FLOORING & BASE

(SEE FINISH SCHEDULE)

EXTEND STUD TO ROOF

STRUCTURE ABOVE, BRACE WHERE

REQUIRED

2X4 WD OR MTL STUD PARTITION W/ GWB ONE SIDE

MRGWB+ FRP ONE SIDE

1 HOUR RATING

P8

RATED CORRIDOR SIDE

1 LAYER, 5/8" TYPE "X" GWB (BOTH

SIDES)

(RATED SIDE). SEE FINISH SCHEDULE

FOR FINISHES.

FIRE CAULKING

FIRE CAULKING

CONTINUE GWB TO UNDERSIDE OF

ROOF DECK ABOVE (BOTH SIDES)

FRP, INSTALLED PER MFGR'S

REQUIREMENTS. USE MFGR'S

RECOMMENDED FASTENING SYSTEM

1 LAYER, 5/8" TYPE "X" MRGWB. SEE

FINISH SCHEDULE FOR FINISHES.

LEAVE 1/4" GAP BETWEEN BOTTOM OF FRP

AND FLOOR

VINYL BASE (SEE FINISH SCHEDULE)

NEUTRAL SILICONE SEALANT TO

MATCH WALL FINISH

CONTINUOUS P.T. BOTTOM PLATE MECHANICALLY

FASTENED TO FOUNDATION/SLAB

ACT CEILING @ 8'-0" AFF

CONTINUOUS P.T. BOTTOM PLATE

MECHANICALLY FASTENED TO

FOUNDATION/SLAB

FLOORING & BASE

(SEE FINISH SCHEDULE)

EXTEND STUD/GWB TO ROOF

STRUCTURE ABOVE, BRACE WHERE

REQUIRED

2X4 WD OR MTL STUD PARTITION W/ MRGWB BOTH SIDE + FRP ONE SIDE

NON-RATEDP11

RATED CORRIDOR SIDE

1 LAYER, 5/8" TYPE "X" GWB (BOTH

SIDES)

(RATED SIDE). SEE FINISH SCHEDULE

FOR FINISHES.

FIRE CAULKING

FIRE CAULKING

CONTINUE GWB TO UNDERSIDE OF

ROOF DECK ABOVEACT CEILING @ 8'-0" AFF

CONTINUOUS P.T. BOTTOM PLATE

MECHANICALLY FASTENED TO

FOUNDATION/SLAB

FLOORING & BASE

(SEE FINISH SCHEDULE)

EXTEND STUD TO ROOF

STRUCTURE ABOVE, BRACE WHERE

REQUIRED

2X4 WD OR MTL STUD PARTITION W/ MRGWB BOTH

SIDES + FRP ONE SIDE + FIBERGLASS SHOWER INSERT

NON-RATED

P10

RATED CORRIDOR SIDE

1 LAYER, 5/8" TYPE "X" GWB (BOTH

SIDES)

(RATED SIDE+WATER RESISITANT

SIDE). SEE FINISH SCHEDULE FOR

FINISHES.

FIRE CAULKING

CONTINUE GWB TO UNDERSIDE OF

ROOF DECK ABOVE

SEE WALL FINISH OPTIONS

BELOW (BOTH SIDES)

2X4 WD OR MTL STUD

IMPERVIOUS FINISH BOTH SIDES

P9

CONTINUOUS P.T. BOTTOM PLATE,

MECHANICALLY FASTENED TO FOUNDATION

NEUTRAL SILICONE SEALANT TO MATCH WALL FINISH (BOTH SIDES)

SOUND ATTENUATION BATTS

FLOORING & BASE

(SEE FINISH SCHEDULE)

2X4 WOOD OR METAL STUD @ 16" O.C.

5/8" MOISTURE RESISTANT GWB (SEE WALL

FINISH OPTIONS BELOW) (BOTH SIDES)(TYPE X

WHERE INDICATED)

SEE WALL FINISH OPTIONS BELOW (BOTH SIDES)

TRIM AT TOP OF WALL AS REQUIRED BY SELECTED FINISH

MATERIAL'S MANUFACTURER INSTALLATION REQUIREMENTS(SEE

WALL FINISH OPTIONS BELOW)

(BOTH SIDES)

NEUTRAL SILICONE SEALANT TO MATCH WALL

FINISH (BOTH SIDES)

FRP PANELS

FLOOR PLANS

PHASE 1

A2.1

SCALE:1 FLOOR PLAN @ NEW TOILET ROOM ADDITION

1/4"=1'-0"

EXISTING WALL TO REMAIN

NEW STUD WALL

NEW MASONRY WALL

HIDDEN ABOVE

HIDDEN BELOW

W0

DOOR TAG

WINDOW TAG

PARTITION TYPE TAG

C-0 CONSTRUCTION NOTE KEY TAG

LEGEND

000A

A4.3

A4.2

A A4.1

A A4.1

+ 9'-5" PARTITION TYPE TAG

CONSTRUCTION NOTE KEY TAG

ELEVATION MARKER

SECTION DETAIL MARKER

SECTION MARKER

3515 Sunnyside Road Center Valley, PA 18034

T: 610-297-0140 E: sam@scf-arch.com These documents are instruments of the Architect's service for use solely with respect to this project.

The Architect shall retain all common law, statutory and other reserved rights, including the copyright.

They are not to be used for any purpose by any other party outside of the scope of this work without the specific written consent of the Architect.

L LC

STRUCTURAL ENGINEER OF RECORD:

101 NORTH QUEBEC STREET

ALLENTOWN, PA, 18109)

610-437-0978 bcohen@baseeng.com

M O

U N

T

BE

TH

EL

F

IR

E

CO

AD

DI

TI

O N

T O

E

XI

ST

IN

G

FI

RE

C

O M

PA

N

Y

N or th

D el aw ar e Dr iv e, M t.

Be th el , P

A

U pp er M ou nt

B et he l, N or th am pt on

C ou nt y

ARCHITECT OF RECORD:

Samantha Ciotti Falcone

AIA, LEED AP

DRAWN BY:

BID DOCUMENTS

6/23/2026

REV1

REV2

OWNER:

Mt. Bethel Fire Co.

ML, SCF

BARRY ISETT & ASSOCIATES

570-688-8268 dalehandelong@hotmail.com

MEP ENGINEER OF RECORD:

5420 Crackersport Rd Allentown, PA 18104

610-437-0978 EMAIL: dhorsfield@barryisett.com

BASE ENGINEERING

SCALE:

KEY PLAN

1/32"=1'-0"

SCALE:2 FLOOR PLAN @ RENOVATED EXTRACTOR ROOM 109

1/4"=1'-0"

PARTITION TYPES

EXISTING DOOR

NEW DOOR

AutoCAD SHX Text

EW2

AutoCAD SHX Text

EW1

AutoCAD SHX Text P3A

AutoCAD SHX Text P2A

AutoCAD SHX Text P2A

AutoCAD SHX Text P2A

AutoCAD SHX Text P2A

AutoCAD SHX Text P1A

AutoCAD SHX Text P1A

AutoCAD SHX Text P2A

AutoCAD SHX Text P6

AutoCAD SHX Text P6

AutoCAD SHX Text

EW1

AutoCAD SHX Text

EW2

AutoCAD SHX Text P9

AutoCAD SHX Text P9

AutoCAD SHX Text P9

AutoCAD SHX Text P9

AutoCAD SHX Text P10

AutoCAD SHX Text P10

AutoCAD SHX Text P9

AutoCAD SHX Text P7A

AutoCAD SHX Text P3A

AutoCAD SHX Text P1A

AutoCAD SHX Text P2A

AutoCAD SHX Text P2

AutoCAD SHX Text

EW1

AutoCAD SHX Text P11

AutoCAD SHX Text P7A

AutoCAD SHX Text P1A

AutoCAD SHX Text P10

AutoCAD SHX Text P10

AutoCAD SHX Text P10

AutoCAD SHX Text P5A

AutoCAD SHX Text P8

AutoCAD SHX Text P6

AutoCAD SHX Text P6

AutoCAD SHX Text

EW1

AutoCAD SHX Text

EW1

AutoCAD SHX Text P9

AutoCAD SHX Text P3A

AutoCAD SHX Text P3A

AutoCAD SHX Text P4

AutoCAD SHX Text P4

AutoCAD SHX Text P4

AutoCAD SHX Text P4

AutoCAD SHX Text P4

AutoCAD SHX Text P4

AutoCAD SHX Text P2

AutoCAD SHX Text P0

TABLE & CHAIR

STORAGE

EXISTING DOORS MUST ACHIEVE A

90-MIN FIRE RATING OR MUST BE

REPLACED, V.I.F.

'-9

/8

31'-4 1/2"

31'-3 7/8"

PHASE TWO

8A

MODELNUMBERTRADENAMEPRODUCTMATERIAL

MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL MODELNUMBERTRADENAMEPRODUCTMATERIAL

EXISTING

MULTI-PURPOSE ROOM

PHASE 1 - 68'-6 1/8"

2'-9 3/4"

MODELNUMBERTRADENAMEPRODUCTMATERIAL

DURING EMERGENCY EVENT - THIS

ROOM SERVES FAMILIES WITH PETS

THAT REQUIRE SHELTER

MAX. OCCUPANCY 25 PEOPLE

- OWNER SUPPLIED

CRATES/KENNELS CAN BE

STACKED ALONG WALLS

- TEMPORARY DIVIDING

PARTITIONS CAN BE PROVIDED

FOR VISUAL SEPARATION OF

ANIMALS WHEN REQUIRED

EX

CONTINUOUS BOTTOM PLATE,

MECHANICALLY FASTENED TO FOUNDATION

CLEAR SILICON CAULK

PHASE 1/EXISTING - R-20 FIBERGLASS BATT

OR MINERAL WOOL INSULATION

2X6 WD OR MTL STUD

INTERIOR FINISH ON PHASE 1 EXTERIOR WALL

P9

4" VINYL BASE

PHASE 1/EXISTING - 2X6 WOOD OR

METAL STUD @ 16" O.C.

CONT. TOP PLATE

PRIME AND PAINT EXISTING EXTERIOR

SHEATHING. IF SURFACE OF SHEATHING IS

DAMAGED TO THE POINT THAT IT WILL NOT

PROVIDE A SMOOTH FINISH SURFACE, APPLY

1/2" IMPACT RESISTANT GWB, PRIME AND PAINT

EXISTING WALL NEW ROOF DECKING EXTEND TO

EXISTING WALL

FIRE CAULKING

2 LAYERS 5/8" TYPE "X"

GWB

EXISTING EXTERIOR WALL,

REMOVE EXTERIOR FINISHES

TO FACE OF STRUCTURE.

C-T STUD

FIRE CAULKING

FLOORING & BASE

(SEE FINISH SCHEDULE)

6 5/8"

2HR FIRE WALL

GA FILE #WP1711/ UL DESIGN NO. U411

P6

(2) LAYERS 1" SHAFT

WALL LINER

METAL TRACK

FASTENED TO SLAB

5/8" GWB (SEE FINISH

SCHEDULE)

R-20 MIN, FIBERGLASS BATT OR MINERAL

WOOL INSULATION W/ VAPOR BARRIER

ON INTERIOR SIDE

2X6 STUDS @ 16" O.C

5/8" DENSGLASS SHEATHING

(2) LAYERS #15 BUILDING PAPER

EIFS ELASTOMERIC

FINISH + BASE COATS

2X6 EXTERIOR WALL - GWB INTERIOR FINISH

5/8" MRGWB (SEE WALL FINISH

SCHEDULE)

R-20 MIN, FIBERGLASS BATT OR MINERAL

WOOL INSULATION W/ VAPOR BARRIER

ON INTERIOR SIDE

2X6 STUDS @ 16" O.C

5/8" DENSGLASS SHEATHING

(2) LAYERS #15 BUILDING PAPER

EIFS ELASTOMERIC

FINISH + BASE COATS

SEE IMPERVIOUS WALL FINISH

OPTION, SHEET A7.1

2X6 EXTERIOR WALL WITH IMPERVIOUS WALL FINISH ON INTERIOR SIDE

SEE IMPERVIOUS WALL FINISH OPTIONS, THIS PAGE

EW2

EW1

METAL LATH

2" RIGID INSULATION

2" RIGID INSULATION

METAL LATH

FLOOR PLANS

PHASE 2

A2.2

SCALE:1 FLOOR PLAN - PHASE 2

1/4"=1'-0"

EXISTING WALL TO REMAIN

NEW STUD WALL

NEW MASONRY WALL

HIDDEN ABOVE

HIDDEN BELOW

W0

DOOR TAG

WINDOW TAG

PARTITION TYPE TAG

C-0 CONSTRUCTION NOTE KEY TAG

LEGEND

000A

A4.3

A4.2

A A4.1

A A4.1

+ 9'-5" PARTITION TYPE TAG

CONSTRUCTION NOTE KEY TAG

ELEVATION MARKER

SECTION DETAIL MARKER

SECTION MARKER

3515 Sunnyside Road Center Valley, PA 18034

T: 610-297-0140 E: sam@scf-arch.com These documents are instruments of the Architect's service for use solely with respect to this project.

The Architect shall retain all common law, statutory and other reserved rights, including the copyright.

They are not to be used for any purpose by any other party outside of the scope of this work without the specific written consent of the Architect.

L LC

STRUCTURAL ENGINEER OF RECORD:

101 NORTH QUEBEC STREET

ALLENTOWN, PA, 18109)

610-437-0978 bcohen@baseeng.com

M O

U N

T

BE

TH

EL

F

IR

E

CO

AD

DI

TI

O N

T O

E

XI

ST

IN

G

FI

RE

C

O M

PA

N

Y

N or th

D el aw ar e Dr iv e, M t.

Be th el , P

A

U pp er M ou nt

B et he l, N or th am pt on

C ou nt y

ARCHITECT OF RECORD:

Samantha Ciotti Falcone

AIA, LEED AP

DRAWN BY:

BID DOCUMENTS

6/23/2026

REV1

REV2

OWNER:

Mt. Bethel Fire Co.

ML, SCF

BARRY ISETT & ASSOCIATES

570-688-8268 dalehandelong@hotmail.com

MEP ENGINEER OF RECORD:

5420 Crackersport Rd Allentown, PA 18104

610-437-0978 EMAIL: dhorsfield@barryisett.com

BASE ENGINEERING

EXISTING DOOR

NEW DOOR

EXTERIOR WALL TYPES

AutoCAD SHX Text P6

AutoCAD SHX Text

EW1

AutoCAD SHX Text

EW1

AutoCAD SHX Text P9

P0

U-8A

U-1A

GUTTER EXPANSION JOINT AS

REQUIRED

CONTINUOUS METAL FLASHING

LINE OF EXISTING WALL BELOW

4'-0"

1-HOUR

FIRE RATED

ROOF

4' -0

1-

HO

UR

FIR

E

RA

TE

D

RO

O F

M

IN

APPROX LOCATION OF NEW ELECTRICAL/MECHANICAL

ROOFTOP UNITS (RTU)

SEE MEP/STRUCTURAL PLANS + DETAILS

FU

LL

Y

AD

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DM

SY

ST

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, C

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LIS

LE

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UR

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L

VA

:12

SL

O

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DOWNSPOUT TO

UNDERGROUND

LEADER

DOWNSPOUT TO

UNDERGROUND

LEADER

RTUERV-1

3,500 LBS

CU-1

975 LBS

CU-2

1135 LBS

U-12A U-5C

U-2A

A/A2.2

U-9A/B/C

U-12A U-5C

U-12A U-5C

EXISTING

HVAC

B/A2.2

U-1A

4' -0

1-

HO

UR

FIR

E

RA

TE

D

RO

O F

U-1A

U-3B

SEE SHEET A2.5 FOR ROOF LEGEND

B/A2.2

U-1A

U-9A/B/C

DOWNSPOUT TO

UNDERGROUND

LEADER

GUTTER EXPANSION JOINT

4' -0

1-

HO

UR

FIR

E

RA

TE

D

RO

O F

EXISTING

HVAC

PHASE 2 ROOF

CONTINUOUS METAL FLASHINGLINE OF EXISTING WALL BELOW

SEE PHASE 1

ROOF PLAN ABOVE

FU

LL

Y

AD

HE

RE

D

EP

DM

SY

ST

EM

, C

AR

LIS

LE

S

UR

ES

EA

L O

R

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UA

L

VA

:12

SL

O

PE

A2.3

A, B & C

A2.3

A

U-1A

U-3B

SEE CARLISLE ROOF DETAIL U2-A ON SHEET

A2.4 FOR EPDM ROOF SPLICE DETAIL

FULLY ADHERED EPDM SYSTEM.

CARLISLE SURESEAL OR EQUAL.

MATCH PHASE 1 EPDM.

11-7/8" TJII JOISTS @ 16" O.C.

DOUBLE TOP PLATE

BUILT UP BLOCKING AS REQUIRED

3/4" PLYWOOD

R-30 POLYISOCYANURATE

RIGID INSULATION

METAL WRAPPED WOOD FASCIA, COLOR

AND METAL TO MATCH EXISTING ROOF,

METAL GAUGE SHALL BE

22 (PREFERRED)

OR 24 GA

SEALANT

FULLY ADHERED EPDM SYSTEM.

CARLISLE SURESEAL OR EQUAL

CONT. METAL DRIP

EDGE

SEE EXTERIOR WALL

TYPES FOR WALL

CONSTRUCTION

A. PHASE 1 B. PHASE 2 - DEMOLITION C. PHASE 2 - NEW CONSTRUCTION

EXISTING WALL AND

ROOF STRUCTURE TO

REMAIN IN PLACE

REMOVE WOOD BLOCKING

REMOVE EXISTING METAL

WRAPPED WOOD FASCIA,

CONT. METAL DRIP

EDGE

REMOVE STUCCO FINISH FROM

EXTERIOR SIDE OF WALL. CLEAR ALL

DEBRIS/ADHESIVES FROM EXTERIOR

SHEATHING.

GALVANIZED WATER

DAM

REMOVE GALVANIZED

WATER DAM

REMOVE EPDM AND CUT BACK RIGID INSULATION TO

CREATE CLEAN EDGE TO BUTT NEW INSULATION UP TO

1X WOOD RIM JOIST

(WILL SUPPORT EDGE OR FUTURE

PLYWOOD)

PRIME AND PAINT EXISTING EXTERIOR

SHEATHING. IF SURFACE OF SHEATHING IS

DAMAGED TO THE POINT THAT IT WILL NOT

PROVIDE A SMOOTH FINISH SURFACE, APPLY

1/2" IMPACT RESISTANT GWB, PRIME AND PAINT

R-30 POLYISOCYANURATE

RIGID INSULATION

3/4" PLYWOOD

SEE STRUCTURAL FOR ROOF

FRAMING

PHASE 2 ROOF ASSEMBLYPHASE 1 ROOF ASSEMBLY

ROOF PLAN

A2.3

SCALE:1 ROOF PLAN - PHASE 1

1/4"=1'-0"

1 HOUR RATED ROOF LOCATIONS

LINE OF WALL BELOW

GUTTERS: PREFINISHED ALUMINUM,

K-STYLE, GAUGE PER SMACNA

REQUIREMENTS FOR TOTAL GIRTH

D.S.= DOWNSPOUT, PREFINISHED

ALUMINUM CORRUGATED

RECTANGULAR,

MTL GAUGE PER SMACNA

(SEE ELEVATIONS FOR D.S.

LOCATIONS)

COLOR: WHITE

PROVIDE CONTINUOUS ALUMINUM

FLASHING @ VERTICAL

CONNECTION OF NEW

ROOF/GARAGE WALL/WALL

EDPM ROOFING MEMBRANE

SYSTEM, CLASS B MIN.

DIRECTIONAL ARROW INDICATING

DIRECTION OF WATER DRAINAGE

ON SITE

ROOF TYPE, SEE A2.4 FOR DETAILS

ROOF PLAN LEGEND

DR

AI

N

DO

W

NS

PO

UT

S

AW

AY

FR

OM

B

UI

LD

IN

G

3515 Sunnyside Road Center Valley, PA 18034

T: 610-297-0140 E: sam@scf-arch.com These documents are instruments of the Architect's service for use solely with respect to this project.

The Architect shall retain all common law, statutory and other reserved rights, including the copyright.

They are not to be used for any purpose by any other party outside of the scope of this work without the specific written consent of the Architect.

L LC

STRUCTURAL ENGINEER OF RECORD:

101 NORTH QUEBEC STREET

ALLENTOWN, PA, 18109)

610-437-0978 bcohen@baseeng.com

M O

U N

T

BE

TH

EL

F

IR

E

CO

AD

DI

TI

O N

T O

E

XI

ST

IN

G

FI

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C

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PA

N

Y

N or th

D el aw ar e Dr iv e, M t.

Be th el , P

A

U pp er M ou nt

B et he l, N or th am pt on

C ou nt y

ARCHITECT OF RECORD:

Samantha Ciotti Falcone

AIA, LEED AP

DRAWN BY:

BID DOCUMENTS

6/23/2026

REV1

REV2

OWNER:

Mt. Bethel Fire Co.

ML, SCF

BARRY ISETT & ASSOCIATES

570-688-8268 dalehandelong@hotmail.com

MEP ENGINEER OF RECORD:

5420 Crackersport Rd Allentown, PA 18104

610-437-0978 EMAIL: dhorsfield@barryisett.com

BASE ENGINEERING

SCALE:2 ROOF PLAN - PHASE 2

1/4"=1'-0"

SCALE:3 ROOF PLAN - PHASE 2

1/4"=1'-0"

U-XX

ROOF

DETAILS

A2.4

3515 Sunnyside Road Center Valley, PA 18034

T: 610-297-0140 E: sam@scf-arch.com These documents are instruments of the Architect's service for use solely with respect to this project.

The Architect shall retain all common law, statutory and other reserved rights, including the copyright.

They are not to be used for any purpose by any other party outside of the scope of this work without the specific written consent of the Architect.

L LC

STRUCTURAL ENGINEER OF RECORD:

101 NORTH QUEBEC STREET

ALLENTOWN, PA, 18109)

610-437-0978 bcohen@baseeng.com

M O

U N

T

BE

TH

EL

F

IR

E

CO

AD

DI

TI

O N

T O

E

XI

ST

IN

G

FI

RE

C

O M

PA

N

Y

N or th

D el aw ar e Dr iv e, M t.

Be th el , P

A

U pp er M ou nt

B et he l, N or th am pt on

C ou nt y

ARCHITECT OF RECORD:

Samantha Ciotti Falcone

AIA, LEED AP

DRAWN BY:

BID DOCUMENTS

6/23/2026

REV1

REV2

OWNER:

Mt. Bethel Fire Co.

ML, SCF

BARRY ISETT & ASSOCIATES

570-688-8268 dalehandelong@hotmail.com

MEP ENGINEER OF RECORD:

5420 Crackersport Rd Allentown, PA 18104

610-437-0978 EMAIL: dhorsfield@barryisett.com

BASE ENGINEERING

K:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpg

K:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpg K:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpg

K:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpg

K:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpg

K:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpg

K:\_ 00 Australia (DONT ERASE THIS)\CARLISLE\LOGOS\Carlisle SynTec Systems Logo_Dec 2011-For Print.jpg

AutoCAD SHX Text AT CORNERS, 6" (15cm) WIDE PRESSURE-SENSITIVE RUSS MUST BE INSTALLED 12" (30cm) MAXIMUM FROM THE BASE OF THE WATER DAM AND EXTEND 36" (90cm) MINIMUM IN EACH DIRECTION.

AutoCAD SHX Text 12" (30cm) O.C.

AutoCAD SHX Text 36" (90cm) O.C.

AutoCAD SHX Text

CORNER REINFORCEMENT

AutoCAD SHX Text NOTE: 1. MAXIMUM MEMBRANE THICKNESS GOING OVER MAXIMUM MEMBRANE THICKNESS GOING OVER THE WATER DAM IS 60-MIL. FOR THICKER MEMBRANES, RUN FIELD SHEET UNDER THE WATER DAM AND STRIP-IN WITH MAXIMUM 60-MIL MEMBRANE. 2. USE MF-1A FOR MECHANICALLY FASTENED USE MF-1A FOR MECHANICALLY FASTENED MF-1A FOR MECHANICALLY FASTENED FOR MECHANICALLY FASTENED SYSTEMS AND B-1A FOR BALLASTED SYSTEMS.B-1A FOR BALLASTED SYSTEMS. FOR BALLASTED SYSTEMS.

AutoCAD SHX Text U-1A

AutoCAD SHX Text CARLISLE SecurEDGE 200

AutoCAD SHX Text 1-1/2" (38mm) RING-SHANK NAIL @ 6" (15cm) O.C.

AutoCAD SHX Text SecurEdge 200 METAL FASCIA OR METAL FASCIA BY OTHERS

AutoCAD SHX Text

PRESSURE-SENSITIVE T-JOINT COVER AND EPDM PRIMER

AutoCAD SHX Text

AutoCAD SHX Text

GALVANIZED WATER DAM

AutoCAD SHX Text

WOOD NAILER BY OTHERS

AutoCAD SHX Text

LAP SEALANT

AutoCAD SHX Text

MEMBRANE SEAM AT EDGE

AutoCAD SHX Text

MAXIMUM WARRANTY: 20 YEARS

AutoCAD SHX Text

THERMOSET MEMBRANE

AutoCAD SHX Text

EPDM

AutoCAD SHX Text

DETAIL NO.

AutoCAD SHX Text

THERMOSET UNIVERSAL

AutoCAD SHX Text 2022 Carlisle SynTec a division of Carlisle Construction Materials Incorporated

AutoCAD SHX Text C

AutoCAD SHX Text NOTES: 1. OVERLAP THE ENDS OF THE FIELD APPLIED SecurTAPE A OVERLAP THE ENDS OF THE FIELD APPLIED SecurTAPE A MINIMUM OF 1" (2.5cm). APPLY LAP SEALANT AT TAPE OVERLAPS 2" (5cm) IN EACH DIRECTION AS SHOWN. 2. APPLY LAP SEALANT ALONG THE EXPOSED EDGE OF THE APPLY LAP SEALANT ALONG THE EXPOSED EDGE OF THE MEMBRANE SPLICE COVERING THE EXPOSED SPLICE TAPE 1/2" (1.5cm) IN EACH DIRECTION FROM THE SPLICE INTERSECTION AND OVERLAY WITH A 6" (15cm) T-JOINT COVER. 3. WHEN USING 90-MIL MEMBRANE, INSTALL A 12" (30cm) WHEN USING 90-MIL MEMBRANE, INSTALL A 12" (30cm) T-JOINT COVER CENTERED OVER THE FIRST T-JOINT COVER PER DETAIL U-2B.1. U-2B.1. . 4. LAP SEALANT IS REQUIRED ON CUT EDGES OF REINFORCED LAP SEALANT IS REQUIRED ON CUT EDGES OF REINFORCED EPDM MEMBRANE. 5. REFER TO DETAIL MF-2A FOR MECHANICALLY FASTENED REFER TO DETAIL MF-2A FOR MECHANICALLY FASTENED MF-2A FOR MECHANICALLY FASTENED FOR MECHANICALLY FASTENED SPLICES.

AutoCAD SHX Text

EPDM MEMBRANE SPLICE

AutoCAD SHX Text U-2A

AutoCAD SHX Text 3" (15cm) FACTORY-APPLIED TAPE AND EPDM PRIMER

AutoCAD SHX Text MIN. 3" (7.5cm) WIDE SecurTAPE AND EPDM PRIMER

AutoCAD SHX Text F.A.T.

AutoCAD SHX Text

EPDM PRIMER

AutoCAD SHX Text

EPDM PRIMER

AutoCAD SHX Text FIELD APPLIED SecurTAPE

AutoCAD SHX Text

TAPE OVERLAP

AutoCAD SHX Text

LAP SEALANT

AutoCAD SHX Text

LAP SEALANT BELOW THE T-JOINT COVER

AutoCAD SHX Text 1/8" (0.5cm) TO 1/2" (1.5cm) MAX.

AutoCAD SHX Text

AutoCAD SHX Text

EPDM PRIMER

AutoCAD SHX Text

AutoCAD SHX Text

THERMOSET MEMBRANE

AutoCAD SHX Text

EPDM

AutoCAD SHX Text

DETAIL NO.

AutoCAD SHX Text

THERMOSET UNIVERSAL

AutoCAD SHX Text 2022 Carlisle SynTec a division of Carlisle Construction Materials Incorporated

AutoCAD SHX Text C

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

PRESSURE-SENSITIVE T-JOINT DETAIL U-2B

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

MAXIMUM WARRANTY: 20 YEARS

AutoCAD SHX Text

DECK-TO-WALL EXPANSION JOINT

AutoCAD SHX Text

CARLISLE EXPANSION JOINT SUPPORT OR SPONGE TUBING BY OTHERS

AutoCAD SHX Text

SURE-SEAL BONDING ADHESIVE

AutoCAD SHX Text

AutoCAD SHX Text

EXPANSION JOINT FILLER BY OTHERS

AutoCAD SHX Text U-3B

AutoCAD SHX Text

AutoCAD SHX Text CARLISLE FASTENER & SEAM PLATE, MAX. 12" (30cm) O.C.

AutoCAD SHX Text 6" (15cm) WIDE PRESSURE-SENSITIVE RUSS AND EPDM PRIMER

AutoCAD SHX Text

ANY U-9 U-9 TERMINATION (ABOVE ANTICIPATED WATER LEVEL)

AutoCAD SHX Text NOTES: 1. ALL OUTSIDE AND INSIDE CORNERS REQUIRE TWO ALL OUTSIDE AND INSIDE CORNERS REQUIRE TWO COMPLETE CORNER APPLICATIONS OF PRESSURE-SENSITIVE ELASTOFORM FLASHING AS PER DETAILS U-15D.1 OR U-15G.1. DETAILS U-15D.1 OR U-15G.1. . 2. ROOF MEMBRANE SHALL BE LOOSE-LAID OVER ROOF MEMBRANE SHALL BE LOOSE-LAID OVER THE EXPANSION JOINT SUPPORT OR SPONGE TUBING. 3. WIDTH OF JOINT SHALL BE A MINIMUM OF 3/4" WIDTH OF JOINT SHALL BE A MINIMUM OF 3/4" (2cm) AND MAXIMUM 2" (5cm) WHEN CARLISLE EXPANSION JOINT SUPPORT IS USED. 4. USE DETAIL U-2C FOR EPDM MEMBRANE USE DETAIL U-2C FOR EPDM MEMBRANE DETAIL U-2C FOR EPDM MEMBRANE FOR EPDM MEMBRANE SPLICES AT ANGLE CHANGES. 5. HP FASTENERS AND POLYMER SEAM PLATES ARE HP FASTENERS AND POLYMER SEAM PLATES ARE REQUIRED ON MECHANICALLY FASTENED SYSTEMS OVER STEEL DECKS. 6. MAXIMUM 6" (15cm) FASTENER SPACING FOR MAXIMUM 6" (15cm) FASTENER SPACING FOR WARRANTY WIND SPEEDS GREATER THAN 90 MPH OR WARRANTIES EXCEEDING 20 YEARS.

AutoCAD SHX Text 1/8" (0.5cm) TO 1" (2.5cm) MAX.

AutoCAD SHX Text

AutoCAD SHX Text

THERMOSET MEMBRANE

AutoCAD SHX Text

EPDM

AutoCAD SHX Text

DETAIL NO.

AutoCAD SHX Text

THERMOSET UNIVERSAL

AutoCAD SHX Text 2022 Carlisle SynTec a division of Carlisle Construction Materials Incorporated

AutoCAD SHX Text C

AutoCAD SHX Text

MAXIMUM WARRANTY: 30 YEARS

AutoCAD SHX Text

AutoCAD SHX Text

EPDM PRIMER

AutoCAD SHX Text

CURB FLASHING - WITH 20" PRESSURE-SENSITIVE CURED FLASHING

AutoCAD SHX Text

SHEET METAL FLASHING BY OTHERS

AutoCAD SHX Text U-5C

AutoCAD SHX Text NOTES: 1. WHEN MECHANICAL FASTENERS ARE USED TO WHEN MECHANICAL FASTENERS ARE USED TO PENETRATE THE METAL COUNTER-FLASHING, USE EPDM WASHERS, APPLY WATER CUT-OFF MASTIC UNDER THE COUNTER-FLASHING OR CAULK THE FASTENER HEADS. 2. 3" (7.5cm) FOR UP TO 20 YEARS AND 6" 3" (7.5cm) FOR UP TO 20 YEARS AND 6" (15cm) FOR 25/30 YEARS. 3. HP FASTENERS AND POLYMER SEAM PLATES ARE HP FASTENERS AND POLYMER SEAM PLATES ARE REQUIRED FOR MECHANICALLY-FASTENED ROOFING SYSTEMS OVER STEEL DECKS. 4. IF THE VERTICAL SPLICE ON THE CURB FLASHING IF THE VERTICAL SPLICE ON THE CURB FLASHING IS NOT LOCATED AT THE CORNER, USE DETAIL U-2C FOR EPDM MEMBRANE SPLICES AT ANGLE FOR EPDM MEMBRANE SPLICES AT ANGLE CHANGES.

AutoCAD SHX Text MAXIMUM 12"(30cm) O.C. SPACING

AutoCAD SHX Text 20" (50cm) WIDE PRESSURE- SENSITIVE CURED FLASHING

AutoCAD SHX Text 3" (7.5cm) MIN.

AutoCAD SHX Text

AutoCAD SHX Text CARLISLE FASTENER & SEAM PLATES, MAX. 12" (30cm) O.C.

AutoCAD SHX Text

FLASH OUTSIDE CORNERS PER APPLICABLE U-15 DETAILS. DETAILS.

AutoCAD SHX Text

LAP SEALANT

AutoCAD SHX Text

FASTENERS INTO DECK

AutoCAD SHX Text

AutoCAD SHX Text

FASTENERS INTO CURB

AutoCAD SHX Text

THERMOSET MEMBRANE

AutoCAD SHX Text

EPDM

AutoCAD SHX Text

DETAIL NO.

AutoCAD SHX Text

THERMOSET UNIVERSAL

AutoCAD SHX Text 2022 Carlisle SynTec a division of Carlisle Construction Materials Incorporated

AutoCAD SHX Text C

AutoCAD SHX Text

MAXIMUM WARRANTY: 30 YEARS

AutoCAD SHX Text

EPDM PRIMER

AutoCAD SHX Text

AutoCAD SHX Text

AutoCAD SHX Text

XXXXXX

AutoCAD SHX Text 9C

AutoCAD SHX Text

CARLISLE UNIVERSAL SINGLE-PLY SEALANT OR SEALANT BY OTHERS

AutoCAD SHX Text

METAL COUNTER-FLASHING BY OTHERS.

AutoCAD SHX Text FASTEN MEMBRANE @ 12" (30cm) O.C. MAX.

AutoCAD SHX Text

CARLISLE UNIVERSAL SINGLE-PLY SEALANT OR SEALANT BY OTHERS

AutoCAD SHX Text

METAL COUNTER-FLASHING BY OTHERS.

AutoCAD SHX Text

CARLISLE TERMINATION BAR

AutoCAD SHX Text 9D

AutoCAD SHX Text

XXXXXX

AutoCAD SHX Text CARLISLE HP TERM BAR NAIL-IN 6" (15cm) O.C. FASTENING RECOMMENDED.

AutoCAD SHX Text

CARLISLE TERMINATION BAR

AutoCAD SHX Text NOTES: 1. APPLY ON HARD SMOOTH SURFACE ONLY; NOT APPLY ON HARD SMOOTH SURFACE ONLY; NOT FOR USE ON EXPOSED WOOD. 2. DO NOT WRAP TERMINATION BAR AROUND DO NOT WRAP TERMINATION BAR AROUND CORNERS. 3. DETAIL 9E MUST BE USED AT VERTICAL JOINTS DETAIL 9E MUST BE USED AT VERTICAL JOINTS 9E MUST BE USED AT VERTICAL JOINTS MUST BE USED AT VERTICAL JOINTS IN PANEL WALLS.

AutoCAD SHX Text 9A

AutoCAD SHX Text

MEMBRANE TERMINATIONS PAGE 1 OF 2

AutoCAD SHX Text

CARLISLE UNIVERSAL SINGLE-PLY SEALANT OR SEALANT BY OTHERS

AutoCAD SHX Text

CARLISLE HP TERM BAR NAIL-IN

AutoCAD SHX Text U-9

AutoCAD SHX Text

XXX

AutoCAD SHX Text

WATER CUT-OFF MASTIC- MUST BE HELD UNDER CONSTANT COMPRESSION.

AutoCAD SHX Text

APPLICABLE BONDING ADHESIVE

AutoCAD SHX Text NOTE: 1. WHEN MECHANICAL FASTENERS ARE USED WHEN MECHANICAL FASTENERS ARE USED TO PENETRATE THE METAL COUNTER-FLASHING, USE EPDM WASHERS, APPLY WATER CUT-OFF MASTIC UNDER THE COUNTER-FLASHING OR CAULK THE FASTENER HEADS.

AutoCAD SHX Text NOTES: 1. APPLY ON HARD SMOOTH SURFACE ONLY; NOT APPLY ON HARD SMOOTH SURFACE ONLY; NOT FOR USE ON EXPOSED WOOD. 2. DO NOT WRAP TERMINATION BAR AROUND DO NOT WRAP TERMINATION BAR AROUND CORNERS. 3. DETAIL 9E MUST BE USED AT VERTICAL JOINTS DETAIL 9E MUST BE USED AT VERTICAL JOINTS 9E MUST BE USED AT VERTICAL JOINTS MUST BE USED AT VERTICAL JOINTS IN PANEL WALLS.

AutoCAD SHX Text MIN. 1/4" (1cm)

AutoCAD SHX Text MAX. 1/2" (1.5cm)

AutoCAD SHX Text

MECHANICAL TERMINATION WITH COUNTER FLASHING

AutoCAD SHX Text

COUNTER FLASHING TERMINATION

AutoCAD SHX Text

MECHANICAL TERMINATION

AutoCAD SHX Text MIN. 1/4" (1cm)

AutoCAD SHX Text MAX. 1/2" (1.5cm)

AutoCAD SHX Text

THERMOSET MEMBRANE

AutoCAD SHX Text

EPDM

AutoCAD SHX Text

DETAIL NO.

AutoCAD SHX Text

THERMOSET UNIVERSAL

AutoCAD SHX Text 2022 Carlisle SynTec a division of Carlisle Construction Materials Incorporated

AutoCAD SHX Text C

AutoCAD SHX Text

MAXIMUM WARRANTY: 30 YEARS

AutoCAD SHX Text

MAXIMUM WARRANTY: 10-30 YEARS

AutoCAD SHX Text

MAXIMUM WARRANTY: 10 YEARS

AutoCAD SHX Text

MAXIMUM WARRANTY: 20 YEARS

AutoCAD SHX Text

SURE-SEAL TERMINATION BAR

AutoCAD SHX Text 9E

AutoCAD SHX Text

SEALANT

AutoCAD SHX Text

BY OTHERS

AutoCAD SHX Text

MEMBRANE TERMINATIONS PAGE 2 OF 2

AutoCAD SHX Text U-9

AutoCAD SHX Text 1" (2.5cm)

AutoCAD SHX Text

APPLICABLE BONDING ADHESIVE

AutoCAD SHX Text

MECHANICAL TERMINATION AT VERTICAL JOINTS

AutoCAD SHX Text

XXX

AutoCAD SHX Text

WATER CUT-OFF MASTIC- MUST BE HELD UNDER CONSTANT COMPRESSION.

AutoCAD SHX Text NOTES: 1. THIS DETAIL MUST BE USED FOR ANY PROJECT THIS DETAIL MUST BE USED FOR ANY PROJECT REGARDLESS OF WARRANTY. . 2. CONTINUOUS COUNTER FLASHING REQUIRED FOR CONTINUOUS COUNTER FLASHING REQUIRED FOR WARRANTY PROJECTS EXCEEDING 20-YEARS. 3. VERTICAL JOINTS IN THE PRE-CAST PANEL AS VERTICAL JOINTS IN THE PRE-CAST PANEL AS WELL AS ALL GAPS AT THE JUNCTION OF THE TILT-UP PANEL AND ROOF DECK MUST BE FULLY SEALED TO PREVENT AIR INFILTRATION. 4. APPLY ON HARD SMOOTH SURFACE ONLY. APPLY ON HARD SMOOTH SURFACE ONLY.

AutoCAD SHX Text

SEALANT BY OTHERS

AutoCAD SHX Text

METAL COUNTER FLASHING BY OTHERS

AutoCAD SHX Text 0.5" (1.5cm)

AutoCAD SHX Text

WALL PANEL JOINTS

AutoCAD SHX Text

ROOF MEMBRANE AT TERMINATION LEVEL

AutoCAD SHX Text

THERMOSET MEMBRANE

AutoCAD SHX Text

EPDM

AutoCAD SHX Text

DETAIL NO.

AutoCAD SHX Text

THERMOSET UNIVERSAL

AutoCAD SHX Text 2022 Carlisle SynTec a division of Carlisle Construction Materials Incorporated

AutoCAD SHX Text C

AutoCAD SHX Text

MAXIMUM WARRANTY: 30 YEARS

AutoCAD SHX Text

MAXIMUM WARRANTY: 30 YEARS

AutoCAD SHX Text U-12A

AutoCAD SHX Text

ANY U-9 U-9 TERMINATION (ABOVE ANTICIPATED WATER LEVEL)

AutoCAD SHX Text

PARAPET / CURB WITH CONTINUOUS MEMBRANE

AutoCAD SHX Text NOTES: 1. FASTENERS AND PLATES ARE REQUIRED AT 6" FASTENERS AND PLATES ARE REQUIRED AT 6" (15cm) O.C. FOR ADHERED SYSTEMS WITH WARRANTY WIND SPEED COVERAGE GREATER THAN 90 MPH AND FOR ALL PROJECTS WITH WARRANTIES GREATER THAN 20 YEARS. HP FASTENERS AND POLYMER SEAM PLATES ARE REQUIRED OVER STEEL DECKS ON MECHANICALLY FASTENED SYSTEMS. 2. PROJECTS WITH 25 AND 30-YEAR WARRANTIES PROJECTS WITH 25 AND 30-YEAR WARRANTIES OR WHEN USING 90-MIL MEMBRANE. REFER TO . REFER TO DETAIL U-2C. U-2C. . 3. FOR CORNERS AND RUSS APPLICATION REFER TO FOR CORNERS AND RUSS APPLICATION REFER TO DETAILS U-15A OR U-15B..

AutoCAD SHX Text CARLISLE FASTENER & SEAM PLATE, MAX. 12" (30cm) O.C.

AutoCAD SHX Text 6" (15cm) WIDE PRESSURE-SENSITIVE RUSS

AutoCAD SHX Text

LAP SEALANT

AutoCAD SHX Text

SURE-SEAL BONDING ADHESIVE OR CAV-GRIP III

AutoCAD SHX Text PRESSURE- SENSITIVE T-JOINT COVER OR 6" (15cm) P.S. ELASTOFORM

AutoCAD SHX Text

AutoCAD SHX Text

THERMOSET MEMBRANE

AutoCAD SHX Text

EPDM

AutoCAD SHX Text

DETAIL NO.

AutoCAD SHX Text

THERMOSET UNIVERSAL

AutoCAD SHX Text 2022 Carlisle SynTec a division of Carlisle Construction Materials Incorporated

AutoCAD SHX Text C

AutoCAD SHX Text

MAXIMUM WARRANTY: 30 YEARS

AutoCAD SHX Text OPTIONAL: SEAM PLATE/FASTENER MAY BE INSTALLED INTO THE STRUCTURAL DECK UP TO 6" (15cm) FROM ANGLE CHANGE.

AutoCAD SHX Text

AutoCAD SHX Text

EPDM PRIMER

AutoCAD SHX Text A

AutoCAD SHX Text cm

AutoCAD SHX Text

DIMENSION

AutoCAD SHX Text 1/8"-1"

AutoCAD SHX Text 0.5-2.5

Aut…