1-24-0018-Douglass Township Bid Set-Final.pdf

MATERIALS SYMBOLS

GYPSUM WALLBOARD

WOOD BLOCKING

BATT INSULATION

BRICK

CONCRETE

FOAM INSULATION

CONCRETE UNIT MASONRY

FINISH WOOD

ROUGH WOOD

PLYWOOD/SHEATHING

MDO/MDF

EARTH

GRAVEL

CLAY

RIGID INSULATION

STEEL

ALUMINUM

STONE

TILE

LOOSE FILL INSULATION

GLASS

TERRAZZO

ORIENTED STRAND BOARD (0SB)

CORK

XX KEYED NOTE (DEMOLITION)

KEYED NOTE IDENTIFIERXX

XX CASEWORK/MILLWORK IDENTIFIER

XX REVISION IDENTIFIER

NO. COLUMN LINE OR

GRID IDENTIFIER

NO.

DWG

NO.

SIM

DETAIL INDICATOR

NO.

DWG

SIM

SECTION INDICATOR

NO.

DWG

SIM

EXTERIOR ELEVATION

INDICATOR

DWG

XX

XX XX

XX

INTERIOR ELEVATION

INDICATOR

ROOM NAME

NO.

150 SF

ROOM IDENTIFIER

DOOR NO.

DR NO.

1HR

DOOR & RATING IDENTIFIER

NO. WINDOW / GLAZING IDENTIFIER

NO. PARTITION TYPE IDENTIFIER

NO. ACCESSORIES IDENTIFIER

MATL

NO. CEILING HEIGHT &

MATERIAL IDENTIFIER

LEVEL NAME

ELEVATION

EL NO. SPOT ELEVATION

INDICATOR

WALL FINISH

BASE MATL

FLOOR FINISH

FLOOR FINISH PLAN -

FLOOR/WALL/BASE

FINISH IDENTIFIER

NORTH INDICATOR

LINE TYPES

LEVEL INDICATOR

SLOPE INDICATOR

NO.

NO.

EXISTING CONSTRUCTION

ITEM / WALL TO BE DEMOLISHED

NEW CONSTRUCTION

HIDDEN ITEM

ITEM ABOVE

CENTERLINE

GRID LINE

BREAK LINE

MATCH LINE

VIEW NO. / SHEET NO.

VIEW NO. / SHEET NO.

MOISTURE / VAPOR BARRIER

DAMPROOFING / WATER PROOFING

0" - 0" DIMENSION STRING

D O

O R

N O

EXISTING DOOR TO REMAIN

(SWING @ 45 DEGREES)

DOOR TO BE DEMOLISHED

NEW DOOR AS SCHEDULED

(SWING @ 90 DEGREES)

GL-NO. GLAZING PANEL

IDENTIFIER

NO. FURNITURE IDENTIFIER

GENERAL CONDITIONS

1. IN CASE OF CONFLICT BETWEEN NOTES, DETAILS, AND SPECIFICATIONS, THE MOST STRINGENT REQUIREMENTS SHALL

GOVERN.

2. PERFORM ALL WORK INCLUDING CONSTRUCTION PRACTICES, USE AND DISPOSAL OF MATERIALS, AND QUALITIES OF

WORKMANSHIP, IN STRICT ACCORDANCE WITH THE REQUIREMENTS OF THE GOVERNING LOCAL, STATE, AND NATIONAL CODES AND SPECIFICATIONS FOR THIS CONSTRUCTION PROJECT. PROVIDE APPROPRIATE SAFETY MEASURES SATISFYING

ALL OSHA REQUIREMENTS.

3. QUALITY OF MATERIALS AND WORKMANSHIP SHALL BE IN ACCORDANCE WITH THE BEST STANDARDS AND PRACTICES OF

THE TRADES INVOLVED.

4. THE CONTRACTOR SHALL FILE ALL REQUIRED INSURANCE CERTIFICATES AND OBTAIN ALL REQUIRED BUILDING PERMITS PRIOR TO COMMENCEMENT OF THE WORK. COSTS OF PERMITS TO BE PAID BY BUILDER, APPROVED PERMIT TO BE

POSTED.

5. A COMPLETE SET OF PROJECT DOCUMENTS, INCLUDING AN ORIGINAL STAMPED SET OF DRAWINGS AND ALL SUBSEQUENT CHANGES AND CLARIFICATIONS SHALL BE KEPT ON SITE AT ALL TIMES. ALL PROPOSED CHANGES TO ORIGINAL PROJECT DOCUMENT BID SET ARE TO BE SUBMITTED BY CONTRACTOR IN THE FORM OF CHANGE ORDERS, INCLUDING ALL BACKUP INFORMATION, FOR APPROVAL BY OWNER/ARCHITECT.

6. PRIOR TO COMMENCEMENT OF WORK, CONTRACTOR, OWNER, AND ARCHITECT SHALL HOLD A PRE-CONSTRUCTION

CONFERENCE TO CONFIRM SITE ACCESS ROUTE, SCHEDULE, AND SEQUENCE OF WORK.

7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR THE SECURITY AND PROTECTION OF ALL CONDITIONS AND MATERIALS WITHIN THE PROPOSED CONSTRUCTION AREA. THE CONTRACTOR SHALL HAVE SOLE RESPONSIBILITY FOR ANY DAMAGE

OR INJURY CAUSED BY OR DURING THE EXECUTION OF WORK.

8. SECTIONS AND DETAILS SHOWN, WHILE DRAWN FOR SPECIFIC LOCATIONS, ARE INTENDED TO ESTABLISH THE GENERAL TYPES OF DETAILS TO BE USED THROUGHOUT. WORK NOT INDICATED ON A PART OF THE DRAWINGS BUT REASONABLY IMPLIED TO BE SIMILAR TO THAT SHOWN AT CORRESPONDING PLACES, SHALL BE REPEATED. MINOR DETAILS NOT USUALLY SHOWN OR SPECIFIED, BUT REQUIRED FOR PROPER CONSTRUCTION OF ANY PART OF THE WORK SHALL BE

INCLUDED AS IF THEY WERE INDICATED IN THE DRAWINGS.

9. CONTRACTOR TO VERIFY AND/OR ESTABLISH ALL EXISTING CONDITIONS AND DIMENSIONS AT THE SITE AND TO NOTIFY THE OWNER/ARCHITECT OF ANY DISCREPANCIES AND/OR DEVIATIONS FROM DRAWINGS. PROPOSED REMEDIES, IF REQUIRING ADDITIONAL WORK, ARE TO BE SUBMITTED FOR APPROVAL IN THE FORM OF WRITTEN CHANGE ORDERS TO THE OWNER IN ACCORDANCE WITH THE TERMS OF THE CONTRACT BEFORE ORDERING MATERIAL OR COMMENCING WITH

WORK.

10. CONTRACTOR TO VERIFY LOCATION OF ALL BELOW GRADE UTILITIES AND STORM WATER SYSTEMS PRIOR TO

EXCAVATION. NOTIFY ARCHITECT OF ANY CONFLICTS WITH PROPOSED CONSTRUCTION.

11. ARCHITECT/ENGINEER IS NOT RESPONSIBLE FOR WORK THAT THE ARCHITECT/ENGINEER'S DOES NOT REVIEW AND/OR WORK NOT COMPLETED IN ACCORDANCE WITH ARCHITECT/ENGINEER'S PLAN AND/OR INSTRUCTIONS. NO DEVIATION

FROM DESIGN DRAWINGS IS PERMITTED WITHOUT WRITTEN APPROVAL.

12. PROVIDE DAILY CLEAN-UP OF AREAS ADJACENT TO CONSTRUCTION AS WELL AS PERIODIC CLEAN-UP OF CONSTRUCTION

AREAS.

13. AT JOB COMPLETION, BESIDES FINAL GENERAL CLEANING, REMOVE ALL STAINS AND PAINT FROM ALL NEW GLASS, TILE, AND OTHER FINISHES AND WASH AND POLISH STONE.

1. WRITTEN DIMENSIONS HAVE PRECEDENCE OVER SCALED DIMENSIONS.

2. ITEMS NOT NOTED AS EXISTING ARE NEW. DOORS AND WINDOWS NOT NUMBERED ON THE FLOOR PLAN OR ELEVATIONS

ARE EXISTING TO REMAIN, UNLESS NOTED OTHERWISE.

3. ALL DIMENSIONS TO EXISTING SURFACES ARE TO FINISH, AND ALL DIMENSIONS TO NEW CONSTRUCTION ARE TO ROUGH

FRAMING, UNLESS NOTED OTHERWISE.

4. MECHANICAL, ELECTRICAL, PLUMBING & FIRE PROTECTION SYSTEMS INDICATED ON ARCHITECTURAL DRAWINGS ARE

FOR REFERENCE ONLY. COORDINATE WITH MEPF DRAWINGS

5. ENCLOSED ACCESSIBLE SPACE UNDER STAIRS SHALL HAVE WALLS AND SOFFITS PROTECTED BY 5/8" FIRE RATED GWB

UNLESS NOTED OTHERWISE.

GENERAL DRAWING NOTES

THIS PROJECT RECEIVES FEDERAL FINANCIAL ASSISTANCE WHICH REQUIRES COMPLIANCE WITH THE BUILD AMERICA BUY AMERICA ACT (BABAA), AND AS SUCH, ALL IRON AND STEEL PRODUCTS, MANUFACTURED PRODUCTS, AND CONSTRUCTION MATERIALS MUST MEET THE DOMESTIC PREFERENCE REQUIREMENTS OF THE BUILD AMERICA, BUY AMERICA ACT (BABAA) MANDATED BY TITLE IX OF THE INFRASTRUCTURE INVESTMENT AND JOBS ACT (“IIJA”), PUB. L. 177-58. COMPLIANCE OF ALL COMPONENTS ARE A REQUIREMENT OF THIS CONTRACT UNLESS SPECIFICALLY NOTED AS BEING EXEMPT IN THE CONTRACT DOCUMENTS. IN SOME CASES, PRODUCT OR MATERIAL COMPLIANCE COULD NOT BE FULLY VERIFIED BY ARCHITECT OR ITS CONSULTANTS PRIOR TO FINAL DOCUMENTATION. THEREFORE, THE RESPONSIBLE CONTRACTOR MUST VERIFY COMPLIANCE AND PROVIDE ALL MANUFACTURER CERTIFICATIONS IN ACCORDANCE WITH THE SPECIFICATIONS OR IMMEDIATELY NOTIFY

THE ARCHITECT OF ANY NONCOMPLIANCE.

BUILD AMERICA BUY AMERICA ACT

1 HR FIRE-RATED WALL

2 HR FIRE-RATED WALL

1 HR FIRE-RATED

EXTERIOR WALL

PATH OF EGRESS

NOT FOR

CONSTRUCTION

PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

KEY PLAN:

C

O P

Y R

IG

H

T A

LL

O

Y

A R

C H

IT

E C

T U

R E

CIVIL:

MEPF:

FOOD SERVICE:

ARCHITECT:

STRUCTURAL:

ACOUSTICS:

ALLOY5

ARCHITECTURE

As indicated

4/

/2

:4 0:

A M

G

.0

11/07/2025

MS/TB

MM

24-0018

COVER SHEET

RENOVATIONS TO

ADMINISTRATION

BUILDING

1320 E PHILADELPHIA AVE, GILBERTSVILLE, PA

19525

SNYDER HOFFMAN

ASSOCIATES,

BETHLEHEM PA 18018

610.694.8020

SLATE STRUCTURAL

ENGINEERS, NAZARATH,

PA 18064 610.365.7634

DOUGLASS TOWNSHIP

1320 E PHILADELPHIA AVE, GILBERTSVILLE, PA

19525

RENOVATIONS TO THE

ADMINISTRATION BUILDING

DRAWING INDEX

SITE LOCATION MAP

NO. SHEET NAME REVISION NO.

GENERAL

G0.00 COVER SHEET 2

G1.00 GENERAL INFORMATION 2

G1.01 CODE DATA 2

G1.10 LIFE SAFETY PLAN 2

G2.00 PARTITION DETAILS 2

G3.00 ARCHITECTURAL SITE PLAN 2

STRUCTURAL

S1.00 BASEMENT FOUNDATION PLAN 2

S1.01 FIRST FLOOR FOUNDATION & FRAMING PLAN 2

S1.02 SECOND FLOOR / LOW ROOF FRAMING PLAN 2

S1.03 HIGH ROOF FRAMING PLAN 2

S2.00 GENERAL NOTES 2

S2.01 SCHEDULES 2

S3.00 TYPICAL FOUNDATION DETAILS 2

S3.01 FOUNDATION SECTIONS 2

S4.00 TYPICAL FRAMING DETAILS 2

S4.01 FRAMING SECTIONS 2

ARCHITECTURAL

A0.00 DEMOLITION PLAN - FIRST FLOOR 2

A0.01 DEMOLITION PLAN - BASEMENT & SECOND

FLOOR

A0.02 DEMOLITION PLAN - LEVEL 01 RCP 2

A0.03 DEMOLITION PLAN - ROOF 2

A1.00 FLOOR PLAN - FIRST FLOOR 2

A1.01 FLOOR PLAN - BASEMENT & SECOND FLOOR 2

A1.20 REFLECTED CEILING PLAN - LEVEL 01 2

A1.21 REFLECTED CEILING PLAN - BASEMENT &

SECOND FLOOR

A1.40 ROOF PLAN 2

A1.41 ROOF DETAILS & ALTERNATES 2

A1.50 DESIGN SELECTION SUMMARY 2

A1.60 FINISH PLAN & SCHEDULE - FIRST FLOOR 2

A1.61 FINISH PLAN & SCHEDULE - BASEMENT &

SECOND FLOOR

A1.63 FURNITURE, EQUIPMENT, & ACCESSORIES PLAN 2

A2.00 EXTERIOR ELEVATIONS 2

A2.01 EXTERIOR ELEVATIONS 2

A3.00 BUILDING SECTIONS 2

A3.01 BUILDING SECTIONS 2

A3.02 BUILDING SECTIONS 2

A4.00 WALL SECTIONS 2

A4.01 WALL SECTIONS 2

A4.02 WALL SECTIONS 2

A4.03 WALL SECTIONS 2

A4.40 SECTION DETAILS 2

A4.41 SECTION DETAILS 2

A5.40 PLAN DETAILS 2

A6.00 DOOR SCHEDULE & DETAILS 2

A6.01 DOOR DETAILS 2

A6.40 WINDOW TYPES & DETAILS 2

A7.00 INTERIOR ELEVATIONS 2

A7.40 MILLWORK SECTIONS & DETAILS 2

A7.41 MILLWORK SECTIONS & DETAILS 2

A8.00 STAIR & ELEVATOR PLANS & DETAILS 2

A8.01 STAIR & ELEVATOR PLANS & DETAILS -

ALTERNATE

A8.02 STAIR DETAILS 2

A8.03 STAIR & RAMP PLANS & DETAILS 2

DOUGLASS TOWNSHIP

1320 E PHILADELPHIA AVE, GILBERTSVILLE, PA 19525

1320 E PHILADELPHIA AVE, GILBERTSVILLE, PA 19525

NO. SHEET NAME REVISION NO.

MECHANICAL

M0.00 COVER SHEET - MECHANICAL

M0.01 DEMOLITION PLAN - BASEMENT - MECHANICAL

M0.02 DEMOLITION PLAN - FIRST FLOOR - MECHANICAL

M0.03 DEMOLITION PLAN - SECOND FLOOR -

MECHANICAL

M1.00 FLOOR PLAN - BASEMENT - MECHANICAL

M1.01 FLOOR PLAN - FIRST FLOOR - MECHANICAL

M1.02 FLOOR PLAN - SECOND FLOOR - MECHANICAL

M2.01 FLOOR PLAN - FIRST FLOOR - REFRIGERANT

PIPING

M2.02 FLOOR PLAN - SECOND FLOOR - REFRIGERANT

PIPING

M4.01 DETAILS - MECHANICAL

M5.01 SCHEDULES - MECHANICAL

M5.02 SCHEDULES - MECHANICAL

PLUMBING

P0.00 COVER SHEET - PLUMBING

P0.01 DEMOLITION PLAN - BASEMENT & SECOND

FLOOR - PLUMBING

P0.02 DEMOLITION PLAN - FIRST FLOOR - PLUMBING

P0.03 DEMOLITION PLAN - ROOF - DRAINAGE & VENT

PIPING

P1.01 FLOOR PLAN - BASEMENT FLOOR - DRAINAGE &

VENT PIPING

P1.02 FLOOR PLAN - FIRST FLOOR - DRAINAGE & VENT

PIPING

P1.03 ROOF PLAN - ROOF - DRAINAGE & VENT PIPING

P2.01 FLOOR PLAN - BASEMENT FLOOR - SUPPLY

PIPING

P2.02 FLOOR PLAN - FIRST FLOOR - SUPPLY PIPING

P3.01 ENLARGED PLANS - PLUMBING

P4.00 FIXTURE LIST - PLUMBING

P5.00 DETAILS - PLUMBING

P5.01 DETAILS - PLUMBING

ELECTRICAL

E0.00 COVER SHEET - ELECTRICAL

E0.01 DEMOLITION PLAN - BASEMENT & SECOND

FLOOR - ELECTRICAL

E0.02 DEMOLITION PLAN - FIRST FLOOR - ELECTRICAL

E1.00 FLOOR PLAN - BASEMENT - LIGHTING

E1.01 FLOOR PLAN - FIRST FLOOR - LIGHTING

E1.02 FLOOR PLAN - SECOND FLOOR - LIGHTING

E2.00 FLOOR PLAN - BASEMENT - POWER

E2.01 FLOOR PLAN - FIRST FLOOR - POWER

E2.02 FLOOR PLAN - SECOND FLOOR - POWER

E3.00 SINGLE LINE DIAGRAM

E3.01 DETAILS AND DIAGRAMS - ELECTRICAL

E3.02 DETAILS AND DIAGRAMS - ELECTRICAL

E3.03 DETAILS AND DIAGRAMS - ELECTRICAL

E3.04 DETAILS AND DIAGRAMS - ELECTRICAL

E4.00 MEETING ROOM AV PLANS

E4.01 MEETING & BREAKROOM AV PLANS

E4.02 MEETING ROOM AV DETAILS

E4.03 MEETING & BREAKROOM AV DETAILS

E5.00 SCHEDULES - ELECTRICAL

SE1.00 SITE PLAN - POWER

PROJECT LOCATION

PHILADELPHIA AVE.

NO. ISSUE DESCRIPTION DATE

1 Issued for Permit 11/07/2025

2 Bid Set 01/26/2026

SUBMISSIONS:

NO. ISSUE DESCRIPTION DATE

1 Issued for Permit 11/07/25

2 Bid Set 01/26/26

NOT FOR

CONSTRUCTION

NOT FOR

CONSTRUCTION

M A

X R

E A

C H

R A

N G

E, T

YP

MIN 59" FLR MT - MIN 56"

WALL MT WATER CLOSET

INSULATE ALL WATER

SUPPLY & DRAIN

PIPING

6" MAX.

BOWL DEPTH INSULATE

ALL WATER

SUPPLY &

DRAIN

PIPING

SOAP DISPENSER

PLAN VIEW OF

EXTENDED

REACH ACCESSIBLE

LAVATORY

FRONT

ELEVATION

SIDE

ELEVATION

**REFER TO ANSI

A117.1- SECTIONS

307 THRU 309

FOR EXACT

REQUIREMENTS

FLUSH CONTROL

ON TRANSFER

SIDE

ADULT TOILET TISSUE

DISPENSER (NON-

RECESSED)

FOR CHILDREN'S USE

SEE 604.11 INSTEAD

PLAN OF

WHEEL CHAIR

ACCESSIBLE STALL

PLAN OF AMBULATORY

ACCESSIBLE STALL

PLAN OF

STANDARD

STALL

FRONT

ELEVATION

SIDE

ELEVATION

LAVATORY CLEARANCES

SCALE : 1/4" = 1'-0" ANSI A117.1-2009

TOILET COMPARTMENTS & TOILET FIXTURE CLEARANCES

NOTE: CONTRACTOR SHALL VERIFY THAT ALL

FIXTURES, PIPES, AND ACCESSORIES DESIGNATED

FOR HANDICAP USE CAN BE INSTALLED WITHIN THE

ABOVE CLEARANCE REQUIREMENTS

SCALE : 1/4" = 1'-0" ANSI A117.1-2009

Figure 602.2.4 parallel approach (Children's use) forward approach

Figure 602.2.3

45°

LIBRARY LIBRARY

(a) (b) (a) (b)

OBSTRUCTED HIGH SIDE REACHOBSTRUCTED HIGH FORWARD REACH

CLEARANCE

TO SPOUT

OF WATER

FOUNTAIN

FRONT & SIDE

APPROACH

CLEARANCE

CLEARANCE

UNDER

WATER

FOUNTAIN

1. FIXTURES SHOWN ARE TYPICAL. ACTUAL PRODUCT MAY VARY.

CLEAR FLOOR SPACE MUST ALSO BE MAINTAINED IN FRONT OF ACCESSORY AS DESCRIBED ELSEWHERE ON

THIS SHEET.

2. MAXIMUM 4" PROJECTION IN PATH OF TRAVEL MUST BE OBSERVED.

3. CLEARANCES SHOWN ARE CODE MAX./MIN. ACTUAL MOUNTING HEIGHTS MAY VARY PROVIDED THEY FALL IN

THE CODE RANGE

SIDE & FRONT REACH CLEARANCES

SIGNAGE MOUNTING

SCALE : 1/4" = 1'-0" ANSI A117.1-2009

SCALE : 1/4" = 1'-0" ANSI A117.1-2009

DRINKING FOUNTAIN CLEARANCES

SCALE : 1/4" = 1'-0" ANSI A117.1-2009

ACCESSORY CLEARANCES AND MOUNTING HEIGHTS

SCALE : 1/4" = 1'-0" ANSI A117.1-2009

Figure 703.3.11

Figure 703.3.10

(a)

ELEVATION

(b)

PLAN VIEW

KNEE & TOE CLEARANCES

SCALE : 1/4" = 1'-0" ANSI A117.1-2009

Figure 306.2(A&B) TOE CLEARANCE

M

IN

C

LR

16"-18"**

60" MIN. CLR

M

IN

. 5 9"

F

LR

M T

M

IN

. 5

6" W

A

LL

M

T W

A

TE

R C

LO

S

ET

C

LE

A

R A

N C

E

32" MIN. CLR 4" MAX

M A

X

6" MAX. 36"

17-19".

35"-37"

"M

IN

C

LR

"M

IN

"M

IN

C

LR

EQ EQ

CLOSET CLEARANCE

60" WATER

16"-18"

T/ O

G R

A B

R A

IL

CLEARANCE

36" MIN

MAX

12"

MIN.

42"

54" MIN

39"-41".

G R

A B

R A

IL

T/ O

M

IN

"24" MIN.

42" MAX.

"M

IN

M

IN

1/ 2"

PLAN VIEW OF

URINAL STALLS

FRONT

ELEVATION

SIDE

ELEVATION

URINAL CLEARANCES

NOTE: CONTRACTOR SHALL VERIFY THAT ALL

FIXTURES, PIPES, AND ACCESSORIES DESIGNATED

FOR HANDICAP USE CAN BE INSTALLED WITHIN THE

ABOVE CLEARANCE REQUIREMENTS

IPC 2017:

405.3.5 URINAL PARTITIONS.

EACH URINAL UTILIZED BY THE PUBLIC OR EMPLOYEES SHALL OCCUPY

A SEPARATE AREA WITH WALLS OR PARTITIONS TO PROVIDE PRIVACY

SCALE : 1/4" = 1'-0" ANSI A117.1-2009

URINAL

PARTITION

15" 15"

ACCESSIBLE URINAL:

WHERE MORE THAN ONE

URINAL IS PROVIDED, AT

LEAST ONE MUST BE

ACCESSIBLE

CLR

30"

15" 15"

M A

X.

13.5" MIN.

6" MIN.

18"- 24"

M A

X.

"M

IN

EXCEPTIONS:

1. URINAL PARTITIONS SHALL NOT BE REQ.'D IN A SINGLE-OCCUPANCY

OR FAMILY/ASSISTED-USE TOILET ROOM W/ A LOCKABLE DOOR.

2. TOILET ROOMS LOCATED IN CHILD DAY CARE FACILITIES AND

CONTAINING TWO OR MORE URINALS SHALL BE PERMITTED TO HAVE

ONE URINAL W/O PARTITIONS

C

LR12

CLR

8"

PARTITIONS

LOCATED

OPP OF

GRAB

RAILS

TOE CLEARANCE

WHEEL CHAIR

ACCESSIBLE STALL

REQ'D

TOE CLR

8"

8"

SELF CLOSING DOOR

C

LR

30" CLR

M A

X.

MIN

30"

MIN

18"

NOTE: CONTRACTOR SHALL VERIFY THAT ALL

FIXTURES, PIPES, AND ACCESSORIES DESIGNATED

FOR HANDICAP USE CAN BE INSTALLED WITHIN THE

ABOVE CLEARANCE REQUIREMENTS

T/ O

R

IM

M

A X

ED

G

E O

F G

LA

S

S

M A

X

TO

M

IN

CLEARANCE

8" MIN KNEE

COAT

HOOK

M

IN9"

TOE CLR

6"MAX

M

IN

T/ O

R

IM

M

A X

ED

G

E O

F G

LA

S

S

M A

X

TO

CLEAR

TURNING

SPACE

ELSEWHERE

WITHIN RM

MIN.

18"

M

IN

EQ EQ

M

IN

M A

X.

MAX

6"

9"

17" -25"

M

IN

5"

(a)

ELEVATION

(b)

PLAN VIEW

Figure 306.3(A&B) KNEE CLEARANCE

25" MAX

M

IN

MIN

11"

M

IN

M

IN9"

MIN

8"

NOTE: CONTRACTOR SHALL VERIFY THAT ALL

FIXTURES, PIPES, AND ACCESSORIES DESIGNATED

FOR HANDICAP USE CAN BE INSTALLED WITHIN THE

ABOVE CLEARANCE REQUIREMENTS

NOTE: CONTRACTOR SHALL VERIFY THAT ALL

FIXTURES, PIPES, AND ACCESSORIES DESIGNATED

FOR HANDICAP USE CAN BE INSTALLED WITHIN THE

ABOVE CLEARANCE REQUIREMENTS

MIRROR BABY CHANGING

TABLE

R A

N G

E, T

Y P

IC

A

L

M A

X R

EA

C

H

LAVATORY

DISPENSER

PAPER TOWEL

DISPENSER / TRASH

RECEPTACLE

SOAP

DISPENSER

" S U

R

FA

C E

TO

O

P

EN

(B A

B Y

C H

A N

G

IN

G

TA

B

LE

O

N

LY

"M

A X

SHELF

MAX.

20"

M A

X.

MAX.

20"-25"

M A

X.

M A

X.

MAX.

10"

Figure 308.3.2Figure 308.2.2

M A

X.

MAX.

>10"-24"

M A

X.

A D

U

LT

S

M A

X.

SEE CODE REFERENCES:

IFC: SECTION 906.9

ADA STANDARDS: SECTION 308

4" M

IN

C

LR

P

O U

N D

S

FE

O

V

ER

4" M

IN

C

LR

P

O U

N D

S

F E

U N

D

ER

MAX.

4"FEC

FEC

MAX.

3 1/2"

**5" MAX.

ADULT

15" MIN.

Figure 602.2.1(B)

TO

S

P O

U T

TO

S P

O U

T

30"

52"

K N

EE

C

LR

' M

IN

67" MIN.

ADA STANDARDS

m in

18 min

12 min** m in

12 min** m in

**IF BOTH CLOSER AND LATCH ARE PROVIDED

**IF BOTH CLOSER AND LATCH ARE PROVIDED

36 min m in

42 min 13 m in

22 min10 m in

24 min m in

24 min 10 m in

MANUAL SWINGING DOOR CLEARANCES

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

Figure 404.2.3.2 (C)

Figure 404.2.3.2 (B)

Figure 404.2.3.2 (A)

Figure 404.2.3.2 (D)

Figure 404.2.3.2 (E)

Figure 404.2.3.2 (F)

Figure 404.2.3.2 (G)

Figure 404.2.3.2 (H)

EXISTING

BUILDINGS ONLY

**48" MIN (1220) IF BOTH CLOSER AND LATCH PROVIDED

**54" MIN (1370) IF CLOSER IS PROVIDED

**48" MIN (1220) IF CLOSER IS PROVIDED

(60" MIN. IN EXIST.

BLDG.'S ONLY)

ANSI A117.1-2009

52" MIN.

M

IN

48" MIN.

M

IN

Figure 305.3.1 Figure 305.3.2

CLEAR FLOOR SPACE - NEW BUILDINGS CLEAR FLOOR SPACE - EXISTING BUILDINGS

M A

X.

**30" MAX. FOR CHILDREN

**3-1/2" MAX. FOR

CHILDREN

Figure 604.5.1 & 604.7.1(A)Figure 604.5.2

6" MAX.

42" MIN.

NOTE: TOILET PAPER DISPENSERS THAT ACCOMMODATE A MAX. OF (2)

TOILET PAPER ROLLS OF NOT MORE THAN 5 IN. DIA. EACH SHALL BE

PERMITTED TO BE LOCATED 7" MIN. AND 9" MAX. IN FRONT OF THE

WATER CLOSET MEASURED TO THE CENTERLINE OF THE DISPENSER.

THE OUTLET OF THE DISPENSER SHALL BE 15" MIN. AND 48" MAX. AFFL

Figure 604.9.5(A) Figure 604.10.1

**12-18"

CHILDRENS USE

9"

*1

1" -1

7" C

H

IL

D R

EN

S

U S

E)

DRINKING FOUNTAINS FOR PERSONS USING WHEELCHAIRS

DRINKING FOUNTAINS FOR PERSONS WHO ARE STANDING

MAX.

5"

Figure 605.2(A)

M

IN

30"MIN.

CLEAR FLR SPACE

FORWARD

APPROACH

CLR

30"

CLR

30"

CLR

30"

CLR

30"

*A KNEE CLEARANCE OF 24 INCHES MIN. ABOVE

FLOOR SHALL BE PERMITTED AT LAVATORIES AND

SINKS USED PRIMARILY BY CHILDREN AGES 6

THROUGH 12 WHERE THE HIGHER OF THE RIM OR

COUNTER SURFACE IS 31" MAX. ABOVE THE FLOOR

ABBREVIATIONS

ACT ACOUSTICAL CEILING TILE

ADJ ADJACENT

ADJUST ADJUSTIBLE

AED AUTOMATED EXTERNAL

DEFIBRILLATOR

AFF ABOVE FLOOR FINISH

AL ALUMINUM

ALT ALTERNATE

AP ACCESS PANEL

APP APPLIANCE

APPROX APPROXIMATE

ARCH ARCHITECTURAL

ARCHT ARCHITECT

AWN AWNING

B/O BOTTOM OF

B/T BETWEEN

BC BRICK COURSE(S)

BD BOARD

BDBD BEADBOARD

BIM BUILDING INFORMATION MODEL (3D

MODEL)

BLDG BUILDING

BM BEAM

BOL BOLLARD

BOT BOTTOM

BSMT BASEMENT

CBB CEMENTITUOUS BACKER BOARD

CBNT CABINET

CI CAST IRON

CJ CONTROL JOINT

CL CENTERLINE

CLG CEILING

CLOS CLOSET

CLR CLEAR

CMU CONCRETE MASONRY UNIT

CO CLEANOUT

COL COLUMN

CONC CONCRETE

CONT CONTINUOUS

CONTR CONTRACTOR / CONTRACT

COORD COORDINATE

CPT CARPET

CSMT CASEMENT

CT CERAMIC TILE

D DEPTH

DBL DOUBLE

DED DEDICATED

DEMO DEMOLITION

DET(S) DETAILS(S)

DF DRINKING FOUNTAIN

DH DOUBLE HUNG

DIA DIAMETER

DIM(S) DIMENSION(S)

DN DOWN

DS DOWNSPOUT

DWG(S) DRAWING(S)

E/W EACH WAY

EA EACH

EAG EXHAUST AIR GRILLE

EC ELECTRICAL CONTRACTOR

EEW EMERGENCY EYE WASH

NOT FOR

CONSTRUCTION

PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

KEY PLAN:

C

O P

Y R

IG

H

T A

LL

O

Y

A R

C H

IT

E C

T U

R E

CIVIL:

MEPF:

FOOD SERVICE:

ARCHITECT:

STRUCTURAL:

ACOUSTICS:

ALLOY5

ARCHITECTURE

1/4" = 1'-0"

4/

/2

:4 0:

A M

G

.0

11/07/2025

MS/TB

MM

24-0018

GENERAL

INFORMATION

RENOVATIONS TO

ADMINISTRATION

BUILDING

1320 E PHILADELPHIA AVE, GILBERTSVILLE, PA

19525

SNYDER HOFFMAN

ASSOCIATES,

BETHLEHEM PA 18018

610.694.8020

SLATE STRUCTURAL

ENGINEERS, NAZARATH,

PA 18064 610.365.7634

DOUGLASS TOWNSHIP

1320 E PHILADELPHIA AVE, GILBERTSVILLE, PA

19525

ABBREVIATIONS

EJ EXPANSION JOINT

EL ELEVATION

ELEC ELECTRICAL

ELEV ELEVATOR

ENG ENGINEERED

EQ EQUAL / EQUIVALENT

EQUIP EQUIPMENT

ETR EXISTING TO REMAIN

EX / EXIST / EXG EXISTING

EXP EXPANSION

EXT EXTERIOR

FD FLOOR DRAIN

FDN FOUNDATION

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FEN FENCE

FF FILTER FABRIC

FHR FIRE HOSE REEL

FIN FINISH

FLR FLOOR

FLUOR FLUORESCENT

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOS FACE OF STUD

FOW FACE OF WALL

FP FIREPLACE / FIRE PROTECTION /

FIREPROOFING

FT FOOT

FTG FOOTING

FX FIXED

GA GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GL GLASS

GLZ GLAZING

GWB GYPSUM WALL BOARD

H HIGH

HB HOSE BIB

HC HOLLOW CORE

HCAP HANDICAP

HDPE HIGH DENSITY POLYETHYLENE

HDWD HARDWOOD

HDWR HARDWARE

HM HOLLOW METAL

HOP HOPPER

HORIZ HORIZONTAL

HP HIGH POINT

HT HEIGHT

HTR HEATER

HVAC HEATING VENTILATION AIR

CONDITIONING

ID INSIDE DIAMETER

IHM INSULATED HOLLOW METAL

IN INCHES

INCAN INCANDESCENT

INCL INCLUDING

INSUL INSULATION / INSULATED

INT INTERIOR

JAN JANITOR

JC JANITOR CLOSET

JT JOINT

ABBREVIATIONS

L LOW

LAM LAMINATED

LED LIGHT EMITTING DIODE

LIN LINOLEUM

LKG LOOKING

LP LOW POINT

LT LIGHT

LV LOW VOLTAGE

LVL LAMINATED VENEER LUMBER

LVR LOUVER

LVT LUXURY VINYL TILE

MANUF / MFG(R) MANUFACTURER

MATL MATERIAL

MAX MAXIMUM

MDF MEDIUM DENSITY FIBERBOARD

MDO MEDIUM DENSITY OVERLAY

MECH MECHANICAL

MEP MECHANICAL ELECTRICAL PLUMBING

MIN MINIMUM

MISC MISCELLANEOUS

MLDG MOULDING

MO MASONRY OPENING

MR MOP RECEPTOR

MTD MOUNTED

MTL METAL

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NOM NOMINAL

NTS NOT TO SCALE

O/A OVERALL

O/C / OC ON CENTER

OD OUTSIDE DIAMETER

OF OVERFLOW

OH OVERHEAD

OPER OPERABLE

OPNG OPENING

OPP OPPOSITE

PARTN PARTITION

PC PLUMBING CONTRACTOR

PERP PERPENDICULAR

PL PLATE

PLAM PLASTIC LAMINATE

PLST PLASTER

PLUMB PLUMBING

PLY/PLYWD PLYWOOD

PNT(D) / PTD PAINTED

PR PAIR / PRINTER

PREFIN PREFINISHED / FACTORY FINISHED

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PSL PARALLEL STRAND LUMBER

PT PRESSURE TREATED

PVC POLYVINYL CHLORIDE

QTY QUANTITY

R RISER

RAD RADIUS

RAG RETURN AIR GRILLE

RD ROOF DRAIN

RECP/REC RECEPTACLE

REF REFRIGERATOR / REFERENCE

REINF REINFORCING / REINFORCED

ABBREVIATIONS

REQ / REQ'D REQUIRED

REV REVISION

RM ROOM

RO ROUGH OPENING

RWC RAIN WATER

CONDUCTER/COLLECTOR

S&R SHELF AND ROD

SAG SUPPLY AIR GRILLE

SAN SANITARY

SC SOLID CORE

SCR SCREEN

SCW SOLID CORE WOOD

SECT SECTION

SF SQUARE FOOT / STEPPED FOOTING

SH SINGLE HUNG

SHT SHEET

SIM SIMILAR

SL SLIDER

SPEC SPECIFICATION

SQ SQUARE

SS SOLID SURFACE

SSTL STAINLESS STEEL

ST STUCCO

STD(S) STANDARD(S)

STL STEEL

STN STONE

STRUC / STRUCT STRUCTURAL

SUSP SUSPENDED

SV SHEET VINYL

T&G TONGUE AND GROOVE

T/O TOP OF

T/TR TREAD

TBD TO BE DETERMINED

TE TEMPERED

TG TEMPERED GLASS

THK THICK / THICKNESS

TOD TOP OF DECK

TOF TOP OF FOOTING

TOS TOP OF STEEL

TOW TOP OF WALL

TYP TYPICAL

U/S UNDERSIDE

UNF UNFINISHED

UNO UNLESS NOTED OTHERWISE

UON UNLESS OTHERWISE NOTED

VCB VINYL COVE BASE

VCT VINYL COMPOSITION TILE

VERT VERTICAL

VIF VERIFY IN FIELD

VTR VENT THRU ROOF

VWC VINYL WALL COVERING

W/ WITH

W/O WITHOUT

WC/EWC WATER COOLER / ELECTRIC WATER

COOLER

WD WOOD

WDW WINDOW

WG WIRE GLASS

WH WATER HEATER

WP WALL PAPER / WALL PROTECTION

WWF WELDED WIRE FABRIC

NO. ISSUE DESCRIPTION DATE

1 Issued for Permit 11/07/2025

2 Bid Set 01/26/2026

SUBMISSIONS:

NO. ISSUE DESCRIPTION DATE

1 Issued for Permit 11/07/25

2 Bid Set 01/26/26

NOT FOR

CONSTRUCTION

BUILDING CODE DATA ANALYSIS

APPLICABLE BUILDING CODES & REGULATIONS:

UCC AS ADOPTED & MODIFIED BY THE STATE OF PENNSLYVANIA:

DOUGLASS TOWNSHIP ZONING CODE

2018 INTERNATIONAL BUILDING CODE

2018 INTERNATIONAL EXISTING BUILDING CODE

2018 INTERNATIONAL ENERGY CONSERVATION CODE

2018 INTERNATIONAL MECHANICAL CODE

2018 INTERNATIONAL PLUMBING CODE

2018 INTERNATIONAL FIRE CODE

2018 INTERNATIONAL FUEL GAS CODE

2017 NATIONAL ELECTRIC CODE NFPA-70

2009 ICC A117.1 ACCESSIBLE AND USABLE BUILDINGS AND FACILITIES

BUILDING NAME:

DOUGLASS TOWNSHIP ADMINISTRATION BUILDING

BUILDING ADDRESS:

1320 E PHILADELPHIA AVE, GILBERTSVILLE, PA 19525

EXISTING BUILDING ALTERATION LEVEL (IEBC):

CLIMATE ZONE: 4 | MONTGOMERY COUNTY

FRAME TYPE WINDOW AND GLASS DOOR SKYLIGHT

IECC TABLE C303.1.3(1) DEFAULT GLAZED WINDOW, GLASS DOOR AND SKYLIGHT U-FACTORS

SINGLE DOUBLE SINGLE DOUBLE

METAL

METAL W/ THERMAL BREAK

NONMETAL OR METAL CLAD

GLAZED BLOCK

1.20

1.10

0.95

0.80

0.65

0.55

0.60

2.00

1.90

1.75

1.30

1.10

1.05

IECC TABLE C303.1.3(2) DEFAULT OPAQUE DOOR U-FACTORS

DOOR TYPE OPAQUE U-FACTOR

UNINSULATED METAL

INSULATED METAL (ROLLING)

INSULATED METAL (OTHER)

WOOD

INSULATED, NONMETAL EDGE, MAX 45% GLAZING, ANY

GLAZING DOUBLE PANE

1.20

0.90

0.60

0.50

0.35

SINGLE GLAZED DOUBLE GLAZED

IECC TABLE C303.1.3(3) DEFAULT GLAZED FENESTRATION SHGC AND VT

CLEAR TINTED CLEAR TINTED

SHGC

VT

SHGC (GLAZED BLOCK)

VT (GLAZED BLOCK)

0.8

0.6

0.7

0.3

0.6

0.7

0.6

0.6

0.3

0.6

INTERNATIONAL ENERGY CONSERVATION CODE:

ROOF (ATTIC) = R-38 MIN.

WALLS ABOVE GRADE (MASS) = R-9.5ci MIN.

WALLS ABOVE GRADE (WOOD FRAMED) = R-20 MIN.

WALLS BELOW GRADE = R-7.5ci MIN.

FLOORS (JOIST/FRAMING) = R-30 MIN.

SLAB-ON-GRADE FLOOR (UNHEATED) = R-10 FOR 24" BELOW MIN.

NONSWINGING DOORS = R-4.75 MIN.

CHAPTER 4 - COMMERCIAL ENERGY EFFICIENCY

TABLE C402.1.3: OPAQUE THERMAL ENVELOPE INSULATION COMPONENT MINIMUM

REQUIREMENTS, R-VALUE METHOD

TABLE C402.4: BUILDING ENVELOPE FENESTRATION MAXIMUM U-FACTOR & SHGC REQUIREMENTS

VERTICAL FENESTRATION (FIXED) = U-0.38 MAX.

VERTICAL FENESTRATION (OPERABLE) = U-0.45 MAX.

ENTRANCE DOORS = U-0.77 MAX.

SKYLIGHTS = U-0.50 MAX. & SHGC 0.40 MAX.

** REFER TO COMCHECK FOR ACTUAL VALUES

CHAPTER 3 - GENERAL REQUIREMENTS

TABLE C301.1 CLIMATE ZONES, MOISTURE REGIMES, AND WARM-HUMID DESIGNATIONS BY STATE, COUNTY AND TERRITORY

TABLE C402.1.4: OPAQUE THERMAL ENVELOPE ASSEMBLY MAXIMUM REQUIREMENTS, U-FACTOR

METHOD

SWINGING OPAQUE DOOR = U-0.61 MAX.

GARAGE DOOR <14% GLAZING = U-0.31 MAX.

INTERNATIONAL BUILDING CODE:

CHAPTER 3 - OCCUPANCY CLASSIFICATION AND USE

OWNER:

DOUGLASS TOWNSHIP

DESIGN PROFESSIONAL:

MICHAEL J. METZGER, AIA, LEED AP

ALLOY5 ARCHITECTURE

530 WEST BROAD STREET

BETHLEHEM, PENNSYLVANIA 18018

PHONE: 610-419-4055

EMAIL: MMETZGER@ALLOY5.COM

MAIN OCCUPANCY: BUSINESS GROUP B

SEPARATED OCCUPANCIES: ASSEMBLY GROUP A-3 & STORAGE GROUP S-1

CHAPTER 4 - SPECIAL DETAILED REQUIREMENTS BASED ON OCCUPANCY AND USE

NONE APPLICABLE

CHAPTER 5 - GENERAL BUILDING HEIGHTS AND AREAS

SECTION 504 - BUILDING HEIGHT AND NUMBER OF STORIES

TABLE 504.3 ALLOWABLE BUILDING HEIGHT IN FEET

ALLOWABLE HEIGHT: 40'-0" (A/B, VB, NONSPRINKLERED)

ACTUAL HEIGHT: 28'-0" +/- REFER TO ELEVATIONS

ACTUAL HEIGHT IS LESS THAN MAXIMUM ALLOWABLE HEIGHT

TABLE 504.4 ALLOWABLE STORIES ABOVE GRADE PLANE

ALLOWABLE STORIES: 1-STORY (A-3 / S-1, VB, NONSPRINKLERED)

ACTUAL: 1-STORY

ALLOWABLE STORIES:2-STORY (B, VB, NONSPRINKLERED)

ACTUAL: 2-STORY

SECTION 506 - BUILDING AREA

TABLE 506.2 ALLOWABLE AREA FACTOR (At)

At: 6,000 SF (A-3, VB, NONSPRINKLERED) At: 9,000 SF (B / S-1, VB, NONSPRINKLERED)

SECTION 506.2.4 MIXED-OCCUPANCY, MULTI-STORY BUILDINGS

ALLOWABLE AREA SHALL BE DETERMINED IN ACCORDANCE WITH APPLICABLE PROVISIONS OF

SECTION 508.1 BASED ON EQUATION 5-1 FOR EACH APPLICABLE OCCUPANCY.

(EQUATION 5-3) AS FOLLOWS: (Aa = At + [NS x If])

ACTUAL SQUARE FOOTAGE OF BUILDING

BASEMENT (GROUP S-1) = 1,535 SF

1ST FLOOR (GROUP B) = 3,626 SF

1ST FLOOR (GROUP A-3) = 1,645 SF

2ND FLOOR (GROUP S-1) = 1,181 SF

TOTAL = 7,987 SF

ACTUAL AREA OF BUILDING IS LESS THAN MAXIMUM ALLOWABLE AREA

SECTION 508 - MIXED USE AND OCCUPANCY

SECTION 508.4 - OCCUPANCIES SHALL BE SEPARATED WITH FIRE BARRIERS PER TABLE 508.4.

REQUIRED SEPARATION (NONSPRINKLERED) OCCUPANCY A, B & S-1 = 2 HOURS

SECTION 509 - INCIDENTAL USES (NOT REQUIRED, NOT APPLICABLE)

CHAPTER 6 - TYPES OF CONSTRUCTION

IBC TABLE 601 FIRE-RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (HOURS)

BUILDING ELEMENT RATING REQUIRED RATING PROVIDED U.L. ASSEMBLY #

PRIMARY STRUCTURAL FRAME 0 0 N/A

0 0 N/A

0 0 N/A

0 0 N/A

0 0 N/A

BEARING WALLS (EXTERIOR)

BEARING WALLS (INTERIOR)

NON-BEARING WALLS/PARTITIONS (EXT.)

NON-BEARING WALLS/PARTITIONS (INT.)

FLOOR CONSTR. & ASSOC. MEMBERS

ROOF CONSTR. & ASSOC. MEMBERS

0 0 N/A

0 0 N/A

IBC TABLE 602 FIRE-RESISTANCE RATING REQ.'S FOR EXT. WALLS BASED ON FIRE SEPARATION DISTANCE

FIRE SEPARATION DISTANCE = X (FEET) APPLICABLE?

X < 5 FEET N

N

N

Y

5 ≤ X < 10

10 ≤ X < 30

X ≥ 30

VBCONSTRUCTION TYPE:

REQUIRED RATING

VBCONSTRUCTION TYPE:

CHAPTER 9 - FIRE PROTECTION AND LIFE SAFETY SYSTEMS

CHAPTER 10 - MEANS OF EGRESS

OCCUPANCY TYPE AND LOAD (IBC SECTION 1004); SEE LIFE SAFETY PLANS SHEET G1.10

CHAPTER 29 - PLUMBING SYSTEMS

IBC TABLE 2902.1 MINIMUM NUMBER OF REQUIRED PLUMBING FIXTURES

THROUGH PENETRATION FIRE-STOP REQUIREMENTS

ASSEMBLY TYPE: F RATING T RATING REMARKS

1HR FIRE-RESISTANCE RATED WALL

2HR FIRE-RESISTANCE RATED WALL

1HR FIRE-RESISTANCE RATED HORIZ. ASSEMBLY

2HR FIRE-RESISTANCE RATED HORIZ. ASSEMBLY

1**

2**

**T RATING NOT REQUIRED WHERE PENETRATION IS CONTAINED AND LOCATED WITHIN THE CAVITY OF A WALL ABOVE

THE FLOOR OR BELOW THE FLOOR

EXISTING BUILDING

OCCUPANCY CLASSIFICATION:

ALLOWABLE AREA:

OCCUPANCY SEPARATION PROVIDED:

ACTUAL AREA:

AUTOMATIC SPRINKLERS PROVIDED:

ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS:

STANDPIPE SYSTEMS:

PORTABLE FIRE EXTINGUISHERS:

IEBC ALTERATION LEVEL:

CORRIDOR FIRE-RESISTANCE RATING:

MAXIMUM EXIT ACCESS TRAVEL DISTANCE:

GROUP B NO CHANGE

RENOVATION3

CONSTRUCTION CLASSIFICATION:

# OF EXITS REQUIRED / # OF EXITS PROVIDED

N/A 1 HR

- 9,000 GSF

7,627 GSF 7,987 GSF

TYPE VB TYPE VB

NONE NONE

NONE NONE

NOT REQUIRED N/A

4 PROVIDED-

- 2 / 4

N/A 1 HOUR

TOTAL OCCUPANT LOAD: - 143 OCCUPANTS

200 FT. 200 FT.

PROJECT SUMMARY:

# OF OCCUPANTS: LAVATORIESWATER

CLOSETS

DRINKING

FOUNTAINS

SERVICE SINK

MALE: 53

OCCUPANTS

FEMALE: 53

OCCUPANTS

1/125 =

1 REQUIRED

1/65 =

1 REQUIRED

1/200 =

1 REQUIRED

1/200 =

1 REQUIRED 1 REQUIRED 1 REQUIRED

GROUP A-3 ASSEMBLY

33 OCCUPANTS

1/25 =

2 REQUIRED

1/40 =

1 REQUIRED

GROUP B BUSINESS

139 OCCUPANTS

PROVIDED 4 PROVIDED 4 PROVIDED 1 PROVIDED* 1 PROVIDED

* ACCESSIBLE WATER DISPENSER SHALL BE PROVIDED IN LIEU OF DRINKING FOUNTAIN; BUILDING

WATER IS NOT POTABLE. TO BE REVIEWED AND APPROVED BY AHJ.

CHAPTER 9 - LEVEL 3 ALTERATIONS

CHAPTER 7 - FIRE AND SMOKE PROTECTION FEATURES

SECTION 705 - EXTERIOR WALLS

SECTION 705.2 MINIMUM DISTANCE OF PROJECTION; PROJECTIONS NOT PERMITTED WITHIN 24

INCHES OF LINE USED TO DETERMINE FIRE SEPARATION DISTANCE

TABLE 705.8 MAXIMUM AREA OF EXTERIOR WALL OPENINGS BASED ON FIRE SEPARATION DISTANCE

AND DEGREE OF OPENING PROTECTION

UNPROTECTED, NONSPRINKLERED :

<5' NOT PERMITTED

5' - <10' 10% ALLOWABLE AREA

10' - <15' 15% ALLOWABLE AREA

15' - <20' 25% ALLOWABLE AREA

20' - <25' 45% ALLOWABLE AREA

25' - <30' 70% ALLOWABLE AREA

30' + NO LIMIT

SECTION 706 - FIRE WALLS

TABLE 706.4 FIRE WALL FIRE-RESISTANCE RATINGS

NOT REQUIRED; NOT PROVIDED

SECTION 707 - FIRE BARRIERS

TABLE 707.3.10 - FIRE-RESISTANCE RATING REQUIREMENTS FOR FIRE BARRIERS, FIRE WALLS OR

HORIZONTAL ASSEMBLIES BETWEEN FIRE AREAS

GROUP A & B - 2 HOURS (REQUIRED; PROVIDED; SEE PLANS)

SECTION 708 - FIRE PARTITIONS

708.1 GENERAL - CORRIDOR WALLS AS REQUIRED BY SECTION 1020.1.

SECTION 709 - SMOKE BARRIERS (NOT REQUIRED / NOT APPLICABLE)

SECTION 710 - SMOKE PARTITIONS (NOT REQUIRED / NOT APPLICABLE)

SECTION 711 - FLOOR AND ROOF ASSEMBLIES (NOT REQUIRED / NOT APPLICABLE)

SECTION 712 - VERTICAL OPENINGS (NOT REQUIRED / NOT APPLICABLE)

SECTION 713 - SHAFT ENCLOSURES (NOT REQUIRED / NOT APPLICABLE)

SECTION 716 - OPENING PROTECTIVES

TABLE 715.4 OPENING FIRE PROTECTION ASSEMBLIES, RATINGS & MARKINGS

2 HOUR FIRE WALL/FIRE BARRIER = MIN. FIRE DOOR ASSEMBLY 1-1/2 HOUR RATING

1 HOUR FIRE PARTITION = MIN. FIRE DOOR ASSEMBLY 1/3 HOUR RATING

CHAPTER 8 - INTERIOR FINISHES

BUILDING ELEMENT RATING REQUIRED RATING PROVIDED

EXIT STAIRWAYS (IBC SECTION 1023.2 ) 1 1

1 1

1 1

ELEVATOR SHAFTS (IBC SECTION 713)

CORRIDOR WALLS (IBC SECTION 1020.1)

INTERIOR EXIT STAIRWAYS &

RAMPS AND EXIT

PASSAGEWAYS

CORRIDORS AND ENCLOSURE

FOR EXIT ACCESS STAIRWAYS

AND RAMPS

ROOMS AND ENCLOSED

SPACES

CLASS A

GROUP A-3 & B - NONSPRINKLERED

IBC TABLE 803.13 INTERIOR WALL AND CEILING FINISH REQUIREMENTS BY OCCUPANCY

CLASS A CLASS C

SECTION 903 - AUTOMATIC SPRINKLER SYSTEMS

903.2.1.3 GROUP A-3 - NOT REQUIRED; NOT PROVIDED.

SECTION 904 - ALTERNATIVE AUTOMATIC FIRE-EXTINGUISHING SYSTEMS (NOT APPLICABLE)

SECTION 905 - STANDPIPE SYSTEMS (NOT REQUIRED, NOT APPLICABLE)

SECTION 906 - PORTABLE FIRE EXTINGUISHERS - REQUIRED, PROVIDED.

CLASS A: MODERATE HAZARD, 2-A (1500 SF MAX FLOOR AREA, 11,250 SF MAX FLOOR AREA PER

EXTINGUISHER, 75' MAX. TRAVEL DISTANCE TO EXTINGUISHER)

SECTION 907 - FIRE ALARM AND DETECTION SYSTEMS

907.2.1 GROUP A - MANUAL FIRE ALARM SYSTEM NOT REQUIRED BASED ON GROUP A OCCUPANT

LOAD; NOT PROVIDED.

907.2.2 GROUP B - MANUAL FIRE ALARM SYSTEM NOT REQUIRED BASED ON GROUP B OCCUPANT

LOAD; NOT PROVIDED.

SECTION 1005 MEANS OF EGRESS SIZING

1005.3.2 EGRESS WIDTH = 0.2" / PER OCCUPANT (ALL EGRESS COMPONENTS; EXCLUDING STAIRS)

SECTION 1006 - NUMBER OF EXITS AND EXIT ACCESS DOORWAYS

TABLE 1006.2.1 - SPACES WITH ONE EXIT OR EXIT ACCESS DOORWAY

OCCUPANCY GROUP A & B; WITHOUT SPRINKLER SYSTEM:

MAX. OCCUPANT LOAD = 49

MAX COMMON PATH TRAVEL DISTANCE = 75 FEET

TABLE 1006.3.1 MINIMUM NUMBER OF EXITS OR ACCESS TO EXITS/ STORY

1-500 PERSONS PER STORY - 2 EXITS PER STORY

SECTION 1008.2 - MEANS OF EGRESS ILLUMINATION - REQUIRED AND PROVIDED.

SECTION 1009 - ACCESSIBLE MEANS OF EGRESS - REQUIRED AND PROVIDED.

SECTION 1010 - DOORS, GATES, AND TURNSTILES

1010.1.10 PANIC AND FIRE HARDWARE - REQUIRED IN GROUP 'A' OCCUPANCIES SERVING AN

OCCUPANT LOAD ≥50 .

SECTION 1013 - EXIT SIGNS

1013.4 RAISED CHARACTER AND BRAILLE EXIT SIGNS - REQUIRED ADJACENT TO ALL EXIT

PASSAGEWAYS

1013.5 INTERNALLY ILLUMINATED EXIT SIGNS - REQUIRED; ILLUMINATED

EXIT SIGNS REQ'D AT EACH EXIT AND EXIT ACCESS DOOR. EXIT SIGNS SHALL BE ILLUMINATED AT ALL

TIMES AND CONNECTED TO EMERGENCY POWER SOURCE AS REQUIRED TO PROVIDE ILLUMINATION FOR

NOT LESS THAN 90 MINUTES AFTER FAILURE OF PRIMARY POWER SOURCE.

SECTION 1017 - EXIT ACCESS TRAVEL DISTANCE

TABLE 1017.2 EXIT ACCESS TRAVEL DISTANCE -

A & B OCCUPANCY (W/OUT SPRINKLER) = 200 FT MAXIMUM

SECTION 1020 CORRIDORS

TABLE 1020.1 - CORRIDOR FIRE-RESISTANCE RATING

CORRIDOR FIRE-RESISTANCE RATING OF FIRE PARTITIONS IN GROUP A & B OCCUPANCY WITH AN

OCCUPANT LOAD SERVED BY CORRIDOR GREATER THAN 30, WITHOUT SPRINKLER SYSTEM =

1 HOUR RATING REQUIRED (PROVIDED; SEE PLANS)

TABLE 1020.2 - MINIMUM CORRIDOR WIDTH

44-INCH MINIMUM WIDTH (PROVIDED; SEE PLANS)

1020.4 - DEAD ENDS

DEAD-END CORRIDORS NOT TO EXCEED 20-FEET IN LENGTH

NOT FOR

CONSTRUCTION

PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

KEY PLAN:

C

O P

Y R

IG

H

T A

LL

O

Y

A R

C H

IT

E C

T U

R E

CIVIL:

MEPF:

FOOD SERVICE:

ARCHITECT:

STRUCTURAL:

ACOUSTICS:

ALLOY5

ARCHITECTURE

1/4" = 1'-0"

4/

/2

:4 0:

A M

G

.0

11/07/2025

MS/TB

MM

24-0018

CODE DATA

RENOVATIONS TO

ADMINISTRATION

BUILDING

1320 E PHILADELPHIA AVE, GILBERTSVILLE, PA

19525

SNYDER HOFFMAN

ASSOCIATES,

BETHLEHEM PA 18018

610.694.8020

SLATE STRUCTURAL

ENGINEERS, NAZARATH,

PA 18064 610.365.7634

DOUGLASS TOWNSHIP

1320 E PHILADELPHIA AVE, GILBERTSVILLE, PA

19525

NO. ISSUE DESCRIPTION DATE

1 Issued for Permit 11/07/2025

2 Bid Set 01/26/2026

SUBMISSIONS:

NO. ISSUE DESCRIPTION DATE

1 Issued for Permit 11/07/25

2 Bid Set 01/26/26

NOT FOR

CONSTRUCTION

DN

DN

UP

UP

80' - 11"

69' - 1"

72' - 2"

53' - 2"

TAX / ZONING

CONFERENCE

MEETING

LOBBY

VESTIBULE

RECEPTION

MENS

WOMENS

OPEN

WORKROOM

STAFF WC

JAN CL

EMERGENCY

SERVICES

FILE STORAGE

FINANCE

ASSISTANT

BREAKROOM

FINANCE

MANAGER

TOWNSHIP

MANAGER

ASSISTANT

TOWNSHIP

MANAGER

FIRST FLOOR

OCCUPANT LOAD = 127

3 EXITS PROVIDED

EXIT 04

DOOR WIDTH (IBC 1005.1)

27 x .2 = 5.4" REQUIRED

32" MINIMUM (IBC 1008.1)

32.75" PROVIDED (36" DOOR)

CAPACITY = 163 OCCUPANTS

EXIT 03

EXIT FOR UPPER/LOWER LEVELS

DOOR WIDTH (IBC 1005.1)

33 x .2 = 6.6" REQUIRED

32" MINIMUM (IBC 1008.1)

32.75" PROVIDED (36" DOOR)

CAPACITY = 163 OCCUPANTS

EXIT 01

DOOR WIDTH (IBC 1005.1)

82 x .2 = 16.4" REQUIRED

32" MINIMUM (IBC 1008.1)

66.75" PROVIDED (PAIR 36" DOOR)

CAPACITY = 333 OCCUPANTS

EXIT 02

DOOR WIDTH (IBC 1005.1)

37 x .2 = 7.4" REQUIRED

32" MINIMUM (IBC 1008.1)

32.75" PROVIDED (PAIR 36" DOOR)

CAPACITY = 163 OCCUPANTS

ACCESSIBLE PUBLIC ENTRANCE

ACCESSIBLE MEANS OF EGRESS

SERVICE ENTRANCE ONLY;

NOT A PUBLIC ENTRANCE

INTERIOR EXIT STAIRWAY; NOT AN

ACCESSIBLE MEANS OF EGRESS

ACCESSIBLE MEANS OF EGRESS

TO AREA OF REFUGE PER 1012

ACCESSIBLE MEANS OF EGRESS TO

AREA OF REFUGE PER 1012;

EXIT ONLY - NOT A PUBLIC ENTRANCE

ACCESSIBLE MEANS OF EGRESS TO

AREA OF REFUGE PER IBC 1012;

EXIT ONLY - NOT A PUBLIC ENTRANCE

STORAGE S-1 USE;

ACCESSORY TO MAIN

OCCUPANCY GROUP B

BUSINESS; NO SEPARATION

REQUIRED/PROVIDED

EXISTING ACCESS TO BASEMENT LEVEL;

NOT A REQUIRED MEANS OF EGRESS

2-HOUR OCCUPANCY SEPARATION

PRESCRIPTIVE METHOD PER 721.1(2)

ITEM NUMBER 1-1.1

DASHED LINE INDICATES 2HR RATED

CEILING/FLOOR ASSEMBLY ABOVE

UL DESIGN NO L511

3'-4 1/4"5'-0" 71' - 5"

2 2 2 2

2-HOUR SHAFT ENCLOSURE

PRESCRIPTIVE METHOD PER 721.1(2)

ITEM NUMER 1-1.1

ASSEMBLY A-3 USE;

CLASSIFIED AS BUSINESS PER 303.1.2;

NO SEPARATION REQUIRED/PROVIDED

ASSEMBLY A-3 USE;

SEPARATED OCCUPANCY

1-HOUR CORRIDOR

UL DESIGN NO U305

STAIR

MIN CLR

2'-8"

FEC

FEC

FEC

56' - 5"

1-HOUR-RATED EXTERIOR WALL

PER IBC 1009.7.2

ASSEMBLY A-3 USE;

CLASSIFIED AS BUSINESS PER 303.1.2;

NO SEPARATION REQUIRED/PROVIDED

EDGE OF LANDING LIES ON LOT LINE; ALL FIRE

SEPARATION DISTANCES SUBJECT TO

APPROVAL BY AHJ PER IBC 705.2 & 1027.5

APPROXIMATE EXISTING LOT LINE

TO BE VERIFIED IN FIELD BY GC

VIF

±4'-0"

VIF

±3'-2"

VIF

±3'-8"

1-HOUR-RATED EXTERIOR WALL

PER IBC 1009.7.2

KNOX BOX; CONFIRM LOCATION AND

TYPE w/ AHJ PRIOR TO INSTALLATION

40' - 11"

FILE STORAGE

STAIR

AV/IT DATA

FINANCE

STORAGE

STORY WITH ONE EXIT PER IBC TABLE 1006.3.3(2)

MAXIMUM OCCUPANT LOAD = 29 OCCUPANTS

ACTUAL MAX OCC LOAD = 5 OCCUPANTS

BUSINESS GROUP B OCCUPANCY

SHAFT ENCLOSURE PER IBC 713.4

2-HOUR FIRE BARRIER REQUIRED PER

OCCUPANCY SEPARATION

PRESCRIPTIVE METHOD @ EXIST WALL

SECOND FLOOR

OCCUPANT LOAD = 5

1 EXIT PROVIDED

EXIT 01

DOOR WIDTH (IBC 1005.1)

5 x .2 = 1" REQUIRED

32" MINIMUM (IBC 1008.1)

32.75" PROVIDED (36" DOOR)

1-HOUR RATED DUMBWAITER ENCLOSURE

w/ 60 MIN RATED OPENINGS

INTERIOR EXIT STAIRWAY; NOT AN

ACCESSIBLE MEANS OF EGRESS. STORY

NOT REQUIRED TO BE ACCESSIBLE PER

IBC 1104.4 EXCEPTION 4

FEC

53' - 8"

BASEMENT

STAIR

BASEMENT

OCCUPANT LOAD = 5

1 EXIT PROVIDED

NOT A REQUIRED EXIT

ACCESS STAIR

STORY WITH ONE EXIT PER IBC TABLE 1006.3.3(2)

MAXIMUM OCCUPANT LOAD = 29 OCCUPANTS

ACTUAL OCC LOAD = 5 OCCUPANTS

STORAGE GROUP S-1 OCCUPANCY

INTERIOR EXIT STAIRWAY; NOT AN

ACCESSIBLE MEANS OF EGRESS.

STORY NOT REQUIRED TO BE

ACCESSIBLE PER IBC 1103.2.9.

EXIT 01

DOOR WIDTH (IBC 1005.1)

7 x .2 = 1.4" REQUIRED

32" MINIMUM (IBC 1008.1)

32.75" PROVIDED (36" DOOR)

STORAGE

5FEC

FE

USE GROUP/OCCUPANCY LEGEND

STORAGE

BUSINESS

ASSEMBLY

1 HR RATED CORRIDOR or

EXIT PASSAGEWAY

1 HR RATED ENCLOSURE

FIRE EXTINGUISHER CABINET

LIFE SAFETY LEGEND

FEC

FIRE EXTINGUISHERFE

CALCULATED OCCUPANT

LOAD PER TABLE 1004.5

CUMULATIVE OCCUPANT

LOAD PER SECTION 1004.2

1 HR FIRE-RATED WALL

2 HR FIRE-RATED WALL

1 HR FIRE-RATED

EXTERIOR WALL

PATH OF EGRESS

NOT FOR

CONSTRUCTION

PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

KEY PLAN:

C

O P

Y R

IG

H

T A

LL

O

Y

A R

C H

IT

E C

T U

R E

CIVIL:

MEPF:

FOOD SERVICE:

ARCHITECT:

STRUCTURAL:

ACOUSTICS:

ALLOY5

ARCHITECTURE

As indicated

4/

/2

:4 1:

A M

G

.1

11/07/2025

MS/TB

MM

24-0018

LIFE SAFETY PLAN

RENOVATIONS TO

ADMINISTRATION

BUILDING

1320 E PHILADELPHIA AVE, GILBERTSVILLE, PA

19525

SNYDER HOFFMAN

ASSOCIATES,

BETHLEHEM PA 18018

610.694.8020

SLATE STRUCTURAL

ENGINEERS, NAZARATH,

PA 18064 610.365.7634

DOUGLASS TOWNSHIP

1320 E PHILADELPHIA AVE, GILBERTSVILLE, PA

19525

1/8" = 1'-0"

FIRST FLOOR - CODE

1/8" = 1'-0"

SECOND FLOOR - CODE

1/8" = 1'-0"

BASEMENT - CODE

TRAVEL DISTANCE LIMITATIONS

COMMON PATH 125'-0" MAXIMUM

DEAD-END CORRIDOR 50'-0" MAXIMUM

EXIT 250'-0" MAXIMUM

OCCUPANT AND FIXTURE LOAD - FIRST FLOOR

NO. ROOM NAME

Use

Group

Load Factor

Occupant

LoadArea

SF Per

Person

100 VESTIBULE (none) 90

101 LOBBY A 574 15 39

102 STAIR (none) 256

103 MEETING A 794 15 53

104 CONFERENCE A 254 15 17

105 TAX / ZONING B 382 150 3

106 EMERGENCY SERVICES B 174 150 2

107 BREAKROOM B 294 150 2

108 FILE STORAGE S-1 202 300 1

109 STAFF WC (none) 64

110 OPEN WORKROOM B 216 150 2

111 JAN CL (none) 34

112 FINANCE ASSISTANT B 148 150 1

113 FINANCE MANAGER B 187 150 2

114 TOWNSHIP MANAGER B 190 150 2

115 ASSISTANT TOWNSHIP

MANAGER

B 163 150 2

116 RECEPTION B 171 150 2

117 MENS (none) 57

118 WOMENS (none) 116

119 CORRIDOR (none) 251

120 CORRIDOR (none) 151

TOTAL OCCUPANT LOAD 128

OCCUPANT AND FIXTURE LOAD - SECOND FLOOR

NO. ROOM NAME

Use

Group

Load Factor

Occupant

LoadArea

SF Per

Person

200 STAIR (none) 251

201 FILE STORAGE B 631 150 5

202 AV/IT DATA B 103 150 1

203 FINANCE STORAGE B 90 150 1

TOTAL OCCUPANT LOAD 7

OCCUPANT AND FIXTURE LOAD - BASEMENT

NO. ROOM NAME

Use

Group

Load Factor

Occupant

LoadArea

SF Per

Person

000 BASEMENT S-1 1064 300 4

001 STAIR (none) 195

002 STORAGE S-1 33 300 1

TOTAL OCCUPANT LOAD 5

NO. ISSUE DESCRIPTION DATE

1 Issued for Permit 11/07/2025

2 Bid Set 01/26/2026

*THE SECOND FLOOR WILL HAVE A POSTED MAXIMUM OCCUPANT LOAD OF 5 OCCUPANTS

IN ACCORDANCE WITH IBC 1104.4 EXCEPTION 4.

SUBMISSIONS:

NO. ISSUE DESCRIPTION DATE

1 Issued for Permit 11/07/25

2 Bid Set 01/26/26

NOT FOR

CONSTRUCTION

WALL TYPE GENERAL NOTES:

1. PARTITION DETAILS ARE NOT NUMBERED SEQUENTIALLY

2. WALL TYPES DO NOT INCLUDE WALL FINISHES. SEE ROOM FINISH SCHEDULE & INTERIOR ELEVATIONS FOR FINISH INFORMATION.

3. P = GENERAL PARTITION. F=FIRE RATED PARTITION. M=MASONRY PARTITION

4. ALL RATED WALLS ARE TO BE CONSTRUCTED IN ACCORDANCE WITH TESTING AGENCY REQUIREMENTS. REFER TO SPECIFIC TEST REPORTS FOR

REQUIRED COMPONENTS AND ASSEMBLY. SEE WALL TYPE REFERENCES AND LIFE SAFETY PLANS FOR RATED WALL LOCATIONS. PROVIDE FIRESTOPPING PER FIRESTOPPING MANUFACTURER'S RECOMMENDATIONS FOR PENETRATIONS THROUGH RATED WALLS.

5. AT STEEL STUD WALLS WHICH DO NOT EXTEND TO STRUCTURE ABOVE, PROVIDE BRACE AT CENTERLINE OF DOOR OPENINGS AND BRACE @ 64"

O.C. UNLESS NOTED OTHERWISE

6. PROVIDE BLOCKING AS REQUIRED AT ALL WALL MOUNTED ITEMS INCLUDING BUT NOT LIMITED TO: WALL CABINETS, TOILET ROOM ACCESSORIES

AND PARTITIONS, DOOR HARDWARE, COUNTER TOPS, WALL MOUNTED EQUIPMENT, ETC.

7. ALL INTERIOR WALLS WHERE SOUND BATT INSULATION IS INDICATED ARE CONSIDERED ACOUSTIC WALLS, WHERE SPECIFIC STC RATINGS ARE

REQUIRED, SEE INDIVIDUAL WALL TYPE PARTITIONS.

8. COORDINATE RATINGS REQUIREMENTS INDICATED ON SPECIFIC PARTITIONS WITH LIFE SAFETY PLANS.

9. WHERE TILE FINISH OCCURS, PROVIDE CEMENT BACKER BOARD IN LIEU OF GYPSUM BOARD AS SUBSTRATE, THICKNESS TO MATCH GYPSUM

BOARD. REFER TO FINISH SCHEDULE AND INTERIOR ELEVATIONS FOR LOCATIONS OF TILE FINISH.

10. PROVIDE MOISTURE RESISTANT GYPSUM BOARD IN ALL RESTROOMS, LOCKER ROOMS, AND WET AREAS (WHERE TILE FINISH DOES NOT OCCUR).

11. WOOD FRAMING TO BE PRESSURE TREATED WHERE NOTED ON STRUC DWG'S, COORDINATE LOCATIONS W/ STRUC DWG'S & STRUC SPEC'S.

M1 MASONRY PARTITION

MARK CMU SIZE TOTAL THK STC MARK CMU SIZE STC

A

B

C

D

E

F

G

H

4"

6"

8"

10"

CEILING

DECK

FLOOR

FLOOR FIN AS SCHED

NOT TO SCALE

UL ASSEMBLY UL ASSEMBLY

12"

BASE AS SCHED

CEILING AS SCHED

EXTEND TO DECK ABOVE

STL ANGLE EA SIDE, SEE

STRUC DWG'S

CONCRETE MASONRY

UNITS, SIZE AS SCHED

TOTAL THK

43-45

44-46

45-48

46-50

47-51-

U905

VARIES

F6 1HR FIRE-RATED WALL

CEILING

DECK

FLOOR

EXTEND FRAMING & GWB

TO DECK ABOVE, SEAL

ALL PENETRATIONS

FLOOR FIN AS SCHED

BASE AS SCHED

CEILING AS SCHED

SEAL EA SIDE

TO DECK

2x WD STUDS @ 16" O.C.

SIZE AS SCHED

DOUBLE 2x WD TOP

PLATE

2x BOTTOM PLATE

VARIES

MARK STUD SIZE TOTAL THK STC MARK STUD SIZE STC

A

B

C

D

E

F

G

H

2x4

2x6

2x8

NOT TO SCALE

4-3/4"

TOTAL THKUL NUMBER UL NUMBER

U305*

*BEARING WALL

6-3/4" U305*

8-1/2" U305*

INSUL AS PER

UL LISTING

5/8" FIRE-RATED GWB AS

PER UL LISTING

SEAL EA SIDE

TO FLOOR

P50 PARTITION WALL

MARK STUD SIZE TOTAL THK STC MARK STUD SIZE STC

A

B

C

D

E

F

G

H

2x4

2x6

2x8

CEILING

DECK

6"

FLOOR

P51 PARTITION WALL

MARK STUD SIZE STC MARK STUD SIZE STC

A

B

C

D

E

F

G

H

CEILING

DECK

FLOOR

P52 PARTITION WALL

MARK STUD SIZE STC MARK STUD SIZE STC

A

B

C

D

E

F

G

H

CEILING

DECK

6"

FLOOR

P53 PARTITION WALL

MARK STUD SIZE STC MARK STUD SIZE STC

A

B

C

D

E

F

G

H

CEILING

DECK

FLOOR

FLOOR FIN AS SCHED

BASE AS SCHED

CEILING AS SCHED

SOUND ATTENUATION

5/8" GWB

2x WD STUDS @ 16" O.C.

SIZE AS SCHED

EXTEND FRAMING TO

STRUC / DECK ABOVE

DOUBLE 2x WD TOP

PLATE

NOT TO SCALE NOT TO SCALE NOT TO SCALE NOT TO SCALE

MARK STUD SIZE STC MARK STUD SIZE STC

A

B

C

D

E

F

G

H

CEILING

DECK

FLOOR

NOT TO SCALE

EXTEND FRAMING & GWB

TO DECK ABOVE, SEAL

ALL PENETRATIONS

FLOOR FIN AS SCHED

BASE AS SCHED

CEILING AS SCHED

SOUND ATTENUATION

5/8" GWB

EXTEND FRAMING & (1) LAYER

GWB TO DECK ABOVE, SEAL

ALL PENETRATIONS

FLOOR FIN AS SCHED

BASE AS SCHED

CEILING AS SCHED

SOUND ATTENUATION

5/8" GWB

EXTEND FRAMING & (1)

LAYER GWB TO DECK ABOVE,

SEAL ALL PENETRATIONS

FLOOR FIN AS SCHED

BASE AS SCHED

CEILING AS SCHED

SOUND ATTENUATION

5/8" GWB

4-3/4"

6-3/4"

8-1/2"

TOTAL THK TOTAL THK TOTAL THK TOTAL THK TOTAL THK TOTAL THK TOTAL THK TOTAL THK TOTAL THK

EXTEND FRAMING TO

STRUC / DECK ABOVE

FLOOR FIN AS SCHED

BASE AS SCHED

CEILING AS SCHED

SOUND ATTENUATION

5/8" GWB

6"

SEAL EA SIDE

TO DECK

SEAL TO DECK SEAL TO DECK

SOUND ATTEN SOUND ATTEN SOUND ATTEN SOUND ATTEN SOUND ATTEN SOUND ATTEN SOUND ATTEN SOUND ATTEN SOUND ATTEN

2x BOTTOM PLATE

2x4

2x6

2x8

4-3/4"

6-3/4"

8-1/2"

2x WD STUDS @ 16" O.C.

SIZE AS SCHED

DOUBLE 2x WD TOP

PLATE

2x BOTTOM PLATE

-2x4

2x6

2x8

4-3/4"

6-3/4"

8-1/2"

BASE AS SCHED

2x WD STUDS @ 16" O.C.

SIZE AS SCHED

DOUBLE 2x WD TOP

PLATE

2x BOTTOM PLATE

-2x4

2x6

2x8

2x WD STUDS @ 16" O.C.

SIZE AS SCHED

DOUBLE 2x WD TOP

PLATE

2x BOTTOM PLATE

2x WD STUDS @ 16" O.C.

SIZE AS SCHED

DOUBLE 2x WD TOP

PLATE

2x BOTTOM PLATE

-2x4

2x6

2x8

VARIES VARIES VARIES VARIES VARIES

4-1/8"

6-1/8"

7-7/8"

4-1/8"

6-1/8"

7-7/8"

36 YES

38 YES

P54 PARTITION WALL

SOUND ATTEN

CEILING

DECK

6"

FLOOR

FLOOR FIN AS SCHED

BASE AS SCHED

EXTEND TO DECK ABOVE

STL ANGLE EA SIDE, SEE

STRUC DWG'S

M8 MASONRY PARTITION

MARK STUD SIZE TOTAL THK STC MARK STUD SIZE STC

A

B

C

D

E

F

G

H

NOT TO SCALE

TOTAL THKSOUND ATTEN SOUND ATTEN

CEILING AS SCHED

8" NOM CONCRETE

MASONRY UNITS

5/8" GWB

7 5/8"

METL STUDS @ 16" O.C.

SIZE AS SCHED

2x4

2x6

2x8

11 3/4"

1' - 1 3/4"

1' - 3 3/4"

NOT FOR

CONSTRUCTION

PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

KEY PLAN:

C

O P

Y R

IG

H

T A

LL

O

Y

A R

C H

IT

E C

T U

R E

CIVIL:

MEPF:

FOOD SERVICE:

ARCHITECT:

STRUCTURAL:

ACOUSTICS:

ALLOY5

ARCHITECTURE

As indicated

4/

/2

:4 1:

A M

G

.0

11/07/2025

MS/TB

MM

24-0018

PARTITION DETAILS

RENOVATIONS TO

ADMINISTRATION

BUILDING

1320 E PHILADELPHIA AVE, GILBERTSVILLE, PA

19525

SNYDER HOFFMAN

ASSOCIATES,

BETHLEHEM PA 18018

610.694.8020

SLATE STRUCTURAL

ENGINEERS, NAZARATH,

PA 18064 610.365.7634

DOUGLASS TOWNSHIP

1320 E PHILADELPHIA AVE, GILBERTSVILLE, PA

19525

NO. ISSUE DESCRIPTION DATE

1 Issued for Permit 11/07/2025

2 Bid Set 01/26/2026

SUBMISSIONS:

NO. ISSUE DESCRIPTION DATE

1 Issued for Permit 11/07/25

2 Bid Set 01/26/26

NOT FOR

CONSTRUCTION

S

EXISTING SITE SIGNAGE TO REMAIN;

REFER TO ELECTRICAL SITE PLAN

EXISTING FLAGPOLE TO BE RELOCATED,

EC TO PROVIDE ELECTRICAL SERVICE TO

NEW LOCATION; REFER TO ELECTRICAL

SITE PLAN FOR APPROXIMATE

PROPOSED LOCATION, CONFIRM w/

TOWNSHIP REPRESENTATIVE PRIOR TO

START OF WORK

EXISTING CONCRETE CISTERN COVER

AND UNDERGROUND CISTERN TO BE

REMOVED & INFILLED BY OWNER; NIC

APPROXIMATE PROPERTY LINEAPPROXIMATE LOCATION OF EXISTING

BURIED STRUCTURE TO REMAIN

EXISTING

SHED

EXISTING

BUILDING

EXISTING

STRUCTURE

EXISTING BRICK FACED SITE

WALL TO REMAIN

APPROXIMATE LINE OF EXISTING

ASPHALT PAVING

GC TO REMOVE EXISTING CONCRETE &

PAVING AND FURNISH & INSTALL NEW

ASPHALT PAVING WITHIN AREA INDICATED:

EXIST

±17'-11"

E X

IS

T

IN

G D

R

IV

E W

A Y

INDICATES AREAS OF NEW CONCRETE

SIDEWALK, PAD OR PAVING; REFER TO

ARCHITECTURAL, STRUCTURAL,

MECHANICAL, ELECTRICAL & PLUMBING

DRAWINGS FOR MORE INFORMATION

PAD MOUNTED GENERATOR;

REFER TO ELECTRICAL DWGS.

DOUGLASS TOWNSHIP

ADMINISTRATION BUILDING

APPROXIMATE WORK AREA; PRIOR TO START

OF CONSTRUCTION GC TO PROVIDE STAGING

PLAN INDICATING AREAS FOR TRAILERS AND

MATERIALS AND LOCATION OF PERIMETER

FENCE (BY GC) IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS

GC TO PROVIDE TREE PROTECTION;

TYPICAL OF (7) TREES WITHIN

WORK AREA

EXISTING

PARKING

EXISTING

PARKING

EXISTING

PARKING

PROPOSED LOCATION OF ENTRANCE GATE

PHILADELPHIA AVENUE (ROUTE 73)

EX

IS

TIN

G

D R

IV

EW

A Y

ARCHITECTURAL SITE PLAN GENERAL NOTES:

1. SITE PLAN SHOWN FOR REFERENCE ONLY; ALL EXISTING SITE FEATURES

TO BE VERIFIED IN FIELD.

2. REFERENCE STRUCTURAL, MECHANICAL, PLUMBING AND ELECTRICAL

DRAWINGS FOR ADDITIONAL INFORMATION.

3. ALL EXISTING FIRE SEPARATION DISTANCES AND PROPOSED

PROJECTIONS; TO BE REVIEWED WITH AND APPROVED BY AHJ.

4. AREA FOR FENCING, ACCESS, AND EXTENT OF WORK AREA SHOWN HERE

FOR REFERENCE ONLY. PRIOR TO START OF CONSTRUCTION, GC TO

PROVIDE STAGING PLAN INDICATING AREAS FOR TRAILERS AND

MATERIALS AND LOCATION OF PERIMETER FENCE AND ACCESS POINTS

(BY GC) IN ACCORDANCE WITH THE CONTRACT DOCUMENTS

APPROX LOCATION OF JOB SIGN, FENCE

MOUNTED; REFER TO SPECIFICATIONS

EXIST

±16'-9"

PROPOSED+/-16'-1 3/4" VIF

EXISTING CURB

G A

TE

G A

TE

GATE

EXISTING PAVED SURFACE

WITHIN WORK AREA TO BE

RESURFACED & RESTRIPED

EX FSD

±4'-0"VIF

APPROXIMATE EDGE OF EXISTING ASPHALT

APPROXIMATE LOCATION OF EXISTING

WELL COVER; GC & PC TO VIF

GC TO REMOVE EXISTING STRIPING

THROUGH GRINDING OR SANDBLASTING

50 PARKING SPACES

VAN

8'-0"

8'-0"

CAR

8'-0"

GC TO FURNISH & INSTALL POSTS

AND POST MOUNTED SIGNAGE FOR

ACCESSIBLE PARKING SPACES @

60" ABOVE THE PARKING SURFACE

NOT FOR

CONSTRUCTION

PROJ NO:

CHECKED BY:

DRAWN BY:

SCALE:

DATE:

SHEET TITLE:

REGISTRATION:

530 WEST BROAD ST BETHLEHEM, PA 18018

610.419.4055

A R C H I T E C T U R E

PROJECT:

OWNER:

PROJECT TEAM:

SUBMISSIONS:

KEY PLAN:

C

O P

Y R

IG

H

T A

LL

O

Y

A R

C H

IT

E C

T U

R E

CIVIL:

MEPF:

FOOD SERVICE:

ARCHITECT:

STRUCTURAL:

ACOUSTICS:

ALLOY5

ARCHITECTURE

1" = 20'-0"

4/

/2

:4 1:

A M

G

.0

11/07/2025

TB

MM

24-0018

ARCHITECTURAL SITE

PLAN

RENOVATIONS TO

ADMINISTRATION

BUILDING

1320 E PHILADELPHIA AVE, GILBERTSVILLE, PA

19525

SNYDER HOFFMAN

ASSOCIATES,

BETHLEHEM PA 18018

610.694.8020

SLATE STRUCTURAL

ENGINEERS, NAZARATH,

PA 18064 610.365.7634

DOUGLASS TOWNSHIP

1320 E PHILADELPHIA AVE, GILBERTSVILLE, PA

19525

1" = 20'-0"

ARCHITECTURAL SITE PLAN

NO. ISSUE DESCRIPTION DATE

1 Issued for Permit 11/07/2025

2 Bid Set 01/26/2026

SUBMISSIONS:

NO. ISSUE DESCRIPTION DATE

1 Issued for Permit 11/07/25

2 Bid Set 01/26/26

NOT FOR

CONSTRUCTION

EXISTING CONCRETE

SLAB ON GRADE

COORDINATE SLAB

REMOVAL AND

REPLACEMENT FOR

UNDERGROUND UTILITIES

w/ MEP DRAWINGS

E X

F

T G

V .I .F

EX. FTG. { V.I.F. }

E X

F

T G

V .I .F

EX. FTG. { V.I.F. }

EX. FTG. { V.I.F. }

EX. FTG. { V.I.F. }

E X

F

T G

V .I .F

E X

F

T G

V .I .F

SEE 'NEW SLAB ON GRADE

CONNECTION TO EXISTING SLAB

ON GRADE TYPICAL DETAIL'

ON S3.00 FOR DOWEL REINF.

APPROX. EXTENT OF SLAB TO

BE REMOVED AND REPLACED

AT NEW FOOTINGS. SLAB

THICKNESS TO MATCH EXISTING

(TYP.)

SEE TYPICAL MASONRY

INFILL DETAIL ON S2.01

CONC. SLAB (THICKNESS

TO MATCH EXISTING)

w/ 6x6-W1.4xW1.4 WWF

OVER CRUSHED STONE

F20.12

S.F.

SEE S1.01 FOR

CONTINUATION

OF FOUNDATION

DRILL AND EPOXY

FOOTING REINF. INTO

EXISTING FOOTING

(6" EMBED.) (TYP.)

#3x16" DRILL AND

EPOXY INTO EXISTING

WALL @ 8" o/c VERT.

(8" EMBED.) (TYP.)

SEE PARTIAL

FOUNDATION PLAN

ON S1.01 FOR

CONTINUATION OF

FOUNDATION

S

.F

F .2

S3.01

TOP OF FOOTING -8" FROM

EXISTING FINISHED FLOOR

NOTES:

1) FINISH FLOOR EL. SEE PLAN. VERIFY IN FIELD. REFERENCE EL. 0.00'.

2) ( ) INDICATES TOP OF FOOTING ELEVATION RELATIVE TO DATUM ELEVATION 0.00'.

3) SEE S2.00 FOR COLUMN, PIER, AND FOOTING SCHEDULES.

4) ( * ) INDICATES BOTTOM OF FOOTING ELEVATION TO MATCH BOTTOM OF EXISTING FOOTING

ELEVATION.

5) INDICATES EXISTING TOP OF FOOTING ELEVATION. VERIFY IN FIELD.

6) 'S.F.' INDICATES STEPPED FOOTING. SEE TYPICAL DETAIL ON SHEET S3.00.

7) SEE ARCHITECTURAL DRAWINGS FOR ALL THE DIMENSIONS. DIMENSIONS ON THIS DRAWING ARE FOR THE CONVENIENCE ONLY AND MUST BE CHECKED WITH ARCHITECTURAL DRAWINGS FOR ACCURACY.

DIMENSIONS ON ARCHITECTURAL DRAWINGS GOVERN.

8) ALL EXISTING DIMENSIONS, ELEVATIONS, AND LOCATIONS OF EXISTING STRUCTURES, OR RELATIVE TO EXISTING STRUCTURES, THAT ARE SHOWN ON THE STRUCTURAL DOCUMENTS WILL BE VERIFIED BY FIELD MEASUREMENTS PERFORMED BY THE CONTRACTOR. ANY DISCREPANCIES SHALL BE REPORTED

TO THE ARCHITECT AND ENGINEER.

9) THE STRUCTURAL DOCUMENTS HAVE BEEN PREPARED BASED ON AVAILABLE KNOWLEDGE OF

EXISTING CONDITIONS. IF, DURING DEMOLITION, EXCAVATION OR CONSTRUCTION, ACTUAL CONDITIONS ARE DISCOVERED TO DIFFER FROM THOSE INDICATED ON THE DOCUMENTS, THE ARCHITECT AND

ENGINEER SHALL BE NOTIFIED.

10) ALL STRUCTURAL DEMOLITION MUST BE COORDINATED WITH THE ARCHITECTURAL, MECHANICAL, ELECTRICAL, AND PLUMBING DRAWINGS.

11) SELECTIVELY DEMOLISH STRUCTURAL COMPONENTS AS REQUIRED TO CONSTRUCT NEW WORK.

PRIOR TO ANY DEMOLITION WORK, AN ENGINEERING SURVEY REPORT OF THE STRUCTURE SHALL BE

PREPARED BY THE CONTRACTOR TO DOCUMENT THE CONDITION OF THE FRAMING, FLOORS, AND

WALLS. ANY ADJACENT STRUCTURE WHERE OCCUPANTS MAY BE EXPOSED SHALL BE SIMILARLY

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