2-2610 - Bethel Twp building 6.17.2026 Bid Set.pdf
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- Solicitation number
- Not on record
- Issued by
- Lehigh County, Pennsylvania
About this file
This is a bid set document for Bethel Township's Municipal Storage Building Project in Lebanon County, Pennsylvania, consisting of architectural drawings and specifications for construction of a 3,600 square foot accessory storage garage building. The project is located at 01 South Pine Grove Street, Fredericksburg, PA 17026. The building design includes a single-story garage structure with four 14'x14' overhead doors, manual entry doors, concrete apron areas, and internal storage and rack systems. A mandatory pre-bid meeting is scheduled for July 22, 2026 at 3 p.m. at the Bethel Township Building. Electronic bids will be accepted through PennBID until 12 noon on August 13, 2026, with public opening and reading at 7:00 p.m. the same day at the Bethel Township Board of Supervisors' meeting. Bethel Township anticipates completion of the work prior to the end of 2026 calendar year, and a construction schedule from each bidder will be required and evaluated as part of the bid review process.
The bid requires submission of a bid security equal to 10% of the bid amount, with the successful bidder required to furnish Performance and Payment Bonds each in an amount equal to 100% of the contract value within 20 days of award. All proposals must remain irrevocable for sixty days after the bid opening date. The project is subject to Pennsylvania Department of Labor and Industry's Prevailing Wage Determination requirements, with contractors obligated to pay prevailing minimum rates as established under the Prevailing Wage Act. The architectural and engineering drawings specify detailed construction requirements including 8-inch poured concrete foundation walls extending 4 feet above grade, 6-inch concrete slab flooring with vapor barrier and crushed stone base, pre-engineered wood trusses, 28-gauge steel roofing and siding, mechanical, electrical, and plumbing systems with provisions for future natural gas heating, and full compliance with 2019 ACI concrete standards, 2018 NDS wood design standards, 2020 National Electrical Code, and applicable local codes.
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DRAWN BY: PROJECT PHASE:
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G A R A G
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PERMIT SUBMITTAL
CS
INDEX OF DRAWINGS
LOCATION MAP
CS COVER SHEET
A-1 FLOOR PLAN
A-2
BETHEL TOWNSHIP
MUNICIPAL GARAGE
A-3 ELEVATIONS
A-4 ELEVATIONS, SECTIONS
�01� SOUTH PINE GROVE STREET
FREDERICKSBURG, PA 1�026
BETHEL TOWNSHIP, LEBANON COUNTY
FOUNDATION PLAN
A-5 WALL SECTIONS
SITE
MEP MECHANICAL, ELECTRIC, PLUMBING PLAN
A-6 SPECIFICATIONS
LOADING NOTES
DEAD LOADS
ROOF: 10 PSF WALLS: 10 PSF
LIVE LOAD
ROOF: 30 PSF
SNOW LOADS
GROUND SNOW LOAD (PG): 30 PSF
SNOW IMPORTANCE FACTOR (I): 1.0
SNOW EXPOSURE FACTOR (CE): 1.0
SNOW THERMAL FACTOR (CT): 1.1
WIND LOADS
ULTIMATE WIND SPEED (V): 115 MPH
RISK CATEGORY 2
WIND EXPOSURE CATEGORY: B
FOUNDATION NOTES
REMOVE ALL ORGANIC MATERIAL, EXCESSIVELY SOFT OR LOOSE SOIL, ASPHALT, CONCRETE,
OR OTHER DEBRIS WITHIN THE LIMITS OF THE FOUNDATIONS.
USE ON-SITE GRANULAR SOILS FOR FILL. PLACE FILL IN LIFTS NOT EXCEEDING 6" IN LOOSE
THICKNESS AND COMPACT TO 95% MAXIMUM DRY DENSITY PER ASTM D-1557,
STANDARD PROCTOR TEST
FOUNDATIONS ARE DESIGNED BASED ON A PRESUMPTIVE ALLOWABLE BEARING PRESSURE
OF 2,000 PSF. BEARING CAPACITY SHALL BE VERIFIED WITH ON-SITE TESTING.
CONCRETE NOTES
CONDUCT ALL CONCRETE WORK IN ACCORDANCE WITH THE 2019 EDITION OF ACI 318.
PROVIDE THE FOLLOWING CONCRETE COVER ON REINFORCEMENT BARS EXCEPT AS
NOTED:
CONCRETE CAST AGAINST AND PERMANENTLY EXPOSED TO EARTH: 3"
CONCRETE EXPOSED TO EARTH OR WEATHER:
#5 BARS OR SMALLER: 1 1/2"
#6 BARS OR LARGER: 2"
USE CONCRETE WITH COMPRESSIVE STRENGTH AT 28-DAYS AS FOLLOWS:
FOUNDATIONS: 3,000 PSI SLABS: 4,000 PSI
PROVIDE GRADE 60 REINFORCEMENT BARS THAT MEET THE REQUIREMENTS OF ASTM A 615
WELDING OF REINFORCEMENT BARS DURING FABRICATION OR CONSTRUCTION IS NOT
PERMITTED.
WOOD NOTES
ALL TIMBER IS DESIGNED IN ACCORDANCE WITH THE 2018 EDITION OF THE NDS
USING ALLOWABLE STRESS METHOD.
USE #2 SPF FOR ALL DIMENSIONAL LUMBER UNLESS NOTED OTHERWISE
PROVIDE 2500 F-2.0E LVL BEAMS
PROVIDE 2600 F-2.0E SOUTHERN PINE MSR LUMBER
DESIGN, MANUFACTURE, AND ERECT PRE-ENGINEERED WOOD TRUSSES IN
ACCORDANCE WITH THE NDS FOR METAL PLATE CONNECTED WOOD TRUSS
CONSTRUCTION BY TRUSS PLATE INSTITUTE
PROVIDE PRESSURE TREATED WOOD THAT IS TREATED IN ACCORDANCE WITH AWPA
STANDARDS
USE WOOD TREATED WITH CHROMATED COPPER ARSENATE (CCA) OR EQUIVALENT.
USE HOT DIP GALVANIZED OR STAINLESS STEEL CONNECTORS ON PRESSURE TREATED LUMBER
A-3
SCALE:
A-1 1/4" = 1'-0"
FLOOR PLAN
90'-0" FOUNDATION
9"
9"
P/T 6x6 POSTS ON
CONCRETE WALL W/
STURDI-WALL SWP66
BASE CONNECTORS
6" CONC. FILLED
STEEL BOLLARD, TYP
(PAINT YELLOW)
'x
' O
.H D
O O
R
'x
' O .H
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O O
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5'-0"
CL
8'-0"
CL
5'-0"
CL
8'-0"
CL
CL
CL
CL
CL
2"11
2"
14'x14' O.H. DOOR 14'x14' O.H. DOOR 14'x14' O.H. DOOR
8'-0"
CL CL
14'-0" 8'-51 2" 14'-0" 6'-0" 14'-0" 6'-0"
5'-101 2" 11
2"
8'-23 4"
CL
8'-0"
CL CL
CL
8'-0"
CLCL
8'-0"3'-33 4"
3'-21 4"11
2"
6'-0" CONCRETE APRON
C O
N C R
E T E A
P R
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RACK SYSTEM RACK SYSTEM
RACK SYSTEM
26'-0"
D.S.D.S.D.S.D.S.
D.S. D.S. D.S. D.S.
A-3
A-4
A-3
A-4
A-4
STORAGE GARAGE
2x4 VERT. FIRE
BLOCKING BETWEEN
GIRTS, NAILED TO FACE
OF EACH POST, TYP
(INTERIOR & EXTERIOR)
METAL SIDING
METAL LINER
CEILING FINISH
16'-0" HEIGHT
FE
FE
WATER
HYDRANT/HOSE
BIBB
WATER SUPPLY
FROM ADJACENT
BUILDING
ELECTRIC CONDUIT
CONDUIT FOR FUTURE
NATURAL GAS LINE
(FUTURE GAS HEATER(S)
TACTILE EXIT SIGN
TACTILE EXIT SIGN
ALL DOORS TO BE INSULATED
3'x7' INSULATED METAL
DOOR W/ METAL FRAME
-PANIC HARDWARE
-EXTERIOR LEVEL LATCH
-H/C ACC. THRESHOLD
3'x7' INSULATED METAL
DOOR W/ METAL FRAME
-PANIC HARDWARE
-EXTERIOR LEVEL LATCH
-H/C ACC. THRESHOLD
(3) PLY 1 3/4 x 11 1/4" LVL HEADER
CONTINUOUS 2x12
MSR HEADER
BOTH SIDES OF
POSTS
ELECTRIC
PANEL
METAL LINER PANELS
ABOVE ON 2x4 WALL
GIRTS @ 24" OC MAX,
TYP
(3) PLY 1 3/4 x 11 1/4" LVL HEADER (3) PLY 1 3/4 x 11 1/4" LVL HEADER
'-9
"58'-2 1 2"
SLOPE CONC.
MIN. 1/8" / FT
SLOPE CONC.
MIN. 1/8" / FT
PROVIDE DRAFTSTOPPING IN ATTIC AREA, ATTIC
AREA NOT TO EXCEED 3,000 SF.
MATERIALS SHALL BE NOT LESS THAN 1/2-INCH
(12.7 MM) GYPSUM BOARD, 3/8-INCH (9.5 MM)
WOOD STRUCTURAL PANEL, 3/8-INCH (9.5 MM)
PARTICLEBOARD, 1-INCH (25-MM) NOMINAL
LUMBER, CEMENT FIBERBOARD, BATTS OR
BLANKETS OF MINERAL WOOL OR GLASS FIBER,
OR OTHER APPROVED MATERIALS ADEQUATELY
SUPPORTED.
SEE HEADER
CONNECTION DETAIL
5/A-5, TYP
SEE HEADER
CONNECTION
DETAIL 4/A-5, TYP
CONTINUOUS 2x12
MSR HEADER
BOTH SIDES OF
POSTS
SEE HEADER
CONNECTION
DETAIL 4/A-5, TYP
4'-0" HIGH POURED
CONCRETE WALL
METAL LINER PANELS
ABOVE ON 2x4 WALL
GIRTS @ 24" OC MAX,
TYP
4'-0" HIGH POURED
CONCRETE WALL
P/T 6x6 POSTS ON
CONCRETE WALL W/
STURDI-WALL SWP66
BASE CONNECTORS
90'-3"
2"11
2"
F O
UN
D
A T
IO
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1 1/2" SPRAY FOAM
INSULATION OVER
CONCRETE WALL
(BETWEEN 2x4 WOOD
FURRING)
ADD ALTERNATE #1
GREASE INTERCEPTOR:
ROCKFORD # RGI-1000.
1,000 GALLON TANK W/
BAFFLE & TRAFFIC RATED
ACCESS LIDS.
ADD ALTERNATE #1
TRENCH DRAIN BY MONARCH
W/ STRUCTURAL STEEL COVER
1'-0" x 50'-0"
DESCRIPTIONMARK
EMERGENCY FIXTURE LEGEND
DUAL REMOTE EMERGENCY HEADS
EXIT SIGN - FACE AND DIRECTION ARROWS AS INDICATED
EXIT SIGN w/ REMOTE HEADS
EMERGENCY BATTERY UNIT
FE
20# ABC FIRE EXTINGUISHER (MIN. 2-A RATING)
TOP OF EXTINGUISHER AT 5'-0" MAX. A.F.F.
BOTTOM AT 4" MIN. A.F.F.
FE
RECESSED 20# ABC FIRE EXTINGUISHER (MIN. 2-A RATING)
TOP OF EXTINGUISHER AT 5'-0" MAX. A.F.F.
BOTTOM AT 4" MIN. A.F.F.
1. ALL EMERGENCY LIGHTS COMPLY w/ UL:94V-0
2. EMERGENCY LIGHTING TO BE CONNECTED TO LOCAL
LIGHTING CIRCUITS AHEAD OF ANY SWITCHING DEVICES.
3. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT
BE LESS THAN (1) ONE FOOTCANDLE AT THE WALKING
SURFACE
9"
4" THICK SIGNS W/
GRADE 2 BRAILLE (TYP)
1. CHARACTERS AND IDENTIFICATION SYMBOLS
ARE TO BE DISTINCTLY DIFFERENT FROM THE
BACKGROUND IN COLOR AND CONTRAST.
2.LETTERS AND NUMBERS ON SIGNS SHALL BE
RAISED 132" MIN., SHALL BE A MIN. OF 58" HIGH
AND MAX. OF 2" HIGH. CHARACTERS SHALL BE
UPPERCASE AND SANS-SERIF ACCOMPANIED
BY GRADE 2 BRAILLE.
3.PROVIDE IDENTIFICATION SIGN ON WALL TO
LATCH SIDE OF DOOR. WHERE SIGNS ARE
PROVIDED AT DOUBLE DOORS, THE SIGN
SHALL BE TO THE RIGHT OF THE RIGHT HAND
DOOR. WHERE NO WALL SPACE IS AVAILABLE
SIGNS SHALL BE ON THE NEAREST ADJACENT
WALL.F.F.
PROVIDE TACTILE SIGNS FOR ALL EGRESS EXITS
& HANDICAP ACCESSIBLE RESTROOMS.
SCALE:
A-1 1/4"=1'-0"
IDENTIFICATION SIGN ELEVATION
IDENTIFICATION SIGN
(SEE NOTE 3 FOR
LOCATION
ADA BRAILLE IDENTIFICATION SIGNS
ENTRANCE ACCESSIBLE EXIT
EXIT
RAISED CHARACTERS SHALL BE
48" MIN. ABOVE THE FLOOR,
MEASURED TO THE BASELINE OF
THE LOWEST RAISED CHARACTER
AND 60" MAX. ABOVE THE
FLOOR, MEASURED TO THE
BASELINE OF THE HIGHEST
RAISED CHARACTER
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AutoCAD SHX Text
8" PVC
UNDERGROUND RAIN
LEADER TO EXISTING
STORM WATER BASIN
8" PVC UNDERGROUND
RAIN LEADER
8" PVC
UNDERGROUND
RAIN LEADER
SCALE:
A-2 1/4" = 1'-0"
FOUNDATION PLAN
D.S.D.S.D.S.D.S.
D.S. D.S. D.S. D.S.
6" CONC. FILLED
STEEL BOLLARD, TYP
(PAINT YELLOW)
6'-0" CONCRETE APRON
C O
N C R
E T E A
P R
O N
90'-0"
A-4
A-4
6" THICK CONCRETE SLAB W/
WWF 6x6 W1.4xW1.4
VAPOR BARRIER AND
6" CRUSHED STONE BASE
24"x2" RIGID
PERIMETER
INSULATION
SLOPE CONC.
MIN. 1/8" / FT
8" POURED CONCRETE FOUNDATION
WALLS, EXTEND TO 4'-0" ABOVE F.F.E.
W/ #6 VERT. BARS HOOKED INTO
FOOTING & #6 HORZ. BARS @ 24" OC
24"x2" RIGID
PERIMETER
INSULATION
24x12" CONC FOOTING
W/ (3) #6 CONT. BARS &
#6 TIES @ 32" OC
SLOPE CONC.
MIN. 1/8" / FT
ADD ALTERNATE #1
SLOPE CONC FLOOR TO
TRENCH DRAIN, TYPICAL
ADD ALTERNATE #1
GREASE INTERCEPTOR:
ROCKFORD # RGI-1000.
1,000 GALLON TANK W/
BAFFLE & TRAFFIC RATED
ACCESS LIDS.
ADD ALTERNATE #1
TRENCH DRAIN BY MONARCH
W/ STRUCTURAL STEEL COVER
1'-0" x 50'-0"
50'-0"
PIPE TO RAIN
LEADER
S L O
P E C
O N C
1/
F T
S L O
P E C
O N C
1/
F T
SLOPE CONC.
1/8" / FT
SLOPE CONC.
1/8" / FT
1" DEPRESSION AT ALL
OVERHEAD DOORS
(SLOPED CONC SILL)
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A-2
FO
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A
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1ST FLR
0'-0"
EAVE HT.
16'-0"
SCALE:
A-3 1/4" = 1'-0"
EAST ELEVATION
D.S.
28 GA. STEEL SIDING (ABM)
OVER BUILDING PAPER
VAPOR BARRIER
28 GA. STEEL ROOF
(ABM)
D.S.D.S. D.S.
1'-0"
6" CONC. FILLED
STEEL BOLLARD, TYP
(PAINT YELLOW)
3 1/2" x 5/4
BORAL TRIM
PAINTED
1ST FLR
0'-0"
EAVE HT.
16'-0"
SCALE:
A-3 1/4" = 1'-0"
SOUTH ELEVATION
1'-6"
1 2
6" CONC. FILLED
STEEL BOLLARD, TYP
(PAINT YELLOW)
3 1/2" x 5/4
BORAL TRIM
PAINTED
SCALE:
A-3 1/4" = 1'-0"
NORTH ELEVATION
1'-6"
METAL ROOF TRIM
OVER 2x6 RAKE
28 GA. STEEL SIDING (ABM)
OVER BUILDING PAPER
VAPOR BARRIER
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A-3
EX
TE
R
IO
R E
LE
V A
TI
O
S
1ST FLR
0'-0"
EAVE HT.
16'-0"
SCALE:
A-4 1/4" = 1'-0"
WEST ELEVATION
D.S.D.S.D.S.D.S.
1'-0"
SCALE:
A-4 1/2" = 1'-0"
SECTION 1
A-5
A-5
PROVIDE DRAFTSTOPPING IN ATTIC AREA, ATTIC AREA NOT
TO EXCEED 3,000 SF.
MATERIALS SHALL BE NOT LESS THAN 1/2-INCH (12.7 MM)
GYPSUM BOARD, 3/8-INCH (9.5 MM) WOOD STRUCTURAL
PANEL, 3/8-INCH (9.5 MM) PARTICLEBOARD, 1-INCH (25-MM)
NOMINAL LUMBER, CEMENT FIBERBOARD, BATTS OR
BLANKETS OF MINERAL WOOL OR GLASS FIBER, OR OTHER
APPROVED MATERIALS ADEQUATELY SUPPORTED.
PROVIDE DRAFTSTOPPING ON ONE-SIDE OF TRUSS,
PROVIDE AN ACCESS PANEL W/ CLOSURE
1 2
SCALE:
A-4 1/2"=1'-0"
PIPE BOLLARD DETAIL
PROVIDE GROUTED
DOMED TOP ON ALL
EXTERIOR BOLLARDS
PAINTED 6"Ø RIGID
STEEL PIPE BOLLARD
FILLED WITH
CONCRETE
2" CONSTRUCTION
JOINT (TYP.)
FINISHED
GRADE OR
CONCRETE
FLOOR
SYSTEM
20"Ø
CONCRETE
BASE
COMPACT FILL
NOTE:
ADJUST DEPTH ACCORDINGLY
WHERE LOCATED OVER BUILDING
FOOTINGS
DRAWN BY: PROJECT PHASE:
SCALE: DATE:
TH
E
C O
N
TR
A C
TO
R S
H A
LL
C H
EC
K C O
N D
IT
IO
N S
IN
P
LA
C E
A N D
O B
TA
IN
O
R V
ER
IF
Y
A
LL
N
EC
ES
S A R Y
D
IM
EN
S
IO
N S
B
EF
O R E
B
EG
IN
N
IN
G W
O R K
JOB NO:
DRAWING NO:
AS NOTED
REVISIONS:
S
O U
TH
P
IN
E G
R O
V E
S
TR
EE
T
FR
ED
ER
IC
KS
B U R G
PA
B
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H
EL
T O
W N S H
IP
LE
B A N O
N C
O U N
TY
JUNE 8, 2026
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M U N
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IP
A L
G A R A G
E
PERMIT SUBMITTAL
A-4
EX
TE
R
IO
R E
LE
V A
TI
O N S
S
EC
TI
O
SCALE:
A-5 1/2" = 1'-0"
WALL SECTION @ OVERHEAD DOOR
2x6
EXP. JOINT
SLOPE MIN. 1/8"/ FT.
FIRE BLOCK GAP
AT HEADER IF REQ'D
2x6 FASCIA
VENTED SOFFIT
6'-0" APRON:
6" THICK CONCRETE SLAB
W/ WWF 6x6 W1.4xW1.4
GRADE
6" THICK CONCRETE SLAB W/
WWF 6x6 W1.4xW1.4
VAPOR BARRIER AND
6" CRUSHED STONE BASE
PRE-ENG. TRUSSES
@ 48" OC
28 GA. STEEL ROOFING
ON 2x4 PURLINS @ 24" OC
HURRICANE CLIPS AT OVERHEAD
DOOR HEADER ONLY
BOX GUTTER
(3) PLY 1 3/4 x 11
1/4" LVL HEADER,
OVERHEAD DOOR
SEE CONNECTION
DETAIL 5/A-5, TYP
2"x24" RIGID R-10 INSULATION
VERTICAL & HORZ.
EXP. JOINT
1" DEPRESSION AT
OVERHEAD DOORS
(SLOPED CONC SILL)
SCALE:
A-5 1/2" = 1'-0"
WALL SECTION
P/T 6x6 POSTS
2x12 MSR HEADER
BOTH SIDES OF POSTS
2x6 FASCIA
VENTED SOFFIT
PRE-ENG. TRUSSES
@ 48" OC
28 GA. STEEL ROOFING
ON 2x4 PURLINS @ 24" OC
24x12" CONC FOOTING
W/ (3) #6 CONT. BARS
& #6 TIES @ 32" OC
2x4 WALL GIRTS @
24" OC MAX, TYP
6" THICK CONCRETE SLAB W/
WWF 6x6 W1.4xW1.4
VAPOR BARRIER AND
6" CRUSHED STONE BASE
HURRICANE CLIPS
BOX GUTTER
GRADE
METAL LINER PANELS
METAL LINER PANELS
FLASHING
2x4 WALL GIRTS @
24" OC MAX, TYP
2x6 FIRE BLOCKING, TYP
2x4 VERT. FIRE
BLOCKING BETWEEN
GIRTS, NAILED TO
FACE OF EACH
POST, TYP
R-38 CEILING
INSULATION
MIN R-21 BATT
INSULATION
(CAVITY)
1'-6"
2x6x±18" TRUSS TIE
DOWN BLOCK, SEE ALSO
DETAIL 3/A-5
(ATTACHMENT BETWEEN
TRUSSES,
TRUSS ATTACHED TO
EACH POST)
28 GA. STEEL SIDING (ABM)
OVER BUILDING PAPER
VAPOR BARRIER
STURDI-WALL
SWP66 POST BASE
CONNECTOR
1 1/2" SPRAY FOAM
INSULATION OVER
CONCRETE WALL
(BETWEEN 2x4
WOOD FURRING)
M
IN
2"x24" RIGID R-10 INSULATION
VERTICAL & HORZ.
8" THICK x 4'-0" HIGH
POURED CONC WALL W/ #6
VERT. BARS HOOKED INTO
FOOTING & #6 HORZ. BARS @
24" OC
TRUSSES @ 48" O/C
ATTACHED TO POST
W/ (6) 12D NAILS
2 X 6 BLOCKING BETWEEN TRUSSES (TYP)
AND EACH HEADER W/ (3) 12D NAILS
2 X 12 MSR
HEADERS 2X6 FIRE BLOCKING
BETWEEN HEADERS
1/2" (TYP)
/4
E
Q S
P A
/4
"0.131 x 3 1/4 Gun Nail (Typ)
2x12 Header
2x4 SYP Block
/4
E
Q S
P A =1
/4
/4
E
Q S
P A
/4
/4
E
Q S
P A =1
/4
8'-0"
ATTACH TO TRUSS W/ (6) 12D NAILS
6 X 6
POST
6 X 6 POST
SCALE:
A-5 N.T.S.
2x12 HEADER CONNECTION DETAIL
SCALE:
A-5 N.T.S.
TRUSS TIE DETAIL
0.131X11 1/4
GUN NAIL (TYP)
2X12 HEADER
2x4 SYP Block
/4
E
Q S
P A =7
/2
/4
LSTA18 BOTH
SIDES
H10A ON DOOR
HEADERS ONLY
SCALE:
A-5 N.T.S.
O/H DOOR HEADER CONNECTION DETAIL
6 X 6 POST
(3) PLY 1 3/4
x 11 1/4" LVL
HEADER
WEATHER STRIPPING
OVERHEAD DOOR
& TRACK
CONT. 2x6 FOR O.H.
DOOR SUPPORT
3 1/2" x 5/4 BORAL
TRIM PAINTED
10 1/2" x 5/4 BORAL
TRIM PAINTED
6x6 POST
2x4 WALL GIRTS
R-21 INSULATION
METAL SIDING &
'J' CHANNEL
METAL LINER PANEL
& 'J' CHANNEL
SCALE:
J1 A-5 1/" = 1'-0"
OVERHEAD DOOR
JAMB DETAIL
BUILDING PAPER
SCALE:
H1 A-5 1/" = 1'-0"
OVERHEAD DOOR
HEAD DETAIL
METAL SIDING &
'J' CHANNEL
BUILDING PAPER
2x4 WALL GIRTS
R-21 INSULATION
(2) 2x6
2x10 VERT. FOR
DOOR TRACK
SUPPORT
10 1/2" x 5/4 BORAL
TRIM PAINTED
3 1/2" x 5/4 BORAL
TRIM PAINTED
2x6
WEATHER STRIPPING
SCALE:
H2 A-5 1/" = 1'-0"
MAN DOOR
HEAD DETAIL
METAL SIDING &
'J' CHANNEL
BUILDING PAPER
2x4 WALL GIRTS
R-21 INSULATION
3 1/2" x 5/4 BORAL
TRIM PAINTED
METAL FRAME
& 2x6
CAULK
METAL LINER
PANEL & 'J'
CHANNEL
DBL. 2x6 HEADER
METAL FLASHING
SCALE:
J2 A-5 1/" = 1'-0"
MAN DOOR
JAMB DETAIL
2"
1 2
CAULK
3 1/2" x 5/4 BORAL
TRIM PAINTED
METAL SIDING &
'J' CHANNEL
3 1/2" x 5/4 BORAL
TRIM PAINTED
3 1/2" x 5/4
BORAL TRIM
PAINTED
5/4 BORAL
TRIM PAINTED
5/4 BORAL
TRIM PAINTED
2x6 JACK &
KING STUD
2x4 WALL
GIRTS
METAL LINER
PANEL & 'J'
CHANNEL
METAL FRAME
& 2x6
8"
DRAWN BY: PROJECT PHASE:
SCALE: DATE:
TH
E
C O
N
TR
A C
TO
R S
H A
LL
C H
EC
K C O
N D
IT
IO
N S
IN
P
LA
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A N D
O B
TA
IN
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IF
Y
A
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N
EC
ES
S A R Y
D
IM
EN
S
IO
N S
B
EF
O R E
B
EG
IN
N
IN
G W
O R K
JOB NO:
DRAWING NO:
AS NOTED
REVISIONS:
S O
U
TH
P
IN
E G
R O
V E
S
TR
EE
T
FR
ED
ER
IC
KS
B U R G
PA
B
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H
EL
T O
W N S H
IP
LE
B A N O
N C
O U N
TY
JUNE 8, 2026
E ld on R
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Ph on e:
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T H
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PR
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PE
R
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O F
TH
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M
AY
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BE
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ED
So ut h
D ec at ur
S sb ur g, P en ns yl va ni a
B
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H
EL
T O
W N S H
IP
M U N
IC
IP
A L
G A R A G
E
PERMIT SUBMITTAL
A-5
W A
LL
S
EC
TI
O
DRAWN BY: PROJECT PHASE:
SCALE: DATE:
TH
E
C O
N
TR
A C
TO
R S
H A
LL
C H
EC
K C O
N D
IT
IO
N S
IN
P
LA
C E
A N D
O B
TA
IN
O
R V
ER
IF
Y
A
LL
N
EC
ES
S A R Y
D
IM
EN
S
IO
N S
B
EF
O R E
B
EG
IN
N
IN
G W
O R K
JOB NO:
DRAWING NO:
AS NOTED
REVISIONS:
S O
U
TH
P
IN
E G
R O
V E
S
TR
EE
T
FR
ED
ER
IC
KS
B U R G
PA
B
ET
H
EL
T O
W N S H
IP
LE
B A N O
N C
O U N
TY
JUNE 11, 2026
E ld on R
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SE
R
VI
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PR
O
PE
R
TY
O F
TH
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AY
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ED
So ut h
D ec at ur
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IP
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IC
IP
A L
G A R A G
E
PERMIT SUBMITTAL
A-6
S
PE
C
IF
IC
A
TI
O
SCALE:
MEP 1/4" = 1'-0"
MECHANICAL, ELECTRICAL, PLUMBING PLAN
'x
' O
.H D
O O
R
'x
' O .H
D
O O
R
14'x14' O.H. DOOR 14'x14' O.H. DOOR 14'x14' O.H. DOOR
6'-0" CONCRETE APRON
C O
N C R
E T E A
P R
O N
RACK SYSTEM RACK SYSTEM
RACK SYSTEM
D.S.D.S.D.S.D.S.
D.S. D.S. D.S. D.S.
STORAGE GARAGE
METAL LINER
CEILING FINISH
16'-0" HEIGHT
FE
FE
WATER HYDRANT/HOSE BIBB.
PROVIDE SHUT OFF VALVE ON
WATER LINE PRIOR TO FAUCET
WATER SUPPLY
FROM ADJACENT
BUILDING
ELECTRIC CONDUIT
CONDUIT FOR FUTURE
NATURAL GAS LINE
(FUTURE GAS HEATER(S)
DESCRIPTIONMARK
EMERGENCY FIXTURE LEGEND
DUAL REMOTE EMERGENCY HEADS
EXIT SIGN - FACE AND DIRECTION ARROWS AS INDICATED
EXIT SIGN w/ REMOTE HEADS
EMERGENCY BATTERY UNIT
FE
20# ABC FIRE EXTINGUISHER (MIN. 2-A RATING)
TOP OF EXTINGUISHER AT 5'-0" MAX. A.F.F.
BOTTOM AT 4" MIN. A.F.F.
FE
RECESSED 20# ABC FIRE EXTINGUISHER (MIN. 2-A RATING)
TOP OF EXTINGUISHER AT 5'-0" MAX. A.F.F.
BOTTOM AT 4" MIN. A.F.F.
1. ALL EMERGENCY LIGHTS COMPLY w/ UL:94V-0
2. EMERGENCY LIGHTING TO BE CONNECTED TO LOCAL
LIGHTING CIRCUITS AHEAD OF ANY SWITCHING DEVICES.
3. THE MEANS OF EGRESS ILLUMINATION LEVEL SHALL NOT
BE LESS THAN (1) ONE FOOTCANDLE AT THE WALKING
SURFACE
ELECTRICAL NOTES
RECEPTACLES (UNFINISHED AREAS)
LIGHTING CONTROL SWITCHES
RECEPTACLES (FINISHED AREAS)
DEVICE MOUNTING HEIGHTS
FIRE ALARM HORN/STROBE
PANEL BOARDS
TELEPHONE OUTLETS
DISCONNECT SWITCHES
FIRE ALARM STATIONS
80" AFF TO BOTT.
18" AFF TO CL
54" AFF TO BOTT.
72" AFF TO TOP
42" AFF TO CL
46" AFF TO CL
46" AFF TO CL
DISCONNECTS ON
EXTERIOR
OF BUILDING
18" AFF TO CL
· ALL ELECTRICAL WORK SHALL CONFORM TO THE REQUIREMENTS OF 2020 N.E.C.,
ALL LOCAL CODES AND BE INSPECTED BY A REGISTERED ELECTRICAL INSPECTOR.
· COORDINATE ALL ELECTRICAL WORK WITH OTHER TRADE PERSONS TO ENSURE
PROPER CLEARANCE WITH PIPES, DUCTS, AND OPENINGS.
· COORDINATE THE EXACT MOUNTING LOCATION OF DISCONNECT SWITCHES WITH
OTHER TRADES AND PROVIDE MOUNTING HARDWARE FOR EQUIPMENT.
· STARTERS, CONTROLS AND REMOTE SWITCHES SHOW FOR EQUIPMENT FURNISHED BY
OTHER CONTRACTORS WILL BE PROVIDED WITH THE RESPECTIVE EQUIPMENT,
BUT SHALL BE CONNECTED BY THE ELECTRICAL CONTRACTOR.
· THE ELECTRICAL CONTRACTOR SHALL INSTALL A COMPLETE GROUNDING SYSTEM AS
REQUIRED BY THE N.E.C. AND THE UTILITY COMPANY INCLUDING EQUIPMENT GROUNDS.
THIS SHALL INCLUDE GROUNDING THE WATER METER.
· PROVIDE PROPER CLEARANCES FOR ELECTRICAL PANELS AS PER N.E.C. 110.26(F) .
· ALL ELECTRICAL EQUIPMENT AMPERAGE TO BE CHECKED AND DETERMINED BY
ELECTRICAL CONTRACTOR.
· ALL FIXTURE TYPES AND LOCATIONS TO BE VERIFIED BY ELECTRICAL CONTRACTOR.
· EMERGENCY LIGHTING TO BE CONNECTED TO LOCAL LIGHTING CIRCUIT AHEAD OF
ANY SWITCHING DEVICES.
· ALL EQUIPMENT AND ELECTRICAL MATERIALS USED TO CONNECT THE EQUIPMENT,
WHERE POSSIBLE, TO BE LISTED BY A RECOGNIZED TESTING AGENCY SUCH AS U.L.
· ALL PENETRATIONS THROUGH CEILINGS & WALLS TO BE SEALED. PENETRATIONS
THROUGH FIRE RATED CEILINGS & WALLS TO BE SEALED WITH APPROVED FIRE
STOP CAULK.
· WIRING METHOD: ROMEX INTERIOR SPACES WHERE CONCEALED, EMT WHERE
EXPOSED, AND PVC UNDERGROUND.
· CONDUCTORS: COPPER CONDUCTORS SHALL BE TYPE THHN/THWN; ALUMINUM
CONDUCTORS SHALL BE XHHW. CONDUCTORS SHALL BE SIZED PER
N.E.C. 310-15A AND 310-16.
· A.I.C. REQUIREMENTS ARE NOT KNOWN AT THIS TIME. THE ELECTRICAL CONTRACTOR
SHALL VERIFY A.I.C. WITH LOCAL POWER COMPANY, AND PROVIDE ALL PANELS AND
EQUIPMENT WITH PROPER A.I.C. RATINGS.
· ALL LIGHTING CONTROLS TO COMPLY WITH 2021 IECC SECTION C405.2
DESCRIPTIONMARK
ELECTRICAL LEGEND
S
3S
4S
DS
NOTE: NOT ALL SYMBOLS USED IN ALL DRAWINGS
EF
OS
OS
PC
SPECIAL PURPOSE RECEPTACLE
GROUND FAULT CIRCUIT INTERRUPTER
CIRCUIT HOME RUN
EXHAUST FAN
DIMMER SWITCH
JUNCTION BOX
LED HIGH BAY SHOP LIGHT
DUPLEX RECEPTACLE
DOUBLE DUPLEX RECEPTACLE
SINGLE POLE SWITCH
3 WAY SWITCH
4 WAY SWITCH
DISCONNECT/SAFETY SWITCH
PANELBOARD / LOADCENTER
OCCUPANCY SENSOR SWITCH
CEILING OCCUPANCY SENSOR
PHOTOCELL SENSOR
CEILING MOUNTED LIGHTING FIXTURE
WALL MOUNTED LIGHTING FIXTURE
WALL PACK LIGHT FIXTURE
J
WP
MOTOR
WP
GFI
6'-7" MAXIMUM TO THE
UPPERMOST LEVEL
OF THE OPERATING
HANDLE
WEATHER RESISTANT OUTLET &
WEATHER PROOF COVER
NOTE:
UTILITIES FROM ADJACENT
BUILDING ON SITE
ELECTRIC
PANEL
W P
WP
WP
W P
PC
TO ALL WALL
PACK LIGHTS
3S 3S
S
S
LED HIGH BAY
SHOP LIGHT.
E.C. TO VERIFY
SPACING PER
TYPE & LUMENS
±1
±12'-0"
WP
GFI
WP
GFI
WP
GFI
DRAWN BY: PROJECT PHASE:
SCALE: DATE:
TH
E
C O
N
TR
A C
TO
R S
H A
LL
C H
EC
K C O
N D
IT
IO
N S
IN
P
LA
C E
A N D
O B
TA
IN
O
R V
ER
IF
Y
A
LL
N
EC
ES
S A R Y
D
IM
EN
S
IO
N S
B
EF
O R E
B
EG
IN
N
IN
G W
O R K
JOB NO:
DRAWING NO:
AS NOTED
REVISIONS:
S O
U
TH
P
IN
E G
R O
V E
S
TR
EE
T
FR
ED
ER
IC
KS
B U R G
PA
B
ET
H
EL
T O
W N S H
IP
LE
B A N O
N C
O U N
TY
JUNE 8, 2026
E ld on R
. S to lt zf us , A rc hi te ct
Ph on e:
(7
) 2
-5
F ax
7)
-9
E -m ai l:
es to ltz fu s@ er sa rc hi te ct .c om
Ar ch ite ct rio r D es ig n
W
IT
H O
U T
H
IS
P
ER
M
IS
SI
O
N A
N D
U N
LE
SS
T H
E R
EP
R
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TI
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N C
AR
R
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S
H
IS
N
AM
E
AS
T H
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AR
C H
IT
EC
T
TH
IS
D
R
AW
IN
G
A S
AN
IN
ST
R
U M
EN
T
O F
SE
R
VI
C
E
IS
T H
E
PR
O
PE
R
TY
O F
TH
E
AR
C
H
IT
EC
T
AN
D
M
AY
N O
T
BE
R
EP
R O
D U
C
ED
So ut h
D ec at ur
S sb ur g, P en ns yl va ni a
B
ET
H
EL
T O
W N S H
IP
M U N
IC
IP
A L
G A R A G
E
PERMIT SUBMITTAL
MEP
M
EC
H A N
IC
A L, E
LE
C
TR
IC
A L, P
LU
M B
IN
G P
LA
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File details come from the government source that posted it. Updated .