3.0 Drawings (2).pdf

PDF 4 MB Posted Apr 3, 2026

Attached to: 23WHM SGL37 New Crew HQ BLDG-GEN
Solicitation number: 6100065748
Issued by: Warren County, Pennsylvania

About this file

Written by GovTribe AI · Apr 3, 2026

This file contains construction drawings and specifications for a new 40' x 100' Crew Headquarters building project for the Pennsylvania Game Commission (PGC) located on State Game Lands No. 037 in Charleston Township, Tioga County, Pennsylvania. The project encompasses general construction, mechanical, plumbing, and electrical work packages. The scope includes construction of a new pole building with metal siding and roof panels, concrete floor slab, interior wall finishes with fiberglass-reinforced panels (FRP) and metal finishes, installation of three overhead garage doors, entry doors, windows, insulation systems, and building appurtenances. The 4,000 square foot structure includes office and break room space (approximately 1,370 square feet heated), a shop area for farm implement maintenance, equipment storage, mechanical room, and bathroom facilities. Additional site work includes construction of a new parking area and access road, installation of a 1,500-gallon precast concrete septic tank, new well location, drainage systems with trench drains, and utility infrastructure including underground telephone, electric, gas, and water service lines. The building is designed to International Building Code 2018 standards with Use and Occupancy Group 304.1 (B for office and S-1 for storage) and Construction Type VB classification.

The project specifications detail comprehensive construction requirements including a concrete foundation system with 6-inch Class AA concrete slabs over polyethylene vapor barriers and stone base courses, 3-ply laminated wooden posts and headers, pre-engineered roof trusses with R-30 batt insulation, metal roofing rated for 42.5 pounds per square foot snow load and 115 mph wind speeds, and pressure-treated splash boards around the perimeter. Mechanical systems include a Bosch heat pump system with minimum 18 SEER and 8.0 HSPF ratings, supplemented by Reznor unit heaters for makeup heat, and dedicated exhaust systems. Plumbing incorporates PEX-A piping for domestic water supply, Schedule 40 PVC for sanitary drainage sloped at minimum 1/4 inch per foot, and polycast prefabricated trench drain systems. Electrical infrastructure provides 200-amp service with a main disconnect and includes separate circuits for HVAC equipment, water heater, well pump, welder outlet, air compressor outlet, and general lighting with LED fixtures and emergency exit lighting throughout. The drawings indicate all disturbed areas must be restored and graded, seeded, and mulched in accordance with soil erosion and sedimentation control requirements. Contractors are required to coordinate with utility companies, maintain access to existing facilities, and comply with PennDOT requirements for any work affecting state roadways.

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1.0 Bid Notice -SGL 037.pdf	PDF	Apr 3, 2026
Terms and Conditions.pdf	PDF	Apr 3, 2026

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PENNSYLVANIA GAME COMMISSION

PROJECT NO. PGC-037-25-01

STATE GAME LANDS #037

NEW 40' x 100' CREW HEADQUARTERS BUILDING

CHARLESTON TOWNSHIP, TIOGA COUNTY, PENNSYLVANIA

CONTRACT NO. 1: GENERAL CONSTRUCTION CONTRACT NO. 3: PLUMBING CONSTRUCTION

CONTRACT NO. 2: MECHANICAL CONSTRUCTION CONTRACT NO. 4: ELECTRICAL CONSTRUCTION

SITE PLAN GENERAL NOTES:

1. UTILITY LINE LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. UNDERGROUND TELEPHONE, ELECTRIC, GAS, SANITARY SEWER, WATER AND STORMWATER DRAINAGE LINES MAY BE PRESENT AT SOME WORK LOCATIONS. FIELD VERIFICATION IS REQUIRED PRIOR TO ANY CONSTRUCTION. CONTACT PA ONE CALL AND COMPLY WITH ACT 287 (AS AMENDED) REGARDING LOCATIONS OF UNDERGROUND UTILITIES.

2. ALL WORK WITHIN THE PUBLIC RIGHT-OF-WAY SHALL BE CONDUCTED IN ACCORDANCE WITH THE

REQUIREMENTS OF PENNDOT, THE LOCAL MUNICIPALITY AND THE CONTRACT DOCUMENTS.

3. CONTRACTOR SHALL COORDINATE WITH AFFECTED UTILITY COMPANIES IN THE EVENT ITEMS SUCH AS TEMPORARY POLE SUPPORT IS REQUIRED. THIS WORK SHALL BE COMPLETED AT NO ADDITIONAL COST

TO THE OWNER.

4. EXISTING DRAINAGE FACILITIES SHALL REMAIN INTACT DURING CONSTRUCTION, UNLESS OTHERWISE

DIRECTED BY THE ENGINEER.

5. ALL AREAS DISTURBED BY THE CONSTRUCTION WORK SHALL BE RESTORED IN ACCORDANCE WITH THE

CONTRACT DOCUMENTS TO THEIR ORIGINAL CONDITION OR BETTER.

6. ALL DISTURBED AREAS NOT RECEIVING OTHER SURFACE TREATMENT SHALL BE GRADED, SEEDED, AND

MULCHED.

7. CONTRACTOR SHALL REFER TO CONTRACT DOCUMENTS FOR SOIL EROSION & SEDIMENTATION CONTROL

PLAN REQUIREMENTS.

8. MAINTAIN ACCESS TO DRIVEWAYS AND ENTRANCES LOCATED ALONG THE PROJECT.

9. THE CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION VEHICLES (INCLUDING MATERIAL SUPPLIER VEHICLES) LEAVING THE PROJECT AREA HAVE MUD BUILDUP REMOVED FROM THE TIRES BEFORE EXITING ONTO PAVED ROADWAYS. ALL MUD TRACKED ONTO PAVED ROADWAYS SHALL BE IMMEDIATELY REMOVED

FROM THE ROADWAY.

CS-1 COVER SHEET & BUILDING SITE PLAN

SP-1 EXISTING SITE PLAN

SP-2 PROPOSED SITE PLAN

A-1 BUILDING FLOOR PLAN

A-2 ELEVATIONS, SCHEDULES & REFLECTED CEILING PLAN

A-3 WALL SECTION & DETAILS

A-4 SECTIONS & DETAILS

P-1 PLUMBING FLOOR PLAN, ELEVATIONS & DETAILS

M-1 MECHANICAL FLOOR PLAN & DETAILS

E-1 ELECTRICAL FLOOR PLAN, SCHEDULES & DETAILS

DRAWING INDEX

COVER SHEET

CS-1

PENNSYLVANIA GAME COMMISSION

TIOGA COUNTY

PGC-037-25-01PROJECT NO.

DATE:

SHEET NO.

CHARLESTON TOWNSHIPSGL # 037

REVISIONS

NEW 40'x100' CREW HEADQUARTERS BUILDING

DRAWN BY:

01/21/2026

AGL

PROJECT LOCATION PLAN

NOT TO SCALE

PROJECT LOCATION

STATE GAME LANDS No.037

2429 HILLS CREEK LAKE ROAD,

WELLSBORO, 16901

TIOGA COUNTY

= GEO N41.82314, -77.21484°WPROJECT LOCATION

STATE GAME LANDS No.037

2429 HILLS CREEK LAKE ROAD

WELLSBORO, PA 16901

PROJECT MAP

NOT TO SCALE

BUILDING CODE SUMMARY

Code: International Building Code, 2018 edition

Scope:Construction of a new 40' x 100' Crew Headquarters Building on State Game Lands No. 037 in Charleston Township, Tioga County. The new building shall include accommodations for PGC maintenance staff and storage of excavation equipment, implements and tools necessary for maintaining state game land grounds and roadways.

Summary:

Use & Occupancy Group: 304.1 B Building occupied portion for Office

3.11.1 S-1, Building portion used for Storage that are not S-2.

Construction Type: VB (Table 601) New Building Area: 4,000 s.f.

Allowable Area: 9,000 s.f. (Table 506.2) Building Stories: 1 Story, No basement, Allowable Stories: 1 Table 504.4) Fire Protection: No fire suppression, not required.

Fire Extinguishers: Units of “A” = 4,000 / 1,500 = 2.66 ~ 3 (Table 906.3(1)) Fire extinguisher shall be provided at each of the two building exits and one at the opposite end of building near OH door.

Occupant Load: Buisness, Occupancy Factor = 150 gross 502 S.F./150 = 3.34 ~ 3 persons Storage, Occupancy Factor = 300 gross 3,498 S.F./300 = 11.66 ~ 12 persons

Egress Width: 15 x 0.2 inches = 3 inches min. (1005.3.2).

Means Of Egress: 3 Exits provided = 108 inches; 1 required (Table 1006.3.3(2)) Accessibility: Not required, agricultural building.

Requesting exemption/variance from PA L&I, A.A.B.

Energy Efficiency: Building/structure to be partially heated and air conditioned.

Heated area: Crew Area + Shop Area = 1,872 S.F.

Truss Design Criteria: Roof trusses must have a roof load rating of 42.5 lbs/ SF ground snow load (snow load factor of 0.7) and a (RisN Category II) wind load rating of 25 lbs/SF and wind speed rating of 115 MPH minimum.

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REGISTERED

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ENGINEER

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AUSTIN D. KIEFFER

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PROFESSIONAL

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SE-6

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NC-3

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NE-5

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SC-4

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SW-2

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NW-1

EXISTING POLE (9691 W.E. CO.)HILLS CREEK LAKE ROAD (SR 4037)

40 MPH

APPROXIMATE TREE LINE

(AREA TO BE CLEARED BY

PGC CREW)

EXISTING SITE PLAN

SP-1

PENNSYLVANIA GAME COMMISSION

TIOGA COUNTY

PGC-037-25-01PROJECT NO.

DATE:

SHEET NO.

CHARLESTON TOWNSHIPSGL # 037

REVISIONS

NEW 40'x100' CREW HEADQUARTERS BUILDING

DRAWN BY:

01/21/2026

AGL

OVERALL EXISTING SITE PLAN

NOT TO SCALE

EXISTING

RESIDENTIAL

STRUCTURE

EXISTING W.E.CO.

UTILITY POLE #9691,

MEAA2.

PROJECT VICINITY MAP

NOT TO SCALE

Site

APPROX.

PROPERTY

LINE

APPROX.

PROPERTY

LINE

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ENGINEER

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AUSTIN D. KIEFFER

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PROFESSIONAL

No.

NEW UNDERGROUND TELEPHONE SERVICE IN 1 14" Ø

SCHEDULE 40 CONDUIT FROM EXISTING POLE TO NEW

CREW HEADQUARTERS BUILDING, (APPROX. 300')

R5 0'-

0" s e

NEW UNDERGROUND (U.G.) ELECTRIC

SERVICE IN 2 12" Ø SCHEDULE 40

CONDUIT EXTENDED FROM NEW 200

AMP DISCONNECT STUBBED

UNDERGROUND. (APPROX. 300')

e e e e e e

PROPOSED

NEW CREW BUILDING

4,000 S.F.

F.F. ELEV. 1444.6'

100'-0"

'-0

±50'-0"

C.O.

APPROXIMATE LOCATION OF

CONCRETE WASHOUT AREA.

G.C. TO INSTALL PER DETAIL

AND PROVIDE REMOVAL AND

SITE REMEDIATION AS

REQUIRED.

4" SCHEDULE 40 PVC DRAIN

LEADER EXTENDED APPROX. 60'-0"

FROM BUILDING. DISCHARGE TO

GRADE ON STONE RIPRAP AND

PROVIDE RODENT SCREEN.

e ee e e e e e e s s s s s

T T

STIP TOPSOIL MINIMUM 10" AS

REQUIRED FOR EXPANSION OF

PARKING/STAGGING AREA.

PROVIDE STONE PARKING AREA

WITH 4" THICK LAYER OF

COMPACTED 2A COURSE

AGGRGRATE OVER 6" COMPACTED

3A SUBBASE MATERIAL.

NEW PROPOSED

WELL LOCATION

1446PROVIDE STONE PARKING AREA

WITH 6" THICK LAYER OF

POURED CONCRETE WITH

6X6XW2.9XW2.9 W.W.F

REINFORCEMENT OVER 4" MIN

COMPACTED 2B SUBBASE

MATERIAL. TIE INTO CONCRETE

APRON.

INSTALL NEW 1,500 GAL.

PRECAST CONC. SINGLE

COMPARTMENT SEPTIC TANK,

BY G.C.

s s s

'-0

LIMIT OF DISTURBANCE

TREE LINE

NEW UNDERGROUND NATURAL GAS LINE. EXTEND FROM

EXISTING MAIN LOCATED ADJACENT TO ROADWAY.

EXCAVATION FOR GAS LINE BY GENERAL CONTRACTOR.

ALL HAS LINES, CONNECTIONS, METER AND REGULATOR

BY GAS COMPANY. VERIFY AND COORDINATE EXACT

LOCATIONS IN FIELD.

INSTALL CULVERT PER DETAIL UNDER PROPOSED

DRIVEWAY. PROVIDE POSITIVE AND ADEQUATE

DRAINAGE. LOCATION APPROXIMATE AND TO BE FIELD

VERIFIED.

STRIP SOD AND

REPLACE WITH

STABILIZED ROAD BASE

(TYP.)

PROPOSED NEW SANITARY LINE

TO NEW SEPTIC TANK LOCATION.

SLOPE MINIMUM 14" PER FT.

(APPROX. 140') FROM CLEANOUT

TO TANK LOCATION.

STANDARD CONSTRUCTION DETAIL #4-1

COMPOST FILTER SOCK

TOPSOIL / DEBRIS STOCKPILE

COMPOST SOCK WASHOUT DETAIL

MAINTENANCE OF E&S CONTROL DEVICES

6" 8"

1' -0

1'-0" 1'-0"

CULVERT PIPE DETAIL

SCALE: 1" = 1'-0"

15"Ø X 30' CORRUGATED HDPE CULVERT

PIPE WITH SMOOTH INTERIOR. PROVIDE

MINIMUM 2% SLOPE DIRECTIONAL TO

WATER DRAINAGE FLOW.

STONE DRIVE SURFACE CONSTRUCTED OF

4" THICK LAYER OF COMPACTED 2A

COURSE AGGREGRATE.

4" THICK LAYER OF 3A MODIFIED BASE

COURSE OVER PREPARED SUBGRADE.

PROVIDE 2RC STONE BEDDING AND

BACKFILL AROUND NEW CULVERT PIPE.

PROPOSED SITE PLAN

SP-2

PENNSYLVANIA GAME COMMISSION

TIOGA COUNTY

PGC-037-25-01PROJECT NO.

DATE:

SHEET NO.

CHARLESTON TOWNSHIPSGL # 037

REVISIONS

NEW 40'x100' CREW HEADQUARTERS BUILDING

DRAWN BY:

01/21/2026

AGL

C-3

C-1

C-2

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REGISTERED

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ENGINEER

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AUSTIN D. KIEFFER

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PROFESSIONAL

99'-9"

OUT TO OUT OF POSTS

8'-0" 8'-0" 8'-0" 8'-0"

14'-1"312"

3'-412"

R.O.

5'-1012"

5' -0

'-9

7' -1

8' -0

-0

8' -0

-1

3'-412"

R.O.

5'-1012"8'-0"

4'-0"

5' -0

5'-0"

5' -0

1'-6"

5'-1012"

FLOOR PLAN

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

NORTH

PROJECT

NORTH

TRUE

NORTH

OFFICE/BREAK

SHOP AREA

FARM IMPLEMENT MAINTENANCE

(APPROX. 1,370 SQ. FT. HEATED AREA)

EQUIPMENT STORAGE

AGRICULTURAL EQUIPMENT/IMPLEMENTS, SEEDS

(INSULATED BUT NOT HEATED)

12'-0"

ROUGH OPENING

13'-13 4"

P-1

P.T.

'-1

P-1 A

MILLWORK. SEE INTERIOR

ELEVATIONS FOR DETAILS.

B18 B18SB24

W15 W15

REF.

N.I.C.

F.E.

607606605604603602601

ISOLATION JOINT TYPICAL

AROUND TRENCH DRAIN.

E 1 4"

: 1 2"

SLOPE

14 " : 12" M

IN.

SLOPE

14 " : 12" M

IN.

5'-0"

A-4

3' -41

7' -1

8' -0

-0

8' -0

-1

5'-1012"

16'-0"

ROUGH OPENING

17'-13 4"

W21

B24

B21

B24

B21

HWH

. P

WASHER

N.I.C.

DRYER

N.I.C.

ROD/SHELF SHOWER

STALL

2'-5"

2' -8

4' -8

P-1 C

'-0

A-3

8' -4

8'-1"

HVAC UNIT 5

9' -8

12'-1"

12'-0"

ROUGH OPENING

14'-0"

ROUGH OPENING

8'-0"

34'-1"

12'-0"

ROUGH OPENING

8'-0"17'-13 4"

E 1 4"

: 1 2"

8'-0"

5' -0

13'-13 4"15'-13

608609610

SLOPE 18" PER FT. MIN.

13'-13 4" 3'-8 14"4'-7"

4' -0

20'-0"

OUTSIDE

CONDENSER

UNIT

MECHANICAL

BATH

ISOLATION JOINT TYPICAL

AROUND TRENCH DRAIN.

SLOPE

4" SCHEDULE 40 PVC DRAIN

LEADER. SLOPE 18" PER FT. MIN.

DOTTED LINE

INDICATES BULKHEAD

ABOVE @ 8'-0" A.F.F.

16'-0"

ROUGH OPENING

8'-0"6'-10 14"

WALL LEGEND:

2"X4" WOOD STUDS @ 16" O.C. EXTEND TOP OF WALL TO 10'-0" A.F.F.

PROVIDE 12" OSB OR PLYWOOD SHEATHING WITH FRP (FIBERGLASS

REINFORCED WALL PANELS) WALL FINISH EXTENDED TO 8'-0" A.F.F. TYPICAL

FOR BOTH SIDES.

2"X6" WOOD STUDS @ 16" O.C. EXTEND TOP OF WALL TO 10'-0" A.F.F.

PROVIDE 12" OSB OR PLYWOOD SHEATHING WITH FRP (FIBERGLASS

REINFORCED WALL PANELS) WALL FINISH EXTENDED TO 8'-0" A.F.F. TYPICAL

FOR BOTH SIDES.

2"X4" WOOD STUDS @ 16" O.C. EXTEND TO UNDERSIDE OF ROOF TRUSSES

(APPROX ±13'-9"). PROVIDE 12" OSB OR PLYWOOD SHEATHING WITH FRP

(FIBERGLASS REINFORCED WALL PANELS) WALL FINISH EXTENDED TO 8'-0"

A.F.F. TYPICAL FOR OFFICE/BREAK, BATH & MECHANICAL ROOM SIDES.

PROVIDE 12" OSB OR PLYWOOD SHEATHING FULL HEIGHT WITH FRP FINISH

EXTENDED TO 8'-0" A.F.F. AND METAL SIDING ABOVE EXTENDED TO METAL

CEILING.(SHOP AREA SIDE).

2"X6" WOOD STUDS @ 16" O.C. WITH R-20 BATT INSULATION (FULL HGT.)

EXTEND TO UNDERSIDE OF ROOF TRUSSES (APPROX ±13'-9"). PROVIDE 12"

OSB OR PLYWOOD SHEATHING WITH FRP (FIBERGLASS REINFORCED WALL

PANELS) WALL FINISH EXTENDED TO 8'-0" A.F.F. AND METAL SIDING ABOVE

EXTENDED TO THE CEILINGTYPICAL FOR OFFICE/BREAK, BATH & MECHANICAL

ROOM. PROVIDE 12" OSB OR PLYWOOD SHEATHING FULL HEIGHT WITH FRP

FINISH EXTENDED TO 8'-0" A.F.F. AND METAL SIDING ABOVE EXTENDED TO

METAL CEILING.(SHOP AREA SIDE). PROVIDE 12" OSB OR PLYWOOD SHEATHING

OVER 1" THICK R-5 INSULATION BOARD FULL HEIGHT TO TO UNDERSIDE OF

TRUSSES. (EQUIPMENT STORAGE SIDE).

2"X6" WOOD INFILL STUDS BETWEEN LAMINATED SUPPORT COLUMNS/POSTS @

16" 0.C. FULL HEIGHT TO UNDERSIDE OF TRUSSES OR HEADER/TRUSS SEAT.

WITH R-20 BATT INSULATION (FULL HGT.) PROVIDE 12" OSB OR PLYWOOD

SHEATHING FULL HEIGHT WITH FRP (FIBERGLASS REINFORCED WALL PANELS)

WALL FINISH EXTENDED TO 8'-0" A.F.F. TYPICAL FOR OFFICE/BREAK, BATH &

MECHANICAL ROOM SIDES. PROVIDE 12" OSB OR PLYWOOD SHEATHING FULL

HEIGHT WITH FRP FINISH EXTENDED TO 8'-0" A.F.F. AND METAL SIDING ABOVE

EXTENDED TO METAL CEILING.(SHOP AREA SIDE).

CONCRETE APRON AS INDICATED ON

THE DRAWINGS FOR PASS-THRU

OVERHEAD DOOR ACCESS.

PROVIDE 6" LAYER OF 2B STONE BUFFER

AROUND ENTIRE PERIMETER OF BUILDING AS

INDICATED. SLOPE FINISHED GRADE OF STONE

AWAY FROM STRUCTURE 14":12" MIN.

ALIGN CONCRETE PAD

WITH FINISHED FLOOR

ELEVATION.

DIAGONAL BRACE

1 EACH SIDE @ OPPOSITE ANGLES

3-PLY 2"X6"X16' (TYPICAL EACH CORNER)

2" THICK X 4'-0" R-10 RIGID

POLYSTYRENE INSULATION TYPICAL

SROUND ENTIRE PERIMETER OF

BUILDING.

18" Ø FOUNDATION WITH POURED

FOOTING OR 6" THICK X 16" Ø

PRECAST CONCRETE POST PAD.

TYPICAL FOR SINGLE POST PAD

LOCATIONS.

ALIGN CONCRETE PAD

WITH FINISHED FLOOR

ELEVATION.

SAW CUT CONTROL JOINTS

(TYPICAL).

EXPANSION

JOINT/THERMAL BREAK.

24" X 36" ATTIC ACCESS DOOR MOUNTED

IN TRUSS DRAFTSTOPPING COMPLETE WITH

HINGES AND LATCH V.I.F. EXACT

LOCATION.

ISOLATION JOINT TYPICAL

AROUND TRENCH DRAIN.

4" SCHEDULE 40 PVC DRAIN LEADER.

EXTEND APPROXIMATELY 60'-0", FROM

EXTERIOR OF BUILDING TO DAYLIGHT

AND DISCHARGE . COMPLETE WITH

RODENT SCREEN.

MILLWORK. SEE INTERIOR

ELEVATIONS FOR DETAILS.

4" PVC

SLEEVE/SWEEP

FOR WATER

THRU WALL DRYER

VENT LOCATION

ABOVE A.C.T.

BY GENERAL

CONTRACTOR.

24" Ø FOUNDATION WITH POURED

FOOTING OR 6" THICK X 20" Ø

PRECAST CONCRETE POST PAD.

TYPICAL FOR DOUBLE POST PAD

LOCATIONS.

PENNSYLVANIA GAME COMMISSION

TIOGA COUNTY

PGC-037-25-01PROJECT NO.

DATE:

SHEET NO.

CHARLESTON TOWNSHIPSGL # 037

REVISIONS

NEW 40'x100' CREW HEADQUARTERS BUILDING

DRAWN BY:

01/21/2026

AGL

FLOOR PLAN

A-1

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MATERIAL

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PRODUCT

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TRADENAME

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MODELNUMBER

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MATERIAL

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PRODUCT

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ENGINEER

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FRONT ELEVATION

green green tan

RIGHT ELEVATION

SCALE: 1/8" = 1'-0"SCALE: 1/8" = 1'-0"

A A A A tan green

RIBBED METAL SIDING

RIBBED METAL ROOFING.

ALUMINUM GUTTER AND

DOWNSPOUT (GREEN).

SNOW RAIL. (GREEN)

PRE-FABRICATED CONCRETE

SPLASH BLOCKS. (TYP.)

RIDGE VENT/CAP INTEGRAL WITH

METAL ROOFING. (GREEN)

VINYL DOUBLE HUNG WINDOW

UNIT. (WHITE) TYPICAL.

16'-0" WIDE X12'-0" HIGH GARAGE

DOOR. TYPICAL (WHITE) 6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

12'-0" WIDE X12'-0" HIGH

GARAGE DOOR. TYPICAL (WHITE)

3'-0" X 7'-0" EXTERIOR DOOR.

(PAINTED WHITE)

4' -0

" PROPOSED NEW HVAC

CONDENSER UNIT.

APPROXIMATE LOCATION OF

ELECTRIC METER.

6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

VINYL DOUBLE HUNG WINDOW

UNIT. (WHITE) TYPICAL.

tan

REAR ELEVATION

SCALE: 1/8" = 1'-0"

A A

LEFT ELEVATION

SCALE: 1/8" = 1'-0"

6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

PRE-FABRICATED CONCRETE

SPLASH BLOCKS. (TYP.)

RIBBED METAL ROOFING.

SNOW GUARDS STAGGERED.

(GREEN)

RIDGE VENT/CAP INTEGRAL WITH

METAL ROOFING. (GREEN)

RIBBED METAL SIDING

ALUMINUM GUTTER AND

DOWNSPOUT (GREEN).

VINYL DOUBLE HUNG WINDOW

UNIT. (WHITE) TYPICAL.

3'-0" X 7'-0" EXTERIOR DOOR.

(PAINTED WHITE)

VINYL DOUBLE HUNG WINDOW

UNIT. (WHITE) TYPICAL.

green tan

16'-0" WIDE X12'-0" HIGH GARAGE

DOOR. TYPICAL (WHITE)

6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

PROPOSED LP

TANK BY PGC.

green tan green

S/A

DUCT

R/A

DUCT

REFLECTED CEILING PLAN

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

2'X4' A.C.T. @ 8'-0" A.F.F.

R/A S/A

S/A

2'X4' LED

LIGHT FIXTURE

2'X4' LED

LIGHT FIXTURE

2'X4' LED

LIGHT FIXTURE

2'X2' LED

LIGHT

FIXTURE

EXHAUST

FAN

S/A

2'X4' LED

LIGHT FIXTURE

2'X4' A.C.T. @ 8'-0" A.F.F.

ALUM. WRAPPED

BULKHEAD @ 8'-0" A.F.F.

DOOR SCHEDULE

A 3'-0'' 7'-0'' 1-3/4''

TYPE 1

RHR3 3

DOOR SCHEDULE NOTES:

1) ALL CORES TO BE BEST CORMAX, 7 PIN COMPATIBLE.

2) SEE PROJECT SPECIFICATIONS FOR DOOR FRAMES & DOOR

HARDWARE REQUIRED.

N.T.S.

INSULATED CORE W/ GLASS, PANIC EXIT DEVICE, CLOSER

12'-0'' 12'-0'' 3SEE SPECIFICATIONSO.H. INSULATED SECTIONAL OVERHEAD DOOR

TYPE 2 TYPE 3 TYPE 4

3'-0'' 7'-0'' 1-3/4'' LH1 1

3'-0'' 7'-0'' 1-3/4'' LHR1 1

3'-0'' 7'-0'' 1-3/4'' LH 1

3'-0'' 7'-0'' 1-3/4'' RHR1 1

NON-INSULATED W/GLASS & PASSAGE SET

14'-0'' 12'-0'' 1SEE SPECIFICATIONSO.H. INSULATED SECTIONAL OVERHEAD DOORF2

WINDOW SCHEDULE

A VINYL1 WHITE

N.T.S.

WINDOW SCHEDULE NOTES:

1)ALL WINDOWS TO BE COMPLETE WITH CLEAR LOW E GLASS W/ ARGON, INSECT

SCREENS, GRILLES BETWEEN GLASS, INTEGRAL "J" CHANNEL TRIM AND TEMPERED

GLASS AS REQUIRED BY CODE.

2)EXTERIOR AND INTERIOR WINDOW COLOR TO BE WHITE.

3)SEE SPECIFICATIONS FOR ADDITIONAL WINDOW INFORMATION.

TYPE 1

MARK TYPE WIDTH HGT. THK. HAND QTY. REMARKS

MARK TYPE MANUFACTURER

2'-6" x 3'-0"

ROUGH OPENING COLOR QTY.

REMARKS

NON-INSULATED W/GLASS & PASSAGE SET

C 2 NON-INSULATED W/ PRIVACY SET

INSULATED CORE W/ GLASS, PANIC EXIT DEVICE, CLOSER

E 4 3'-0'' 7'-0'' 1-3/4'' RHR 1 NON-INSULATED W/GLASS, VENT & PASSAGE SET

WINDOW UNIT IN BATH TO HAVE BOTTOM SASH TEMPERED GLASS

3'-0'' 7'-0'' 1-3/4'' LHR1 1 INSULATED CORE W/ GLASS, PANIC EXIT DEVICE, CLOSER

16'-0'' 12'-0'' 2SEE SPECIFICATIONSO.H. INSULATED SECTIONAL OVERHEAD DOORF3 W15

B18

W15

B18SB24

分

秒

分

秒

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

OFFICE/BREAK ROOM -ELEVATION "E"

REF

N.I.C.

MICROWAVE

N.I.C.

4" VINYL COVE BASE.

FRP WALL FINISH.

EXTEND TO 8'-0" A.F.F.

ONE-PIECE FIBERGLASS SHOWER

UNIT. SEE SPECS. CURTAIN N.I.C.

(G.C.) TO FURNISH AND INSTALL STAINLESS STEEL (S.S.)

END WALL CAP 8' HIGH, W/ 3" LONG RETURN LEG,

PROVIDED S.S. FLUSH FASTENERS AND SEALANT.

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

BATH -ELEVATION "E"

2'-0"

4' -0

3' -0

4" VINYL COVE BASE.

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

BATH -ELEVATION "D"

FRP WALL FINISH.

EXTEND TO 8'-0"

A.F.F.

4' -0

FRP WALL FINISH.

EXTEND TO 8'-0" A.F.F.

W21 W21

B24B24

MECHANICAL

UTILITY AREA -ELEVATION "A"

BATH

FRP WALL FINISH. EXTEND

TO 8'-0" A.F.F.

METAL SIDING ON WALL

ABOVE FRP. (WHITE)

4" FRP COVE BASE.

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

8' -0

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

SUSPENDED A.C.T.

CEILING @ 8'-0" A.F.F.

4" FRP BASE.

FRP WALL

FINISH. EXTEND

TO 8'-0" A.F.F.

6' -0

2' -1

METAL SIDING ON WALL

ABOVE FRP. (WHITE)

FRP WALL FINISH. EXTEND

TO 8'-0" A.F.F.

CLOSET SHELF AND ROD.

SHOP AREA/BATH -ELEVATION "B"

B24

W2130

1' -5

2'-6" 1'-3"

4' -6

1' -8

"8"

3' -0

2' -1

W2130

4" VINYL FRP BASE.

WINDOW UNIT PICTURED

FRAME WITH WOOD OR

AZEK TRIM.

BATH -ELEVATION "C"

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

FRP WALL FINISH. EXTEND

TO 8'-0" A.F.F.

MODEL 523

MODEL 780-1836

MODEL 812

SOAP DISPENSER

18" x 36" MIRROR

TOILET TISSUE HOLDER

FLOOR MOUNTED WATER CLOSET2

GRAB BAR

FIXTURE/ACCESSORY LEGEND

SINK (W/FAUCET)1

MODEL 250-15

MODEL 655

TOWEL DISPENSER

LIGHT FIXTURE 2' INTEGRATED LED

ONE PIECE SHOWER UNIT GELCOATED FIBERGLASS

(36" LONG)

(24" LONG)

UTILITY SINK (W/FAUCET)

BRADLEY CORP. (FOR REF. ONLY)

SEE SPECS

WALL HUNG URINAL SEE SPECS

ELEVATIONS, SCHEDULES, REFLECTED CEILING PLAN & INTERIOR ELEVATIONS

A-2

PENNSYLVANIA GAME COMMISSION

TIOGA COUNTY

PGC-037-25-01PROJECT NO.

DATE:

SHEET NO.

CHARLESTON TOWNSHIPSGL # 037

REVISIONS

NEW 40'x100' CREW HEADQUARTERS BUILDING

DRAWN BY:

01/21/2026

AGL

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DETAIL @ CONCRETE SIDEWALK

SCALE: 1" = 1'-0"

6" 2"

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2"X4" HORIZONTAL GIRTS.

3-PLY 2"X6" LAMINATED POST .

2"X8" PRESSURE TREATED SPLASH BOARD.

TYPICAL AROUND ENTIRE PERIMETER.

METAL BASE TRIM OVER 2"X4" PRESSURE TREATED

SPACER. TYPICAL AT ALL LOCATIONS WHERE

CONCRETE ABUTS BUILDING.

6" CLASS AA CONCRETE APRON OVER

4" MIN. 2A MODIFIED BASE.

COMPACTED GRAVEL

PARKING AREA.

BOLLARD DETAIL

SCALE: 1" = 1'-0"

11 2"

6" 2"

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2"X4" HORIZONTAL GIRTS.

3-PLY 2"X6" LAMINATED POST .

6" CLASS AA CONCRETE APRON OVER

4" MIN. 2B SUB BASE.

COMPACTED GRAVEL

PARKING AREA.

2' -0

-0

3' -0

1'-3"

6" Ø SCHEDULE 40 STEEL PIPE BOLLARD

WITH CONCRETE FILL. (PAINTED, YELLOW)

CONCRETE BOLLARD

FOOTING/BASE.

SLOPE CONCRETE AROUND BASE OF

COLUMN AS REQUIRED FOR RUNOFF.

4' -0

W B

M O

1'-6"

6" X 16"Ø PRE-FAB CONCRETE POST FOOTING.

6" 6"

NOTE:

PROVIDE 6" X 20" Ø PRE-FAB CONCRETE

POST FOOTING WITH 24" Ø EXCAVATED POST

HOLE. WHERE PLAN INDICATED DOUBLE POST

LOCATION(S)

TAMPED EARTH BACKFILL AROUND POSTS.

CONCRETE BACKFILL AROUND POSTS

2" REBAR UPLIFT ANCHOR.

6" 2"

2" THICK R-10 EXTRUDED POLYSTYRENE

EXTEND 4'-0" HORIZONTALLY AROUND

ENTIRE PERIMETER.

2" EXPANSION JOINT

MATERIAL.

3-PLY 2"X6" LAMINATED POST

18'-0" HIGH.

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2"X4" HORIZONTAL GIRTS.(GREEN)

2"X8" PRESSURE TREATED SPLASH BOARD.

TYPICAL AROUND ENTIRE PERIMETER.

COMPACTED GRAVEL 5'-0" MIN. TYPICAL

AROUND ENTIRE PERIMETER OF

STRUCTURE.

SLOPE

'-9

" EQUIPMENT STORAGE

WALL SECTION DETAIL

SCALE: 1" = 1'-0"

A-2

TRUSS DRAWING IS DEFERRED.

NOTE: DESIGN LOADING (PSF)

TCLL 30

SNOW 29.75/42

TCDL 5.0

BCLL 0.0

BCDL 10.0

SPACING 4-0-0

2'-0"

OVERHANG

EAVES

HURRICANE TIE-DOWN ANCHORS H25A.

SEEMLESS ALUM. GUTTER

OVER METAL CLAD 2"x6"

FASCIA BOARD. (GREEN)

2"X12" HEADER/TRUSS SEAT

(EACH SIDE OF POST).

3-PLY 2"X6" LAMINATED POST

22'-0" HIGH.

3-PLY 2"X6" LAMINATED POST

24'-0" HIGH.

ALUMINUM FULLY VENTED

SOFFIT (GREEN).

"J" CHANNEL TRIM PIECES.

DRIP EDGE.

2"X6" BOTTOM PURLIN.

BASE ANGLE "RAT GUARD" METAL TRIM

PIECE.

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2"X4" HORIZONTAL GIRTS.(BEIGE/BROWN)

4' -0

Z-FLASHING INSTALLED BETWEEN DIFFERENT

COLORED METAL SIDING. (BEIGE/BROWN)

26 GAUGE METAL ROOFING OVER PRODEX

INSULATION OVER 2"X4" PURLINS SPACED @

24" O.C..(GREEN)

2"X4" BRACING AS REQUIRED AND

RECOMMENDED BY TRUSS

SUPPLIER/MANUFACTURER.

2"X6" TOP RIDGE PURLIN.

METAL RIDGE CAP.

PRE-ENGINEERED ROOF TRUSSES

SPACED @ 4'-0" O.C.

O.H. DOOR SILL AND JAMB DETAIL

SCALE: 1" = 1'-0"

A-2

1 2"11 2"

6" 2"

WEATHERSTRIPPING

ALUMINUM METAL CLAD TRIM. (WHITE) TYPICAL AT

ALL JAMB AND HEAD OF OVERHEAD DOORS.

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2"X4" HORIZONTAL GIRTS.

3-PLY 2"X6" LAMINATED POST .

2"X8" PRESSURE TREATED SPLASH BOARD.

TYPICAL AROUND ENTIRE PERIMETER.

METAL BASE TRIM OVER 2"X4" PRESSURE TREATED

SPACER. TYPICAL AT ALL LOCATIONS WHERE

CONCRETE ABUTS BUILDING.

6" CLASS AA CONCRETE APRON OVER

4" MIN. 2B SUB BASE.

COMPACTED GRAVEL

PARKING AREA.

2" THICK R-10 EXTRUDED

POLYSTYRENE EXTEND 4'-0"

HORIZONTALLY AROUND

ENTIRE PERIMETER.

OVERHEAD INSULATED

DOOR AND STEEL TRACK.

2" EXPANSION

JOINT MATERIAL.

1'-2"

MIN.

2" DRYWALL, OSB OR PLYWOOD

(DRAFTSTOPPING). SEE UNHEATED

WALL DETAIL FOR ADDITIONAL

INFORAMTION.

WALL BETWEEN HEATED AND UNHEATED BAYS. SEE

WALL DETAIL FOR ADDITIONAL INFORMATION.

HEATED/UNHEATED WALL DETAIL

SCALE: 1" = 1'-0"

6" (PENNDOT CLASS AA 3500) CONCRETE

SLAB WITH FIBER REINFORCEMENT OVER 6

MIL. POLYETHYLENE VAPOR BARRIER OVER.

4" VINYL COVE BASE

FRP WALL FINISH (EXTENDED TO 8'-0" A.F.F.)

OVER 12" OSB OR PLYWOOD.

RIBBED METAL SIDING ON 2"X6" WOOD STUD WALL @

16" O.C. WITH R-20 FIBERGLASS BATT INSULATION.

COMPLETE WITH "J" CHANNEL TRIM.

RIBBED METAL CEILING/SIDING ON 2"X4" NAILERS @

24" O.C. SECURED TO UNDERSIDE OF TRUSSES.

2"X4" INFILL WALL FRAMING @ 24" 0.C. AROUND

TRUSS. EXTEND FULL HEIGHT FROM BOTTOM OF

TRUSS TO TOP OF TRUSS.

PRE-ENGINEERED ROOF

TRUSS SPACED @ 48" O.C.

2" DRYWALL, OSB OR PLYWOOD

(DRAFTSTOPPING).

24" X 36" ATTIC ACCESS DOOR

MOUNTED IN DRAFTSTOPPING

COMPLETE WITH HINGES AND

LATCH V.I.F. EXACT LOCATION.

HEATED SHOP AREA

2" EXPANSION JOINT MATERIAL.

(THERMAL BREAK)

2"X6" PRESSURE TREATED SILL PLATE SILL

SEALER. SECURE INTO CONCRETE SLAB AS

REQUIRED.

2" OSB OR PLYWOOD OVER 1" THICK XPS. R-5

INSULATION BOARD. OVER 2" X 6" WOOD

STUD WALL.

2"x6" DOUBLE TOP PLATE.

NOTE:

TRUSS DESIGNED W/ 8" ENERGY HEEL. DESIGN

INFORMATION TO BE DEFERRED.

SLOPE 14" :12" MIN.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 6 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2B SUB BASE.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 6 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2A MODIFIED SUB BASE.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 6 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2A MODIFIED SUB BASE.

SLOPE 14" :12" MIN.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 6 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2B STONE SUB BASE.

(4) 516" X 4" GRK RSS SCREWS

(4) 4" STRONG DRIVE SDWS

TIMBER SCREWS

(UNHEATED)

EQUIPMENT STORAGE

(UNHEATED)

SLOPE

MIN.

4" M

ISOLATION JOINT WITH 12"

EXPANSION JOINT MATERIAL.

SLOPE 6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 6 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2A MODIFIED SUB BASE.

DAO633 INSTALLATION

CHAIR COMPLETE WITH

#4 REBARS FOR

SUPPORT.

POURED CONCRETE AROUND TRENCH DRAIN

SYSTEM (PENNDOT CLASS AA 3500).

600 SERIES POLYCAST

PRE-SLOPED TRENCH

DRAIN SYSTEM.

TRENCH DRAIN COMPLETE WITH

DURAGUARD FRAME AND GRATE HOLD

DOWN DEVICE. SEE SPECIFICATIONS.

TRENCH DRAIN DETAIL

SCALE: 1" = 1'-0"

SIKAFLEX SELF LEVELING POLYURETHANE

SEALANT. (GRAY).

NOTE: PLUMBING CONTRACTOR

RESPONSIBLE FOR TRENCH DRAIN

MATERIAL, PINNING AND WET BED SET.

ALL OTHER CONCRETE WORK TO BY

GENERAL CONTRACTOR.

SCALE: 3" = 1'-0"

DETAIL AT POSTS

2" EXPANSION JOINT MATERIAL.

TYPICAL AROUND ENTIRE

PERIMETER AND POST(S)

3-PLY 2"X6" LAMINATED POSTS W/

BOTTOM 5'-0" CONSTRUCTED FROM

PRESSURE TREATED WOOD.

RIBBED METAL SIDING OVER

PRODEX INSULATION

OVER 2"X4" HORIZONTAL GIRTS OR

2"X8" PRESSURE TREATED SPLASH

BOARD.

WALL SECTION & DETAILS

A-3

PENNSYLVANIA GAME COMMISSION

TIOGA COUNTY

PGC-037-25-01PROJECT NO.

DATE:

SHEET NO.

CHARLESTON TOWNSHIPSGL # 037

REVISIONS

NEW 40'x100' CREW HEADQUARTERS BUILDING

DRAWN BY:

01/21/2026

AGL

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4'-0"

TYPICAL

1'-0

OVERHANG

GABLE ENDS

PRE-ENGINEERED

ROOF TRUSS.

2"X6" TIE-BLOCKING AT EACH

TRUSS OR HURRICANE TIE-DOWN

ANCHOR H25A

2" X 4" HORIZONTAL GIRTS.

3-PLY 2"X6" LAMINATED POST.

3-PLY 2"X6" LAMINATED

CORNER POST.

2"X12" HEADER/TRUSS SEAT

(EACH SIDE OF POST).

PRE-ENGINEERED GABLE END ROOF

TRUSS. PROVIDE ADDITIONAL NAILERS

AS REQUIRED.

2"X6" FASCIA BOARD.

2"X4" PURLINS @ 24" O.C.

2"X6" BOTTOM PURLIN.

2"X6" TOP PURLIN.

2"X4" RAKE BOARD

2"X4" BRACING AS REQUIRED AND RECOMMENDED BY

TRUSS SUPPLIER/MANUFACTURER.

SCALE: 1" = 1'-0"

TYPICAL ROOF FRAMING/BRACING DETAIL

SCALE: 1" = 1'-0"

GARAGE DOOR FRAMING DETAIL

2"X12" TRUSS SEAT (EACH

SIDE OF POST).

2"X10" HEADER (EACH SIDE

OF POST).

3-PLY 2"X6" LAMINATED POST

BLOCKING. (3) EQUAL SPACED

OVER GARAGE DOOR OPENING.

2"X BLOCKING OR SHEATHING AS

REQUIRED FOR GARAGE DOOR

FRAMING OPENING.

3-PLY 2"X6" LAMINATED POST .

2" X 4" HORIZONTAL GIRTS

BEYOND.

2" X 10" WOOD FRAMING

FOR MOUNTING SUPPORT.

2"X6" VERTICAL WOOD FRAMING FOR

TRACK MOUNTING/SUPPORT

NOTE:

PROVIDE R-20 BATT INSULATION

BETWEEN HEADERS IN HEATED BAYS.

(4) 516" X 4" GRK RSS SCREWS

(4) 4" STRONG DRIVE SDWS TIMBER SCREWS

(2) 516" X 4" GRK RSS SCREWS

(2) 4" STRONG DRIVE SDWS TIMBER SCREWS

(4) 516" X 4" GRK RSS SCREWS

(4) 4" STRONG DRIVE SDWS TIMBER SCREWS

NOTES:

1. TYPICAL DETAIL FOR GARAGE DOOR

WIDTHS UP TO 14' WIDE.

2. PROVIDE R-20 BATT INSULATION

BETWEEN HEADERS IN HEATED BAYS.

E 1 8" : 1

RIBBED METAL SIDING OVER PRODEX

INSULATION OVER 2"X4" HORIZONTAL GIRTS.

ALIGN CONCRETE APRON WITH FINISHED

FLOOR ELEVATION AT ENTRY DOOR

LOCATIONS. (TYPICAL FOR 2).

6" THK. POURED CONCRETE APRON BLEND

CONCRETE TRANSITION AS REQUIRED.

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

DETAIL AT ENTRY DOOR

11 2"

PROVIDE 12" EXP. JOINT MATERIAL BETWEEN

SLAB AND APRON. PIN TOGETHER WITH (3) #5

REBARS 12" LONG EQUAL. SPACED.( TYPICAL

AROUND THE ENTIRE PERIMETER OF BUILDING

WHERE CONCRETE APRON AND/OR DOOR

ENTRY SLABS ARE INDICATED)

3-PLY LAMINATED POSTS

INSULATED ENTRY DOOR WITH

HOLLOW METAL FRAME, ALUMINUM

THRESHOLD AND BRUSH SEAL.

FRP OVER 12" OSB OR PLYWOOD ON 2"x 4"

WOOD STUDS @ 16" O.C.

2" OSB OR PLYWOOD ON 2"X6"

WOOD STUDS @ 16" O.C. WITH

R-20 BATT INSULATION.

6" Ø SCHEDULE 40 STEEL PIPE

BOLLARD WITH CONCRETE FILL.

1' -3

512"

TYP.

1'-6"

OVERHEAD GARAGE DOOR AND

TRACK ASSEMBLY MOUNTED TO 2" X

FRAMING AS REQUIRED.

1' -0

6" 2"

SLOPE

WALL SECTION DETAIL

SCALE: 1" = 1'-0"

A-3

2'-0"

OVERHANG

EAVES

26 GAUGE METAL ROOFING OVER PRODEX

INSULATION OVER 2"X4" PURLINS SPACED @

24" O.C..(GREEN)

'-9

RIBBED METAL SIDING OVER PRODEX

INSULATION OVER 2"X4" HORIZONTAL

GIRTS.(GREEN). EXTEND TO Z FLASHING @

4'-0" ABOVE SLAB.

2"X8" PRESSURE TREATED SPLASH BOARD.

TYPICAL AROUND ENTIRE PERIMETER.

COMPACTED GRAVEL 5'-0" MIN. TYPICAL AROUND

ENTIRE PERIMETER OF STRUCTURE. 4" MINIMUM

THICKNESS.

SEEMLESS ALUM. GUTTER OVER

METAL CLAD 2"x6" FASCIA

BOARD. (GREEN)

ALUMINUM FULLY VENTED

SOFFIT (GREEN). WOTH "J"

CHANNEL TRIM PIECES.

BASE ANGLE "RAT GUARD" METAL TRIM

PIECE.

2" THICK R-10 EXTRUDED POLYSTYRENE

EXTEND 4'-0" HORIZONTALLY AROUND

ENTIRE PERIMETER.

4" VINYL COVE BASE

2"X6" PRESSURE TREATED SILL PLATE SILL SEALER. SECURE INTO

CONCRETE SLAB AS REQUIRED.

FRP WALL FINISH (EXTENDED TO 8'-0" A.F.F.)

OVER 12" OSB OR PLYWOOD ON 2"X6" WOOD STUD

@ 16" O.C. WITH R-20 BATT INSULATION.

ACOUSTICAL CEILING TILE COMPLETE

WITH METAL SUSPENSION SYSTEM.

(TYPICAL FOR OFFICE/BREAK, BATH AND

MECHANICAL ROOM(S).

FRP WALL FINISH (EXTENDED TO 8'-0" A.F.F.)

OVER 12" OSB OR PLYWOOD.

RIBBED METAL SIDING OVER 12" OSB OR

PLYWOOD SHEATHING ON 2"X4" WOOD

STUD WALL @ 16" O.C. COMPLETE WITH

"J" CHANNEL TRIM.

RIBBED METAL CEILING/SIDING ON 2"X4"

NAILERS @ 24" O.C. SECURED TO

UNDERSIDE OF TRUSSES.

"J" CHANNEL TRIM PIECES.

DOUBLE TOP PLATE. EXTEND WALL TO 10'-0"

A.F.F. (TYPICAL FOR OFFICE/BREAK, BATH

AND MECHANICAL ROOM(S).

2" OSB OVER 2"X4" NAILERS @

24" O.C. (TYPICAL FOR

OFFICE/BREAK, BATH AND

MECHANICAL ROOM(S).

DRIP EDGE.

2"X6" BOTTOM PURLIN.

2"X12" HEADER/TRUSS SEAT

(EACH SIDE OF POST).

HEATED SHOP AREA

OFFICE, BATH, MECH.

INSULATION BAFFLE SECURED

TO PURLINS

NOTE:

TRUSS DESIGNED W/ 8" ENERGY HEEL. DESIGN

INFORMATION TO BE DEFERRED.

FIBERGLASS UNFACED R-30 BATT INSULATION APPLIED ACROSS

TRUSSES OVER KRAFT FACED R-19 BATT INSULATION BETWEEN

TRUSSES.

6" (PENNDOT CLASS AA 3500) CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER

4" MIN. THK. 2B SUB BASE.

(4) 516" X 4" GRK RSS SCREWS

(4) 4" STRONG DRIVE SDWS

TIMBER SCREWS

SCALE: 1" = 1'-0"

GARAGE DOOR FRAMING DETAIL

4" X 16" TRUSS SEAT (EACH

SIDE OF POST). NOTCH LVL

INTO POST. (SEE DETAIL)

2"X HEADER (EACH SIDE OF

POST).

3-PLY 2"X6" LAMINATED POST

BLOCKING. (3) EQUAL SPACED

OVER GARAGE DOOR OPENING.

2"X BLOCKING OR SHEATHING AS

REQUIRED FOR GARAGE DOOR

FRAMING OPENING.

3-PLY 2"X6" LAMINATED POST .

2" X 4" HORIZONTAL GIRTS

BEYOND.

2" X 10" WOOD FRAMING

FOR MOUNTING SUPPORT.

2"X6" VERTICAL WOOD FRAMING FOR

TRACK MOUNTING/SUPPORT

NOTE:

PROVIDE R-20 BATT INSULATION

BETWEEN HEADERS IN HEATED BAYS.

(3) 516" X 4" GRK RSS SCREWS

(3) 4" STRONG DRIVE SDWS TIMBER SCREWS

(5) 516" X 4" GRK RSS SCREWS

(5) 4" STRONG DRIVE SDWS TIMBER SCREWS

NOTES:

1. TYPICAL DETAIL FOR GARAGE DOOR

WIDTHS 16' WIDE.

2. PROVIDE R-20 BATT INSULATION

BETWEEN HEADERS IN HEATED BAYS.

2'-0"

OVERHANG

EAVES

HURRICANE TIE-DOWN ANCHORS H25A.

SEEMLESS ALUM. GUTTER

OVER METAL CLAD 2"x6"

FASCIA BOARD. (GREEN)

4" X 16" LVL HEADER/TRUSS

SEAT (EACH SIDE OF POST).

NOTCH POSTS ± 14" AS REQUIRED

TO RECEIVE LVL AS INDICATED.

ALUMINUM FULLY VENTED

SOFFIT (GREEN).

"J" CHANNEL TRIM PIECES.

DRIP EDGE.

2"X6" BOTTOM PURLIN.

26 GAUGE METAL ROOFING OVER PRODEX

INSULATION OVER 2"X4" PURLINS SPACED @

24" O.C..(GREEN)

NOTE:

TRUSS DESIGNED W/ 8" ENERGY HEEL. DESIGN

INFORMATION TO BE DEFERRED.

(5) 516" X 4" GRK RSS SCREWS

(5) 4" STRONG DRIVE SDWS

TIMBER SCREWS

112"

RIBBED METAL SIDING OVER PRODEX

INSULATION OVER 2"X4" HORIZONTAL

GIRTS.(BEIGE/BROWN)

"J" CHANNEL TRIM PIECES.

PVC GARAGE DOOR

WEATHERSTRIPPING/SEAL (WHITE)

ALUMINUM METAL CLAD TRIM. (WHITE) TYPICAL AT

ALL JAMB AND HEAD OF OVERHEAD DOORS.

OVERHEAD GARAGE DOOR

COMPLETE WITH TRACK

ASSEMBLY.

2" X WOOD INFILL HEADER AS

REQUIRED. SECURE TO POSTS

WITH (2) APPROVED FASTNERS.

SCALE: 1" = 1'-0"

GARAGE DOOR HEAD DETAIL

NOTES:

1. TYPICAL DETAIL FOR GARAGE DOOR

WIDTHS 16' WIDE.

WRAP EXPOSED HEADER WITH

ALUMINUM COIL STOCK/PVC TRIM

BOARD

SECTIONS & DETAILS

A-4

PENNSYLVANIA GAME COMMISSION

TIOGA COUNTY

PGC-037-25-01PROJECT NO.

DATE:

SHEET NO.

CHARLESTON TOWNSHIPSGL # 037

REVISIONS

NEW 40'x100' CREW HEADQUARTERS BUILDING

DRAWN BY:

01/21/2026

AGL

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REGISTERED

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ENGINEER

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AUSTIN D. KIEFFER

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PROFESSIONAL

OFFICE/BREAK

SHOP AREA

EQUIPMENT STORAGE

WASHER

N.I.C.

DRYER

N.I.C.

ROD/SHELF

SHOWER

STALL

HVAC UNIT

OUTSIDE

CONDENSER

UNIT

MECHANICAL

BATH

REF.

N.I.C.

ps P

HWH

200 AMP

ELEC. PANEL

SANITARY SEWER PLUMBING PLAN LEGEND

SCHEDULE 40 PVC SEWAGE DRAIN PIPING AND

FITTINGS CONFORMING TO ASTM D1784, D1785 &

D2665.

3" F.D.

C.O.

3" F.D.

4" Ø SCHEDULE 40 PVC SLOPE 14" PER

FT. EXTEND TO EXISTING SEPTIC TANK

LOCATION APPROXIMATELY ±xxx'.

EXTERIOR C.O.

LOCATION.

POLYCAST PREFABRICATED MODULAR

PRE-SLOPED TRENCH DRAIN SYSTEM WITH

FRAME AND DIN E LOAD RATING GRATES.

SEE SPECIFICATIONS AND DETAIL.

4" SCHEDULE 40 PVC DRAIN LEADER. EXTEND

APPROXIMATELY 60'-0" FROM EDGE OF BUILDING TO

DAYLIGHT AND DISCHARGE . COMPLETE WITH RODENT

SCREEN.

POLYCAST PREFABRICATED MODULAR

PRE-SLOPED TRENCH DRAIN SYSTEM WITH

FRAME AND DIN E LOAD RATING GRATES. SEE

SPECIFICATIONS AND DETAIL.

HOSE BIBB WITH

ISOLATION VALVE.

HOSE BIBB WITH

ISOLATION VALVE.

SLEEVE FOR NEW

WATER SUPPLY.

(BY G.C.)

EXTEND TO EXISTING

NEW WELL LOCATION

APPROXIMATELY ±25'.

SLOPE 18" PER FT. MIN.

E 1 8"

. M

NO SCALE

3''Ø DWV

1 12" Ø

WATER SUPPLY ISOMETRIC

2" VENT ELBOW

2" Ø DWV VENT

PIPE

SANITARY TEE

NO SCALE

MAIN SEWAGE SCHEMATIC

F.F.

RECESSED

C.O.

WASHER

ROUGH-IN

SWEEP ELBOW

4X4X2 COMBINATION WYE

& 18" BEND

TO SINKS IN OFFICE AND

RESTROOM

SHOWER DRAIN CLOSET

FLANGE

SWEEP

ELBOW

THRU ROOF

OPTION THRU

GABLE WALL

3X3X2 COMBINATION

WYE & 18" BEND.

3X3X2

COMBINATION

WYE & 18" BEND.

EXTERIOR C.O.

4X4X2 COMBINATION

WYE & 18" BEND

TO SEPTIC

SYSTEM

1 12" Ø

2" VENT ELBOW

2" Ø DWV

VENT

PIPE

TO URINAL

NOTE:

ALL PIPING SHALL BE 1/2" DIAMETER UNLESS NOTED OTHERWISE. FURNISH

AND INSTALL FITTINGS AND VALVES APPROVED BY THE PEX-A PIPING

MANUFACTURER.

INSTALL PLUMBING PIPING CONFORMING TO ALL APPLICABLE

INTERNATIONAL PLUMBING CODES (IPC), 2018 EDITION.

PROVIDE ALL TESTING AS REQUIRED BY CODE OFFICIAL.

PLUMBING PLAN LEGEND

DOMESTIC COLD WATER SUPPLY PIPPING SHALL BE

BLUE NON-OXYGEN BARRIER PEX-A CONFORMING

WITH ASTM F876, ASTM F877 AND NSF 14.

DOMESTIC HOT WATER SUPPLY PIPPING SHALL BE RED

NON-OXYGEN BARRIER PEX-A CONFORMING WITH

ASTM F876, ASTM F877 AND NSF 14.

NEW CREW BUILDING - PLUMBING PLAN

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

NORTH

TRUE

NORTH

NEW CREW BUILDING - PLUMBING PLAN

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

NORTH

PROJECT

NORTH

TRUE

NORTH

TO WELL

Shower

Toilet

Sink

Washer

SHOPAREA

OFFICE

Tank Pressure

Water Heater 3/4" Ø

3/4" Ø

SHUT-O

FF V

ALVE

HOSE BIBB (FR

OST

PROOF)(SURFACE

MOUNTED IN

HEATED BAY)

ALL PIPE TO BE 12"Ø EXCEPT AS

INDICATED. (USE PEX PIPE & FITTINGS)

3/4" Ø 3/4" Ø

Urinal

3/4" Ø3/4" Ø

SHUT-O

FF V

ALVE

HOSE BIBB

(FROST PR

OOF)

(SURFACE M

OUNTED

IN HEATED

BAY)

3/4" Ø

Refrig. (Water Dispenser/Ice Maker)

HOSE BIBB

(FROST PR

OOF) SHUT-O

VALVE

PLUMBING FLOOR PLAN, ELEVATIONS & DETAILS

P-1

PENNSYLVANIA GAME COMMISSION

TIOGA COUNTY

PGC-037-25-01PROJECT NO.

DATE:

SHEET NO.

CHARLESTON TOWNSHIPSGL # 037

REVISIONS

NEW 40'x100' CREW HEADQUARTERS BUILDING

DRAWN BY:

01/21/2026

AGL

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REGISTERED

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ENGINEER

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AUSTIN D. KIEFFER

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PROFESSIONAL

OFFICE/BREAK

SHOP AREA

EQUIPMENT STORAGE

MECHANICAL

BATH

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

NORTH

PROJECT

NORTH

TRUE

NORTH

NEW CREW BUILDING - MECHANICAL PLAN

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

NORTH

PROJECT

NORTH

TRUE

NORTH

14x30

PROVIDE FILTER RACK

BEHIND REGISTER & AT

UNIT RETURN

14"X30" R/A GRILL IN WALL.

6" x2

CFM

10" R/A

EXHAUST

FAN

(FARM IMPLEMENT MAINTENANCE)

(AGRICULTURAL EQUIPMENT/IMPLEMENTS, SEEDS)

THIS AREA OF BUILDING IS NOT CONDITIONED SPACE.

(INSULATED BUT NOT HEATED)

4x14 4x14 4x14 4x14

10x24

4x14 4x14 4x14 4x14

THERMOSTAT UNIT

FROM MANUFACTURER

NOTE:

LOCATE AIR SUPPLY REGISTER IN

BATHROOM BELOW DUCT,

COORDINATE WITH CEILING LIGHT

FIXTURE & EXHAUST FAN LOCATIONS.

SEE REFLECTED CEILING LAYOUT.

NEW REZNOR UDX75 NG UNIT, OR APPROVED

EQUAL, SUSPENDED FROM THE CEILING W/

DIRECT VENT DISCHARGED AT SIDE WALL

(SECONDARY HEAT SOURCE FOR MAKE-UP HEAT

WHEN O.H. DOOR IS OPERATED.)

T THERMOSTAT UNIT

FROM

MANUFACTURER

OUTSIDE

CONDENSER

HVAC UNIT

MECHANICAL CONSTRUCTION NOTES: HVAC SYSTEM TO BE A BOSCH HEAT PUMP SYSTEM. LAYOUT OF DUCTS, DUCT SIZES AND DIFFUSERS ARE MEANT TO BE USED AS A GUIDELINE. ACTUAL RUNS, SIZES AND LOCATIONS TO BE DETERMINED BY MANUFACTURER'S MODEL. THE FOLLOWING STEPS SHOULD BE FOLLOWED IN THE DESIGN

AND INSTALLATION OF THE HVAC SYSTEM TO ENSURE EFFICIENCY AND COMFORT.

1. DETERMINE ROOM-BY-ROOM AND AIR-FLOWS USING ACCA MANUAL J CALCULATION PROCEDURES.(OR

SUBSTANTIALLY EQUIVALENT)

2. SIZE DUCT SYSTEM ACCORDING TO ACCA MANUAL D CALCULATION PROCEDURES. (OR

SUBSTANTIALLY EQUIVALENT)

3. SIZE HVAC EQUIPMENT TO SENSIBLE LOAD USING ACCA MANUAL S CALCULATION PROCEDURES (OR

SUBSTANTIALLY EQUIVALENT).

4. INSTALL EQUIPMENT & DUCTS ACCORDING TO DESIGN SPECIFICATIONS USING INSTALLATION

PROCEDURES FROM SMACNA / MANUFACTURERS' SPECS.

5. INSTALL SO STATIC AIR PRESSURE DROP ACROSS THE AIR HANDLER IS WITHIN MANUFACTURER AND

DESIGN SPECIFICATIONS.

6. PROVIDE BALANCED AIR FLOWS BETWEEN SUPPLY AND RETURN SYSTEMS TO MAINTAIN NEUTRAL

PRESSURE.

7. EQUIPMENT AND ASSOCIATED ITEMS MUST BE APPROVED BY PGC HARRISBURG ENGINEERING

DIVISION BEFORE START OF INSTALLATION.

FURNISH AND INSTALL A HEAT PUMP TO BE A 5 TON BOSCH BOVA - 60RxB-155 IDS LIGHT 5 TON R-454B WITH BMAC4860CBTA 5 TON CASED COIL AND BGH96M100C5B 2 STAGE GAS FURNACE OUTSIDE CONDENSER UNIT. UNITS TO ACHIEVE A MINIMUM 18 SEER AND 8.0 HSPF (OR SUBSTANTIALLY EQUIVALENT).

NG GAS PIPING NOTES: THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL NEW RIGID NG GAS PIPING SYSTEM INTO THE BUILDING ENVELOPE THEN CONTINUE WITH CSST FLEXIBLE GAS PIPING, VALVES, PIPE HANGERS, AND ALL MECHANICAL MATERIALS REQUIRED TO CONNECT TO PROPANE TANKS TO NEW SUSPENDED

UNIT HEATER. PIPING SPECS ARE AS FOLLOWS:

1. RIGID PIPING -BLACK STTEEL PIPE TO COMPLY WITH ASTM A53/A53M, SCEDULE 40, TYPE E OR S GRADE B

CARBON STEEL COMPLETE WITH ALL FITTINGS TO COMPLY WITH ASME B16.3.

2. FLEXIBLE PIPING -CSST 12" DIAMETER -300 SERIES STAINLESS STEEL STRIP CONFORMING TO ASTM A240

RATED FOR 25 PSI AND HAVE AN ELEVATED PRESSURE RATING OF 125G FOR SIZES UP TO 1 14" AND 25G

FOR 1 12" AND 2".

14x30

14x22

12x20

RETURN AIR GRILL W/

FILTER RACK

HEAT

PUMP

RESEARCH

10" R/A

TRUSS

2"X 4"

CEILING

FRAMING

10x10

OFFICE/BREAK

DROP CEILING LINE @

8'-0" A.F.F.

MECH.

BATH

4x14(4)

OPPOSITE SIDE

PLENUM BOX

W/FILTER

(3)-6" TO

OFFICE/BREAK

10X24 10X24

NEW REZNOR UDAP75 LP GAS UNIT, OR APPROVED

EQUAL, SUSPENDED FROM THE CEILING W/ DIRECT

VENT DISCHARGED AT SIDE WALL

MINIMUM OUTDOOR AIRFLOW RATE CHART

5 CFM/ 2 PERSONS-10 CFM -281 SQ.FT./2 PERSONS

BUISNESS -UTILITY 20 CFM/PERSON -20 CFM -125 SQ. FT./1 PERSON

10 CFM/ 3 PERSONS -30 CFM -

CFM/PERSON EXHAUST AIRFLOW RATE

STORAGE-WORK AREA 1383 SQ. FT./3 PERSONS

BUISNESS-WORK ROOM

BUISNESS -BATH - 110 CFM EXHAUST FAN60 SQ. FT./ 1 PERSON

OCCUPANCY CLASSIFICATION OCCUPANCY DENSITY /SQUARE FOOT

MECHANICAL ROOM

WALL BEYOND.

4x14 (4)

BUILDING SECTION - MECHANICAL

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

GENERAL NOTE:

MECHANICAL CONTRACTOR TO BE RESPONSIBLE FOR ALL LP SUPPLY LINES, REGULATORS, CONNECTIONS, ETC

TO GAS UNIT LOCATIONS.

NEW 1" DIA. NG LINE EXTEND FROM APPROX.

LOCATION OF METER & REGULATOR

4" Ø

2" Ø

HWH

1" Ø

2" Ø

GAS METER

MECHANICAL FLOOR PLAN AND DETAILS

M-1

PENNSYLVANIA GAME COMMISSION

TIOGA COUNTY

PGC-037-25-01PROJECT NO.

DATE:

SHEET NO.

CHARLESTON TOWNSHIPSGL # 037

REVISIONS

NEW 40'x100' CREW HEADQUARTERS BUILDING

DRAWN BY:

01/21/2026

AGL

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REGISTERED

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ENGINEER

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AUSTIN D. KIEFFER

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PROFESSIONAL

WASHER

N.I.C.

DRYER

N.I.C.

HVAC UNIT

REF.

N.I.C.

ps P

HWH

9,11

2'-0"

200 AMP

ELEC. PANEL wr-gfi

S o cS

GFI

ABOVE

GFI GFI

S3oc

GFI

wr-gfi

(door open) (door open)(door open)(door open)(door open)

B B B

B B

B BB

S 4

1,3 wr-gfi

S3S

GFI

13,15

GFI

OUTSIDE

UNIT

17,19 37,39

GFI 220

GFI

S o c

GFIABOVE

wr-gfi

2,4

36,38

GFI

D S3

30 amp

5,7 wr-gfi

U.G. TELEPHONE/COM

SERVICE LINES, BY OTHERS

200 AMP FUSED

DISCONNECT

U.G. 400 AMP ELECTRICAL

SERVICE FROM EXISTING

POLE MOUNTED

TRANSFORMER.

wr-gfi

GFI

GGGGG

FLOOR PLAN - ELECTRICAL

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

NORTH

PROJECT

NORTH

TRUE

NORTH

OFFICE/BREAK

SHOP AREA

EQUIPMENT STORAGE

MECHANICAL

BATH

(door open)

GFI

wr-gfi

PROVIDE SCHEDULE 40 11

ELECTRICAL CONDUIT 90°

SWEEP FOR FUTURE ELECTRICAL

FEED TO FUEL TANK. COMPLETE

WITH CAPS AT BOTH ENDS.S

41,42

KEYED

SWITCH

EMERGENCY

FUEL PUMP STOP

PROPOSED GAS METER LOCATION

3' -0

UNDERGROUND SERVICE/POWER RISER DIAGRAM DETAIL

NO SCALE

ELBOW 3" PVC SCHEDULE 40,

ELECTRICAL GRADE.

DETECTABLE RED

(ELECTRICAL) WARNING

RIBBON/TAPE 12" ABOVE

SERVICE LATERAL PER NEC

300.5(D) 3.

5' -0

3" CONDUIT

SCHEDULE 80

400 AMP

METER

SOCKET.

CONDUIT STRAP PER NEC.

SLIP JOINT CONDUIT.

#4 SOLID WIRE.

GROUND ROD $ WIRE

PER POWER COMPANY

AND NEC 250.

550 kcmil SERVICE

FEED FROM UTILITY

POLE.

200 AS

200AF

NEMA-3R

DISCONNECT

GENERAL ELECTRICAL NOTES:

FURNISH AND INSTALL SOLID COPPER CONDUCTORS AS SPECIFIED; NO ALUMINUM AND NO STRANDED. MC CABLE IS APPROVED FOR ALL

HOME RUN CIRCUITS IF NEATLY INSTALLED.

ALL CONDUCTORS FOR 120V CIRCUITS OVER 100' IN LENGTH SHALL BE MINIMUM #10AWG. ALL CONDUCTORS FOR 120V CIRCUITS OVER 150' IN LENGTH SHALL BE MINIMUM #8AWG. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF FINAL CIRCUIT LENGTHS AND

CORRESPONDING WIRE SIZE TO ENSURE VOLTAGE DROP IS MAINTAINED WITHIN NEC LIMITS.

ALL WORK SHALL BE PERFORMED AS REQUIRED BY APPLICABLE SECTION OF THE NATIONAL ELECTRICAL CODE (NEC), LATEST EDITION, AND ALL

GOVERNING UCC BUILDING CODES AND REGULATIONS.

PROVIDE GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS. ELECTRICAL COMPONENTS, DEVICES AND ACCESSORIES SHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70 AND COMPLY WITH UL 467 FOR GROUNDING AND BONDING MATERIALS AND EQUIPMENT. INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS ALL FEEDERS AND BRACH CIRCUITS, LIGHTING CIRCUITS, RECEPTACLE CIRCUITS SINGLE PHASE MOTOR AND APPLIANCE BRANCH CIRCUITS, ARMORED AND METAL-CLAD CABLE RUNS AND AS REQUIRED BY NFPA 70.

PROVIDE ALL HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS, INCLUDING STEEL SLOTTED SUPPORT SYSTEMS, CONDUIT AND CABLE SUPPORT DEVICES, SUPPORTS FOR CONDUCTORS IN VERTICAL CONDUIT. HANGERS AND SUPPORTS SHALL HAVE A FLAME RATING OF CLASS 1

AND BE SELF-EXTINGUISHING ACCORDING TO ASTM D 635.

PROVIDE CAT6 WIRE LABELED AND RAN FROM EACH DATA BOX TO MECHANICAL ROOM. PROVIDE 12' ADDITIONAL COILED LENGTH IN

MECHANICAL ROOM FOR EACH RUN.

MOUNT COMBINATION EXIT/EMERGENCY LIGHTING UNITS TO THE LIGHTING BRANCH CIRCUIT IN THE ROOM IT IS SERVING ON THE LINE SIDE OF

ANY SWITCHES.

VERIFY EXACT MOUNTING LOCATIONS AND HEIGHTS OF DISCONNECT AND EXTERIOR RECEPTACLES FOR FREEZER AND COOLER WITH

MANUFACTURER IN FIELD.

PROVIDE TYPE-2 SURGE PROTECTION FOR THE ENTIRE ELECTRIC PANEL TO MEET NEC CODE.

FIXTURE TYPEMARK MODEL

QTY

2' X 4' LED PANEL

EXIT & EMERGENCY COMBO LIGHT W/BATTERIES & REMOTE HEAD3 LITHONIA ECRLEDHO M6 W/ELA LED WP M12

SIMKAR LDP2450L40U1

2' INTEGRATED LED WALL MOUNT VANITY LIGHT (18 WATT)2 LITHONIA FMVTSL 3000K

e d c b a

15.25" X 22" 4 LAMP LED HIGH BAY LITHONIA IBH 15000LM SD080 MD OZ10 40K 80 CRI

RECEPTACLE & SWITCH MOUNTING HEIGHTSLIGHTING FIXTURE SCHEDULE

WASHER 36"

DRYER 36"

OFFICE RECEPTACLES AND TELEPHONE 18"

ALL SWITCHES AND OTHER RECEPTACLES 48"

F 1 2' X 2' LED PANEL SIMKAR LDP2240L40U1

G 1 110 CFM, LED LIGHT (11 WATT) CEILING MOUNT EXHAUST FAN BROAN AR110LKVV

LITHONIA TWS LED P1 5OK MVOLT PE DDB M4SECURITY PHOTOCELL, WALL MOUNT/OUTSIDE UNIT 18 WATT LED

SERVICE FEEDER SIZE: 350 kcmil

200 AMP Main Service BreakerCircuit No. Poles Amps Circuit Breakers

No./Size Wiring

LOAD CENTER: 200A SERVICE PANEL SCHEDULE

VOLTAGE: 240/120V

*1,3

2,4

*5,7

9,11

13,15 2 302

2 30

Size Conduit

3 - #6220 VOLT OUTLET (WELDER)2 50 1-1/4"

2 40

220 VOLT OUTLET (AIR COMPRESSOR) 3 - #10 3/4"

HVAC OUTSIDE UNIT 3 - #8 1"

3 - #10 3/4"

3 - #12 3/4"

3/4"

3 - #12 3/4"

3/4"

201 3 - #12 3/4"

1,3-Match receptacle to welder

PANEL SCHEDULE NOTES:

220 VOLT OUTLET (WELDER)

30 AMP RV POWER OUTLET

3 - #6 1-1/4" 3 - #10 3/4"1 30

2 50

5,7-Match receptacle to welder

HVAC INSIDE AIR HANDER UNIT

201 WATER HEATER 3/4"3 - #12

17,19 30 MECHANICAL ROOM DRYER RECEPTACLE2 3 - #10

SERVICE PANEL RECEPTACLE

SHOP AREA SINK/MECHANICAL RECEPTACLES/W/GFI PROTECTION

201 3 - #12 3/4"201

201 3 - #12 3/4" 22 3 - #12 3/4"201

201 3 - #12 3/4"

REFRIGERATOR RECEPTACLES201 3 - #12 3/4"201

201 3 - #12 3/4" 26 3 - #12 3/4"201

201 3 - #12 3/4"MICROWAVE

EQUIPMENT STORAGE RECEPTACLES

201 3 - #12 3/4"201

201 3 - #12 3/4" 30 3 - #12 3/4"201

201 3 - #12 3/4"

EQUIPMENT STORAGE AREA LIGHTING

201 3 - #12 3/4"

GAS HEATER

202 3 - #12 3/4"

WASHING MACHINE RECEPTACLE

36-38

202 3 - #12 3/4"37-39

SHOP AREA RECEPTACLES W/GFI PROTECTION

OFFICE/BREAK, BATH, & MECH. LIGHTING

OFFICE/BREAK SINK ,BATH SINK GFI RECEPTACLES

OFFICE/BREAK RECEPTACLES

EQUIPMENT STORAGE RECEPTACLES

GARAGE OPENER RECEPTACLES

WELL PUMP

40 FUTURE WATER TREATMENT RECEPTACLE 3 - #12 3/4"201

DUPLEX OUTLET, SPLIT CIRCUIT

JUNCTION BOX

TELECOMMUNICATIONS OUTLET

WATER PUMP

SWITCH, 3 WAY

50 AMP, 220 VOLT OUTLET,WELDER

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File details come from the government source that posted it. Updated Apr 3, 2026.