270-25-01 Crew Headquarters Drawings.pdf

PENNSYLVANIA GAME COMMISSION

PROJECT NO. PGC-270-25-01

STATE GAME LANDS #270

NEW 40' X 100' CREW HEADQUARTERS BUILDING

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

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

SANDY CREEK TOWNSHIP, MERCER COUNTY, PENNSYLVANIA

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. 270 in Sandy Creek Township, Mercer 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 three building exits.

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 (Risk Category II) wind load rating of 25 lbs/SF and wind speed rating of 115 MPH minimum.

DRAWING INDEX

CS-1 COVER SHEET

SP-1C BUILDING SITE PLAN

A-1C BUILDING FLOOR PLAN

A-2C ELEVATIONS, SCHEDULES & REFLECTED CEILING PLAN

A-3C WALL SECTIONS & DETAILS

A-4C SECTIONS & DETAILS

A-5C DRIVEWAY PROFILE & DETAILS

P-1C PLUMBING FLOOR PLAN, ELEVATIONS, & DETAILS

M-1C MECHANICAL FLOOR PLAN & DETAILS

E-1C ELECTRICAL FLOOR PLAN, SCHEDULES & DETAILS

E&S-1 EROSION AND SEDIMENT CONTROL PLAN

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.

= GEO N41.4443°, -80.19023°W

PROJECT LOCATION

STATE GAME LANDS No. 270

181MILLEDGEVILLE ROAD

HADLEY, PA 16130

PROJECT MAP

NOT TO SCALE

PROJECT LOCATION PLAN

NOT TO SCALE

PROJECT LOCATION

STATE GAME LANDS No. 270

181MILLEDGEVILLE ROAD

HADLEY, PA 16130

MERCER COUNTY

COVER SHEET

PENNSYLVANIA GAME COMMISSION

MERCER COUNTY

PGC-270-25-01PROJECT NO.

DATE:

SHEET NO.

SANDY CREEK TOWNSHIPSTATE GAME LANDS # 270

REVISIONS

NEW 40' x 100' CREW HEADQUARTERS BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

CS-1C

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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

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ZACHARY M WHITENIGHT

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ENGINEER

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REGISTERED

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NO.

PROPOSED NEWCREW BUILDING4,000 S.F.F.F. ELEV. 100

CREW HEADQUARTERS SITE PLAN

SCALE: 1" = 20'-0"

100'-0"

40'-0"

110'-0"

45'-0"

166'-8 1 16"

EXISTING PGC GRAVEL PUBLIC PARKING AREA

30'-0"

40'-0"

50'-0"

80'-0"

APPROXIMATE LOCATION OF CONCRETE

WASHOUT AREA. G.C. TO INSTALL PER

DETAIL AND PROVIDE REMOVAL AND SITE

REMEDIATION AS REQUIRED.

25'-0"

R25'-0" s s s

172'-0"

30'-0"

20'-0"

R25'-0"

R25'-0"

DITCHLINE

℄ OF DRIVEWAY MARKED

BY ORANGE STAKE

(41°26'37"N, 80°11'27"W)

COMPOST FILTER SOCK

COMPOST FILTER SOCK

4" SCHEDULE 40 PVC DRAIN LEADER

EXTENDED APPROX. 20'-0" FROM BUILDING.

DISCHARGE TO GRADE ON STONE RIPRAP

AND PROVIDE RODENT SCREEN.

NEW UNDERGROUND (U.G.) ELECTRIC SERVICE IN 4" Ø

SCHEDULE 40 CONDUIT FROM EXISTING UTILITY POLE

MOUNTED TRANSFORMER TO NEW 400 AMP SERVICE

METER AT NEW CREW HEADQUARTERS BUILDING.

PROVIDE SCHEDULE 80 CONDUIT UNDER PARKING AREA

AND AT ABOVE GROUND SWEEP LOCATIONS. (APPROX. 300')

NEW UNDERGROUND 1" Ø SCHEDULE

40 CONDUIT FROM NEW STORAGE

BUILDING TO NEW PAD FOR FUTURE

POWER FEED TO STORAGE SHED.

INCLUDE SWEEPS, CONNECTORS, AND

PULL STRING. (APPROX. 15')

12'-0" X 20'-0" X 6" THK. CLASS AA POURED

CONCRETE SLAB WITH #4 REBAR @ 12" O.C.

E.W. OVER 6" MINIMUM COMPACTED 2-B

SUBBASE FOR FUTURE STORAGE SHED.

NEW UNDERGROUND 2 12"" Ø SCHEDULE

80 CONDUIT FROM NEW CREW BUILDING

TO NEW STORAGE BUILDING FOR ELECTRIC

FEED. (APPROX. 90')

NEW PROPOSED

WELL LOCATION.

TOPSOIL STOCKPILE

WITH COMPOST

FILTER SOCK.

STRIP TOPSOIL MINIMUM 10" AS REQUIRED TO ESTABLISH

PARKING/STAGING AREA. PROVIDE STONE PARKING/STORAGE

AREA WITH 4" THICK LAYER OF COMPACTED 2A COARSE

AGGREGATE OVER 6" COMPACTED 3A SUBBASE MATERIAL.

NEW 1,500 GAL.

PRECAST CONC. SINGLE

TANK, BY P.C.

4" SCHEDULE 40 PVC DRAIN LEADER

EXTENDED APPROX. 30'-0" FROM BUILDING.

DISHARGE TO GRADE ON STONE RIPRAP

AND PROVIDE RODENT SCREEN.

14'-0" X 18'-0" X 8" THK. CLASS AA POURED

CONCRETE SLAB WITH #4 REBAR @ 12" O.C. E.W.

OVER 6" MINIMUM COMPACTED 2B SUB BASE FOR

FUTURE INSTALLATION OF FUEL TANK BY PGC. VERIFY

IN FIELD EXACT LOCATION.

PROVIDE 2 NEW UNDERGROUND 1 14" Ø

RIGID METAL CONDUIT (RMC) COMPLETE

WITH SWEEPS, CONNECTORS AND PULL

STRING. (APPROX. 35')

40'-0" X 14'-0" X 6" THK. CLASS AA POURED

CONCRETE SLAB WITH #4 REBAR @ 12" O.C.

E.W. OVER 6" MINIMUM COMPACTED 2-B SUBBASE.

MILLEDGEVILLE ROAD

S.R. 1018

2' -0

2'-0"

2' -0

0+00

0+25

0+50

0+75

1+00

1+25 1+30

PROVIDE 1'-0" MIN. DEPTH

R-3 RIPRAP TO DITCHLINE

PROPOSED NEWSTORAGE BUILDINGTO BE SUBMITTEDUNDER SEPARATESUBMISSION

NEW UNDERGROUND TELEPHONE SERVICE IN 1 14"Ø

SCHEDULE 40 CONDUIT FROM EXISTING UTILITY POLE

TO NEW CREW HEADQUARTERS BUILDING, (APPROX. 300')

BUILDING SITE PLAN

PENNSYLVANIA GAME COMMISSION

MERCER COUNTY

PGC-270-25-01PROJECT NO.

DATE:

SHEET NO.

SANDY CREEK TOWNSHIPSTATE GAME LANDS # 270

REVISIONS

NEW 40' x 100' CREW HEADQUARTERS BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

SP-1C

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PGC

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ZACHARY M WHITENIGHT

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ENGINEER

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PROFESSIONAL

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REGISTERED

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)

A

A

A

P-1

E

A

A

P.T.

P-1A

B1

B2

A

A

B18B18 SB24

W15W15

REF.

N.I.C.

F.E.

F.E.

F1

607 606 605 604 603 602 601

SL

OP

E 1 4"

: 1 2"

SLOPE

14 " : 12" M

IN.

SLOPE

14 " : 12" M

IN.

A-4

A

F3

W21

B24

B21

B24

B21

HWH

EL

EC

. P

AN

EL

WASHER

N.I.C.

DRYER

N.I.C.

ROD/SHELFSHOWER

STALL

C

E

P-1C

B

D

E

A-3

A-3

F1 F2

D1

F1

F3

SL

OP

E 1 4"

: 1 2"

A

608 609 610

SLOPE 18 " PER FT. M

IN.

OUTSIDE

CONDENSER

UNIT

MECHANICAL

BATH

SLOPE

SL

OP

E

SLOPE

SL

OP

E

SL

OP

E

SLOPE

SLOPE

SL

OP

E

SL

OP

E

SLOPE

SLOPE

SLOPE

SL

OP

E

SL

OP

E

5 5

5'-1012"17'-15 8"13'-15

8"13'-15 8"4'-7116"15'-15

8"13'-15 8"3'-9116"7'-1113

16"5'-1012" 5'-0"

12'-0"

ROUGH OPENING

14'-0"

ROUGH OPENING

12'-0"

ROUGH OPENING

12'-0"

ROUGH OPENING

16'-0"

ROUGH OPENING

3'-412"

R.O.

4'-0"

5'-0"

14'-0"

39'-9"

OUT TO OUT POSTS

7'-1012"

8'-0"

8'-0"

8'-0"

7'-1012"

5'-1012"17'-15 8"17'-15 8"6'-103

8"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"8'-0"5'-1012"

16'-0"

ROUGH OPENING

5'-0"

5'-0"

1'-6"

5'-0"

2'-0"

MIN.

99'-9"

OUT TO OUT POSTS

7'-1012"

8'-0"

8'-0"

8'-0"

7'-1012"

12'-1"

9'-8"

4'-8"

3'-412"

R.O.

2"

8'-4" 8'-1" 2'-5"

2'-8"

2"

20'-1" 14'-1"

312"

34'-1"

MILLWORK. SEE INTERIOR

ELEVATIONS FOR DETAILS.

HVAC

UNIT

MILLWORK. SEE INTERIOR

ELEVATIONS FOR DETAILS.

DOTTED LINE

INDICATES BULKHEAD

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

24" Ø FOUNDATION WITH POURED FOOTING

OR 6" THICK X 20" Ø PRECAST CONCRETE

POST PAD. TYPICAL FOR DOUBLE POST PAD

LOCATIONS.

ISOLATION JOINT TYPICAL

AROUND TRENCH DRAIN.

SAW CUT CONTROL JOINTS

(TYPICAL).

4" SCHEDULE 40 PVC DRAIN

LEADER. SLOPE 18" PER FT. MIN.

4" SCHEDULE 40 PVC DRAIN LEADER.

EXTEND APPROXIMATELY 30'-0" FROM

EXTERIOR OF BUILDING TO DAYLIGHT

AND DISCHARGE. COMPLETE WITH

RODENT SCREEN.

EXPANSION

JOINT/THERMAL BREAK.

24" X 36" ATTIC ACCESS DOOR MOUNTED

IN TRUSS DRAFTSTOPPING COMPLETE WITH

HINGES AND LATCH V.I.F. EXACT LOCATION.

EXPANSION

JOINT/THERMAL BREAK.

POLYCAST PREFABRICATED MODULAR

PRE-SLOTTED TRENCH DRAIN SYSTEM.

SEE SPECIFICATIONS AND DETAIL.

SAW CUT CONTROL JOINTS

(TYPICAL).

ISOLATION JOINT TYPICAL

AROUND TRENCH DRAIN.

24" Ø FOUNDATION WITH POURED

FOOTING OR 6" THICK X 20" Ø

PRECAST CONCRETE POST PAD.

TYPICAL FOR DOUBLE POST PAD

LOCATIONS.

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

POLYSTYRENE INSULATION TYPICAL

AROUND ENTIRE PERIMETER OF

BUILDING.

DIAGONAL BRACE 1 EACH SIDE

@ OPPOSITE ANGLES 3 PLY

2"X6"X16' (TYPICAL EACH CORNER)

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.

6" Ø 36" H STEEL PAINTED BOLLARD,

WITH SLOPED BASE. TYPICAL

6" Ø 36" H STEEL PAINTED BOLLARD,

WITH SLOPED BASE. TYPICAL

3'-412" R.O.

CONCRETE PAD AS REQUIRED TO

RECEIVE NEW LP TANK.

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.

4" PVC SLEEVE/SWEEP

FOR WATER

THRU WALL DRYER VENT

LOCATION ABOVE A.C.T.

BY GENERAL CONTRACTOR.

5'-0" 8'-0"

CONCRETE APRON AS INDICATED ON

THE DRAWING FOR PASS-THRU

OVERHEAD DOOR ACCESS AND

EQUIPMENT WASH AREA.

SL

OP

E 1 4"

: 1 2"

SL

OP

E 1 4"

: 1 2"

14'-0"

40'-0"

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).

5 BUILDING FLOOR PLAN

PENNSYLVANIA GAME COMMISSION

MERCER COUNTY

PGC-270-25-01PROJECT NO.

DATE:

SHEET NO.

SANDY CREEK TOWNSHIPSTATE GAME LANDS # 270

REVISIONS

NEW 40' x 100' CREW HEADQUARTERS BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

A-1C

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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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TRADENAME

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MODELNUMBER

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ZACHARY M WHITENIGHT

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PE095005

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ENGINEER

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PROFESSIONAL

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REGISTERED

FRONT ELEVATION

green

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

A tan green

4' -0

RIGHT ELEVATION

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

tan tan green

RIDGE VENT/CAP INTEGRAL WITH

METAL ROOFING. (GREEN)

RIBBED METAL ROOFING.

SNOW RAIL. (GREEN)

ALUMINUM GUTTER AND

DOWNSPOUT (GREEN)

RIBBED METAL SIDING

VINYL DOUBLE HUNG WINDOW

UNIT. (WHITE) TYPICAL PRE-FABRICATED CONCRETE

SPLASH BLOCKS. (TYP.)

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

(PAINTED WHITE)

12'-0" WIDE X 12'-0" HIGH

GARAGE DOOR. TYPICAL (WHITE)

6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

16'-0" WIDE X 12'-0" HIGH GARAGE

DOOR. TYPICAL (WHITE)

PRE-FABRICATED CONCRETE

SPLASH BLOCKS. (TYP.)

6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

green tan

REAR ELEVATION LEFT ELEVATION

AAAAA

green tan green

6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

VINYL DOUBLE HUNG WINDOW

UNIT. (WHITE) TYPICAL.

PROPOSED NEW HVAC

CONDENSER UNIT.

APPROXIMATE LOCATION OF

ELECTRIC METER.

RIDGE VENT/CAP INTEGRAL WITH

METAL ROOFING. (GREEN)

RIBBED METAL ROOFING

SNOW RAIL. (GREEN)

ALUMINUM GUTTER AND

DOWNSPOUT (GREEN).

RIBBED METAL SIDING

PRE-FABRICATED CONCRETE

SPLASH BLOCKS. (TYP.)

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

(PAINTED WHITE)

VINYL DOUBLE HUNG WINDOW

UNIT. (WHITE) TYPICAL

PROPOSED LP

TANK BY PGC.

16'-0" WIDE X 12'-0" HIGH GARAGE

DOOR. TYPICAL (WHITE)

6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

REFLECTED CEILING PLAN

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

R/A S/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

S/A

2'X4' LED

LIGHT FIXTURE

S/A

DUCT

R/A

DUCT

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

ALUM. WRAPPED

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

2'X4' A.C.T. @ 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

B1

B2

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

TYPE 2 TYPE 3 TYPE 4

M

AX

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

F1

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

D1

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

W21W21

B24 B24

MECHANICAL

UTILITY AREA -ELEVATION "A"

BATH

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

SHOP AREA/BATH -ELEVATION "B"

B24

W2130

W2130

BATH -ELEVATION "C"

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

8'-0"

METAL SIDING ON WALL

ABOVE FRP. (WHITE)

FRP WALL FINISH. EXTEND

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

2'-10"

4" FRP COVE BASE.

FRP WALL

FINISH. EXTEND

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

1'-3" 2'-6"

1'-5"

TO RIM

SUSPENDED A.C.T.

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

4" FRP BASE.

6'-0"

CLOSET SHELF AND ROD.

FRP WALL FINISH. EXTEND

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

METAL SIDING ON WALL

ABOVE FRP. (WHITE)

3'-0"

4" VINYL FRP BASE.

FRP WALL FINISH. EXTEND

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

WINDOW UNIT PICTURED

FRAME WITH WOOD OR

AZEK TRIM.

1'-8" 8"

2'-10"

4'-6"

W15

B18

W15

B18 SB24

分 秒

分 秒

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

OFFICE/BREAK ROOM -ELEVATION "E"

REF

N.I.C.

MICROWAVE

N.I.C.

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

BATH -ELEVATION "E"

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

BATH -ELEVATION "D"

4" VINYL COVE BASE.

3'-0"

8"

2'-0"

4'-0"

SUSPENDED A.C.T. CEILING

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

FRP WALL FINISH. EXTEND

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

ONE-PIECE FIBERGLASS SHOWER

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

4'-0"

(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.

FRP WALL FINISH.

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

4" VINYL COVE BASE.

MODEL 508

MODEL 780-1836

MODEL 812

MODEL 812

SOAP DISPENSER

18" x 36" MIRROR

TOILET TISSUE HOLDER

FLOOR MOUNTED WATER CLOSET2

GRAB BAR

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

SEE SPECS

SEE SPECS

WALL HUNG URINAL SEE SPECS

ELEVATIONS, SCHEDULES & REFLECTED CEILING PLAN

PENNSYLVANIA GAME COMMISSION

MERCER COUNTY

PGC-270-25-01PROJECT NO.

DATE:

SHEET NO.

SANDY CREEK TOWNSHIPSTATE GAME LANDS # 270

REVISIONS

NEW 40' x 100' CREW HEADQUARTERS BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

A-2C

AutoCAD SHX Text

MODELNUMBER

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ZACHARY M WHITENIGHT

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PE095005

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PROFESSIONAL

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REGISTERED

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NOTE:

PROVIDE 6" X 20" Ø PRE-FAB CONCRETE

POST FOOTING WITH 24" Ø EXCAVATED POST

HOLE. WHERE PLAN INDICATED DOUBLE POST

LOCATION(S)

SLOPE

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STORAGE AREA

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

SLOPE

4" :12" MIN.

6"

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 10 MIL.

POLYETHLENE VAPOR BARRIER

OVER 4" MIN. THK. 2B SUB BASE.

2" EXPANSION JOINT

MATERIAL

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2" X 4" HORIZONTAL GIRTS

3-PLY 2" X 6" LAMINATED POST

2" X 8" 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

COMPACTED GRAVEL

PARKING AREA.

CONCRETE BOLLARD

FOOTING BASE.

3-PLY 2"X6" LAMINATED POST.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 10 MIL.

POLYETHYLENE VAPORT BARRIER

OVER 4" MIN. THK. 2B SUB BASE.

1'-3"

3'-0"

2'-0"

1'-0"

1'-2"

MIN.

2"

2"

6"

6"

2"

2"

6"

2"

WEATHERSTRIPPING

ALUMINUM 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" EXPANSION

JOINT MATERIAL

OVERHEAD INSULATED

DOOR AND STEEL TRACK.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 10 MIL.

POLYETHLENE VAPOR BARRIER

OVER 4" MIN. THK. 2B SUB BASE.

2" THINK R-10 EXTRUDED

POLYSTYRENE EXTEND 4'-0"

HORIZONTALLY AROUND

ENTIRE PERIMETER.

METAL RIDGE CAP

2"X6" TOP RIDGE PURLIN

3-PLY 2"X6" LAMINATED POST

24'-0" HIGH

2"X4" BRACING AS REQUIRED AND RECOMMENDED BY

TRUSS SUPPLIER/MANUFACTURER

3-PLY 2"X6" LAMINATED POST

22'-0" HIGH

PRE-ENGINEERED ROOF TRUSSES

SPACED @ 4'-0" O.C.

26 GAUGE METAL ROOFING OVER PRODEX

INSULATION OVER 2"X4" PURLINS SPACED @

24" O.C. (GREEN)

2"X6" BOTTOM PURLIN

DRIP EDGE

SEEMLESS ALUM. GUTTER

OVER METAL CLAD 2"X6"

FASCIA BOARD (GREEN)

ALUMINUM FULLY VENTED

SOFFIT (GREEN)

"J" CHANNEL TRIM PIECES

HURRICANE TIE-DOWN ANCHORS H25A

(4) 516"X4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS

TIMBER SCREWS

2"X12" HEADER/TRUSS SEAT

(EACH SIDE OF POST)

RIBBED METAL SIDING OVER PRODEX INSULATION

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

Z-FLASHING INSTALLED BETWEEN DIFFERENT

COLORED METAL SIDING (GREEN)

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2"X4" HORIZONTAL GIRTS (GREEN)

2"X8" PRESSURE TREATED SPLASH BOARD.

TYPICAL AROUND ENTIRE PERIMETER.

BASE ANGLE "RAT GUARD" METAL TRIM

PIECE

COMPACTED GRAVEL 5'-0" MIN. TYPICAL

AROUND ENTIRE PERIMETER OF STURCTURE

3-PLY 2" X 6" LAMINATED POST

18'-0" HIGH

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 10 MIL.

POLYETHYLENE VAPOR BARRIER

OVER 4" MIN. THK. 2B SUB BASE

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

2" REBAR UPLIFT ANCHOR

CONCRETE BACKFILL AROUND POSTS

TAMPED EARTH BACKFILL AROUND POSTS

2" THICK R-10 EXTRUDED POLYSTYRENE

EXTEND 4'-0" HORIZONTALLY AROUND

ENTIRE PERIMETER

1'-6"

6"

6"

4'-0"

BELOW BOTTOM OF

SPLASHBOARD/SLAB

6"

4'-0"

13'-9"

6"

2"

HEATED/UNHEATED WALL DETAIL

SCALE: 1" = 1'-0"

HEATED SHOP AREA

EQUIPMENT STORAGE

(UNHEATED)

DETAIL @ CONCRETE SIDEWALK

SCALE: 1" = 1'-0"

6"

2"

BOLLARD DETAIL

SCALE: 1" = 1'-0"

6" CLASS AA CONCRETE APRON OVER

4" MIN. 2B SUB BASE.

SLOPE CONCRETE AROUND BASE OF

COLUMN AS REQUIRED FOR RUNOFF.

6" Ø SCHEDULE 40 STEEL PIPE BOLLARD

WITH CONCRETE FILL. (PAINTED, YELLOW)

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2"X4" HORIZONTAL GIRTS.

SLOPE

4" :12" MIN.

SLOPE

4" :12" MIN.

O.H. DOOR SILL AND JAMB DETAIL

SCALE: 1" = 1'-0"

A-2

WALL SECTION DETAIL

SCALE: 1" = 1'-0"

A-2

NOTE:

TRUSS DESIGNED W/ 8" ENERGY HEEL. DESIGN

INFORMATION TO BE DEFERRED.

2'-0"

OVERHANG

EAVES

WALL BETWEEN HEATED AND UNHEATED BAYS. SEE

WALL DETAIL FOR ADDITIONAL INFORMATION.

2" DRYWALL, OSB OR PLYWOOD

(DRAFTSTOPPING). SEE UNHEATED

WALL DETAIL FOR ADDITIONAL

INFORMATION.

2" DRYWALL, OSB OR PLYWOOD

(DRAFTSTOPPING).

24"X36" ATTIC ACCESS DOOR

MOUNTED IN DRAFTSTOPPING

COMPLETE WITH HINGES AND

LATCH V.I.F. EXACT LOCATION.

PRE-ENGINEERED ROOF

TRUSS SPACED @ 48" O.C.

2"X6" DOUBLE TOP PLATE

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

INSULATION BOARD. OVER 2"X6" WOOD

STUD WALL.

2"X6" PRESSURE TREATED SILL PLATE SILL

SEALER. SECURE INTO CONCRETE SLAB AS

REQUIRED.

2" EXPANSION JOINT MATERIAL.

(THERMAL BREAK)

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

TRUSS. EXTEND FULL HEIGHT FROM BOTTOM OF

TRUSS TO TOP OF TRUSS.

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

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

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

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

COMPLETE WITH "J" CHANNEL TRIM.

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

OVER 12" OSB OR PLYWOOD.

4" FRP COVE BASE

6" (PENNDOT CLASS AA 3500) CONCRETE

SLAB WITH FIBER REINFORCEMENT OVER 6

MIL. POLYETHYLENE VAPOR BARRIER OVER

4" MIN. THK. 2B SUB BASE.

TRENCH DRAIN COMPLETE WITH

DURAGUARD FRAME AND GRATE HOLD

DOWN DEVICE. SEE SPECIFICATIONS.

ISOLATION JOINT WITH 12"

EXPANSION JOINT MATERIAL.

6" (PENNDOT CLASS AA 3500) CONCRETE

SLAB WITH FIBER REINFORCEMENT OVER 10

MIL. POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2B SUB BASE.

DA0633 INSTALLATION

CHAIR COMPLETE WITH

#4 REBARS FOR

SUPPORT.

POURED CONCRETE AROUND TRENCH DRAIN

SYSTEM (PENNDOT CLASS AA 3500).

SIKAFLEX SELF LEVELING POLYURETHANE

SEALANT. (GRAY)

600 SERIES POLYCAST

PRE-SLOPED TRENCH

DRAIN SYSTEM.

SLOPESLOPE

4"

MIN.

4"

MIN.

TRENCH DRAIN DETAIL

SCALE: 1" = 1'-0"

4"

MIN.

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

RIBBED METAL SIDING OVER

PRODEX INSULATION OVER

2"X4" HORIZONTAL GIRTS

OR 2"X8" PRESSURE TREATED

SPLASH BOARD.

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.

WALL SECTIONS & DETAILS

PENNSYLVANIA GAME COMMISSION

MERCER COUNTY

PGC-270-25-01PROJECT NO.

DATE:

SHEET NO.

SANDY CREEK TOWNSHIPSTATE GAME LANDS # 270

REVISIONS

NEW 40' x 100' CREW HEADQUARTERS BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

A-3C

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

WALL SECTION DETAIL

SCALE: 1" = 1'-0"

A-3

EL

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2" OSB OVER 2"X4" NAILERS @

24" O.C. (TYPICAL FOR

OFFICE/BREAK, BATH AND

MECHANICAL ROOM(S).

HEATED SHOP AREA

OFFICE, BATH, MECH.

NOTE:

TRUSS DESIGNED W/ 8" ENERGY HEEL. DESIGN

INFORMATION TO BE DEFERRED.

2" THICK R-10 EXTRUDED POLYSTYRENE

EXTEND 4'-0" HORIZONTALLY AROUND

ENTIRE PERIMETER.

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

REINFORCEMENT OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER

4" MIN. THK. 2B SUB BASE.

2"X6" PRESSURE TREATED SILL PLATE SILL SEALER.

SECURE INTO CONCRETE SLAB AS REQUIRED.

4" FRP COVE BASE

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 (EXTEND 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.

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

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

A.F.G. AND MECHANICAL ROOM(S).

"J " CHANNEL TRIM PIECES.

RIBBED METAL CEILING/SIDING ON 2"X4"

NAILERS @ 24" O.C. SECURED TO

UNDERSIDE OF TRUSSES

SLOPE

COMPACTED GRAVEL 5'-0" MIN. TYPICAL AROUND

ENTIRE PERIMETER OF STRUCTURE. 4" MINIMUM

THICKNESS.

BASE ANGLE "RAT GUARD" METAL TRIM

PIECE.

2"X8" PRESSURE TREATED SPLASH BOARD.

TYPICAL AROUND ENTIRE PERIMETER.

RIBBED METAL SIDING OVER PRODEX

INSULATION OVER 2"X4" HORIZONTAL

GIRTS.(GREEN). EXTEND TO Z FLASSING

@ 4'-0" ABOVE SLAB.

RIBBED METAL SIDING OVER TYVEK HOUSE

WRAP (HEATED AREAS ONLY) OVER 2"X4"

HORIZONTAL GIRTS. (BEIGE/BROWN)

1 12" THICK XPS, R-7.5 INSULATION BOARD.

(INSTALL AT HEATED BUILDING AREAS ONLY).

2"X12" HEADER/TRUSS SEAT

(EACH SIDE OF POST).

(4) 516"X4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS

TIMBER SCREWS

ALUMINUM FULLY VENTED

SOFFIT (GREEN). WITH "J"

CHANNEL TRIM PIECES

SEEMLESS ALUM. GUTTER

OVER METAL CLAD 2"X6"

FASCIA BOARD. (GREEN)

DRIP EDGE

2"X6" BOTTOM PURLIN

INSULATION BAFFLE SECURED

TO PURLINS

FIBERGLASS UNFACED R-30 BATT INSULATION APPLIED ACROSS

TRUSSES OVER KRAFT FACED R-19 BATT INSULATION BETWEEN

TRUSSES.

26 GUAGE METAL ROOFING OVER PRODEX

INSULATION OVER 2"X4" PURLINS SPACED @

24" O.C. (GREEN)

13'-9"

2'-0"

OVERHANG

EAVES

6"6"

2"

SL

OP

E 1 8" : 1

2"

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

DETAIL AT ENTRY DOOR

SL

OP

E

11 2"

1'-6"

1'-0" 512"

TYP.

4"1'-3"

6" THK. POURED CONCRETE APRON BLEND

CONCRETE TRANSITION AS REQUIRED.

ALIGN CONCRETE APRON WITH FINISHED

FLOOR ELEVATION AT ENTRY DOOR

LOCATIONS. (TYPICAL FOR 2).

RIBBED METAL SIDING OVER PRODEX

INSULATION OVER 2"X4" HORIZONTAL GIRTS

INSULATED ENTRY DOOR WITH

HOLLOW METAL FRAME, ALUMINUM

THRESHOLD AND BRUSH SEAL.

2" OSB OR PLYWOOD ON 2"X6"

WOOD STUDS @ 16" O.C. WITH

R-20 BATT INSULATION.

FRP OVER 12" OSB OR PLYWOOD ON 2"X4"

WOOD STUDS @ 16" O.C.

3-PLY LAMINATED POSTS

OVERHEAD GARAGE DOOR AND

TRACK ASSEMBLY MOUNTED TO 2" X

FRAMING AS REQUIRED.

6" Ø SCHEDULE 40 STEEL PIPE

BOLLARD WITH CONCRETE FILL.

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)

SCALE: 1" = 1'-0"

TYPICAL ROOF FRAMING/BRACING DETAIL

2"X12" TRUSS SEAT (EACH

SIDE OF POST).

2"X10" HEADER (EACH SIDE

OF POST).

4'-0"

TYPICAL 2"X4" BRACING AS REQUIRED AND RECOMMENDED BY

TRUSS SUPPLIER/MANUFACTURER.

2"X6" TOP PURLIN

2"X4" RAKE BOARD

2"X4" PURLINS @

24" O.C.

2"X6" BOTTOM PURLIN

2"X6" FASCIA BOARD

PRE-ENGINEERED

ROOF TRUSS

(4) 516"X4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS TIMBER SCREWS

2"X4" HORIZONTAL GIRTS

3-PLY 2"X6" LAMINATED POST

PRE-ENGINEERED GABLE END ROOF

TRUSS. PROVIDE ADDITIONAL NAILERS

AS REQUIRED.

2"X6" TIE-BLOCKING AT EACH

TRUSS OR HURRICANE TIE-DOWN

ANCHOR H25A

2"X12" HEADER/TRUSS SEAT

(EACH SIDE OF POST)

3-PLY 2"X6" LAMINATED

CORNER POST 1'-0"

OVERHANG

(4) 516"X4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS

TIMBER SCREWS

(2) 516"X4" GRK RSS SCREWS

OR

(2) 4" STRONG DRIVE SDWS TIMBERSCREWS

3-PLY 2"X6" LAMINATED POST

BLOCKING. (4) EQUAL SPACED

OVER GARAGE DOOR OPENING.

2"X BLOCKING OR SHEATHING AS

REQUIRED FOR GARAGE DOOR

FRAMING OPENING.

2"X10" WOOD FRAMING

FOR MOUNTING SUPPORT.

2"X4" HORIZONTAL GIRTS

BEYOND.

2"X6 " VERTICAL WOOD FRAMING FOR

TRACK MOUNTING/SUPPORT.

3-PLY 2"X6" LAMINATED POST.

SCALE: 1" = 1'-0"

GARAGE DOOR FRAMING DETAIL

NOTES:

1. TYPICAL DETAIL FOR GARAGE DOOR

WIDTHS UP TO 14' WIDE.

2. PROVIDE R-20 BATT INSULATION

BETWEEN HEADERS IN HEATED BAYS.

2"X BLOCKING MATERIAL

BETWEEN MEMBERS.

SPACED 16" O.C.

4"X16" LVL TRUSS SEAT

(EACH SIDE OF POST).

COLUMN TO BE NOTCHED 14"

TO RECEIVE LVL TRUSS SEAT

2"X HEADER (EACH

SIDE OF POST).

(4) 516"X4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS

TIMBER SCREWS

2"X BLOCKING OR SHEATHING AS

REQUIRED FOR GARAGE DOOR

FRAMING OPENING.2"X10" WOOD FRAMING

FOR MOUNTING SUPPORT.

2"X4" HORIZONTAL GIRTS

BEYOND.

2"X6" VERTICAL WOOD FRAMING FOR

TRACK MOUNTING/SUPPORT.

3-PLY 2"X6" LAMINATED POST.

SCALE: 1" = 1'-0"

16'-0" GARAGE DOOR FRAMING DETAIL

NOTE:

TRUSS DESIGNED W/ 8" ENERGY HEEL. DESIGN

INFORMATION TO BE DEFERRED.

SCALE: 1" = 1'-0"

GARAGE DOOR HEAD DETAIL

NOTES:

1. TYPICAL DETAIL FOR GARAGE DOOR

WIDTHS 16' WIDE.

ALUMINUM METAL CLAD TRIM. (WHITE) TYPICAL AT

ALL JAMB AND HEAD OR OVERHEAD DOORS.

PVC GARAGE DOOR

WEATHERSTRIPPING/SEAL (WHITE)

"J" CHANNEL TRIM PIECES

RIBBED METAL SIDING OVER PRODEX

INSULATION OVER 2"X4" HORIZONTAL

GIRTS. (BEIGE/BROWN)

"J" CHANNEL TRIM PIECES

ALUMINUM FULLY VENTED

SOFFIT (GREEN).

SEEMLESS ALUM. GUTTER

OVER METAL CLAD 2"X6"

FASCIA BOARD. (GREEN)

DRIP EDGE

2"X6" BOTTOM PURLIN

26 GUAGE METAL ROOFING OVER PRODEX

INSULATION OVER 2"X4" PURLINS SPACED @

24" O.C.. (GREEN) 2'-0"

OVERHANG

EAVES

HURRICANE TIE-DOWN ANCHORS

H25A.

(5) 516"X4" GRK RSS SCREWS

OR

(5) 4" STRONG DRIVE SDWS

TIMBER SCREWS

4"X16" LVL HEADER/TRUSS

SEAT (EACH SIDE OF POST).

NOTCH POSTS ±1

4" AS REQUIRED

TO RECEIVE LVL AS INDICATED.

2" X WOOD INFILL HEADER AS

REQUIRED. SECURE TO POSTS

WITH (2) APPROVED FASTENERS.

OVERHEAD GARAGE DOOR

COMPLETE WITH TRACK

ASSEMBLY.

2"

NOTE:

1. TYPICAL DETAIL FOR GARAGE

DOOR WIDTHS 16' WIDE.

TYPICAL SECTION

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

13'-9"

MAX. FROM TOP

OF SLAB TO BEARING

HEIGHT FOR TRUSSES

1'-10"

2'-0"

2'-0"

2'-0"

2'-0"

2'-0"

1'-11"

2'-0"

OVERHANG TYPICAL

FOR EAVES AND GABLE END

POST 3-PLY LAMINATED

2"X6"X24'-0".

POST 3-PLY LAMINATED

2"X6"X22'-0".

SPREAD WEB TRUSS DESIGN FOR 8"

ENERGY HEEL. TRUSSES DESIGNATED FOR

42.5LBS/S.F. GROUND SNOW LOAD (SNOW

LOAD FACTOR 0.7) SPACED @ 4'-0" O.C.

POST 3-PLY LAMINATED

2"X6"X18'-0" (TYPICAL).

CORNER BRACE 3-PLY LAMINATED

2"X6"X16'-0" (TYPICAL).

FRAME STRUCTURE DESIGNED

FOR 25LBS/S.F. WIND LOAD.

SECTIONS & DETAILS

PENNSYLVANIA GAME COMMISSION

MERCER COUNTY

PGC-270-25-01PROJECT NO.

DATE:

SHEET NO.

SANDY CREEK TOWNSHIPSTATE GAME LANDS # 270

REVISIONS

NEW 40' x 100' CREW HEADQUARTERS BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

A-4C

AutoCAD SHX Text

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

DRIVEWAY PROFILE DETAIL

SCALE: 14" = 1'-0"

15" Ø HDPE CULVERT

TO BE PLACED WITH

18" MIN. COVER AT A

1.5% MIN. SLOPE.

EXISTING GRADE

PROPOSED DRIVEWAY GRADE.

EDGE OF STATE ROUTE 1018

(MILLEDGEVILLE ROAD)

MAX PROPOSED DRIVEWAY GRADE SHALL NOT

EXCEED 6.0% MAX OR DIFFERENCE BETWEEN

ROADWAY CROSS SLOPE AND DRIVEWAY PROFILE

TO NOT EXCEED 8%.

0+00 0+25 0+50 0+75 1+00 1+25 1+30

TIE PROPOSED DRIVEWAY PROFILE TO EXISTING ELEVATION.

MILLEDGEVILLE ROAD

DRIVEWAY CULVERT PIPE SECTION

SCALE: 14" = 1'-0"

15" Ø HDPE DRIVEWAY DRAINAGE

PIPE WITH 18" MIN. COVER. PROVIDE

A MIN. OF 1.5% SLOPE. PROVIDE

FLARED END SECTION ON INLET AND

OUTLET ENDS.

EXISTING DRAINAGE DITCH

APPROX.

EXISTING CROSS ROAD DRAINGE

CULVERT. USE CULVERT INVERT

AS TARGET DITCH GRADE POINT.

REGRADE DRAINAGE DITCH A MIN. OF 100''

FROM EXISTING TRANSVERSE CULVERT.

PROVIDE SMOOTH TRANSITION AND

PROMOTE POSITIVE DRAINAGE ALONG

DRAINAGE DITCH.

REFER TO DRIVEWAY TYPICAL SECTION DETAIL AND

CULVERT DETAIL FOR CULVERT BACKFILL SPECIFICS.

50'-0"

TYPICAL DRIVEWAY SECTION

SCALE: 12" = 1'-0"

2:1 MIN. TO EXISTING GRADE

2:1 MIN. TO EXISTING GRADE

2.0%

4" THICK COMPACTED 2A COARSE AGGREGATE

DRIVING SURFACE

10" THICK COMPACTED 3A SUB BASE

20'-0"

TYP.

REMOVE MINIMUM OF 6"

OF EXISTING TOPSOIL/VEGETATION

CULVERT PIPE DETAIL

SCALE: 1" = 1'-0"

PROVIDE 2A AGGREGATE PIPE

BEDDING - UNCOMPACTED

15"Ø 50' CORRUGATED HDPE CULVERT

PIPE WITH SMOOTH INTERIOR. PROVIDE

MINIMUM 1.5% SLOPE DIRECTIONAL TO

WATER DRAINAGE FLOW.

PROVIDE 2A AGGREGATE COMPACTED

BACKFILL AROUND NEW CULVERT PIPE.

6" THICK LAYER OF 3A MODIFIED BASE

COURSE OVER PREPARED SUBGRADE.

4" THICK LAYER OF 2A COURSE AGGREGATE

DRIVING SURFACE COMPACTED.

6"

MIN.

1'-0"

MIN.

1'-0"

MIN.

6"

4"

1'-6"

MIN.

DRIVEWAY PROFILE & DETAILS

PENNSYLVANIA GAME COMMISSION

MERCER COUNTY

PGC-270-25-01PROJECT NO.

DATE:

SHEET NO.

SANDY CREEK TOWNSHIPSTATE GAME LANDS # 270

REVISIONS

NEW 40' x 100' CREW HEADQUARTERS BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

A-5C

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

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.

psP

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.

SLOPE 18" PER FT. MIN.

SL

OP

E 1 8"

PE

R

FT

. M

IN

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" 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.TO WELL

Shower

Toilet

Sink

Sink

Wash er

SHOP

AREA

OFFIC

E

Tank Pressure

Water Heater

3/4" Ø

3/4" Ø

3/4" Ø

3/4" Ø

SHUT-OFF VALVE

HOSE BIBB (FROST

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

RV

Urina l

3/4" Ø 3/4" Ø

SHUT-OFF VALVE

HOSE BIBB

(FROST PROOF)

(SURFACE MOUNTED IN HEATED BAY)

3/4" Ø

NEW CREW BUILDING - PLUMBING PLAN

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

NORTH

TRUE

NORTH

NEW CREW BUILDING - PLUMBING PLAN

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

NO

RT

H

PROJECT

NORTH

TRUE

NORTH

Refri

g. (

Wate r

Dispe nse r/Ice

Make r)

EXTERIOR C.O.

LOCATION.

4" Ø SCHEDULE 40 PVC SLOPE 14" PER

FT. EXTEND TO NEW SEPTIC TANK

LOCATION APPROXIMATELY ± 45'

EXTEND TO NEW

WELL LOCATION

APPROXIMATELY ± 75'

SLEEVE FOR NEW

WATER SUPPLY.

(BY G.C.)

HOSE BIBB WITH

ISOLATOIN VALVE.

4" Ø SCHEDULE 40 PVC DRAIN LEADER.

EXTEND APPROXIMATELY 30'-0" FROM EDGE

OF BUILDING TO DAYLIGHT AND DISCHARGE.

COMPLETED WITH RODENT SCREEN.

POLYCAST PREFABRICATED MODULAR

PRE-SLOPED TRENCH DRAIN SYSTEM WITH

FRAME AND DIN E LOAD RATING GRATES.

SEE SPECIFICATIONS AND DETAILS.

POLYCAST PREFABRICATED MODULAR

PRE-SLOPED TRENCH DRAIN SYSTEM WITH

FRAME AND DIN E LOAD RATING GRATES.

SEE SPECIFICATIONS AND DETAILS.

HOSE BIBB WITH

ISOLATION VALVE.

PLUMBING FLOOR PLAN, ELEVATIONS, & DETAILS

PENNSYLVANIA GAME COMMISSION

MERCER COUNTY

PGC-270-25-01PROJECT NO.

DATE:

SHEET NO.

SANDY CREEK TOWNSHIPSTATE GAME LANDS # 270

REVISIONS

NEW 40' x 100' CREW HEADQUARTERS BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

P-1C

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

PRODUCT

AutoCAD SHX Text

TRADENAME

AutoCAD SHX Text

MODELNUMBER

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

PRODUCT

AutoCAD SHX Text

TRADENAME

AutoCAD SHX Text

MODELNUMBER

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

PRODUCT

AutoCAD SHX Text

TRADENAME

AutoCAD SHX Text

MODELNUMBER

AutoCAD SHX Text

MATERIAL

AutoCAD SHX Text

PRODUCT

AutoCAD SHX Text

TRADENAME

AutoCAD SHX Text

MODELNUMBER

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

OFFICE/BREAK

SHOP AREA

EQUIPMENT STORAGE

MECHANICAL

BATH

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

NO

RT

H

PROJECT

NORTH

TRUE

NORTH

NEW CREW BUILDING - MECHANICAL PLAN

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

NO

RT

H

PROJECT

NORTH

TRUE

NORTH

14x30

6" x2

5"

CFM

CFM

6"

CFM

6"

CFM

6"

CFM

x1

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

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 BOSCH HEAT PUMP BOVA-60RXB-M15S IDS LIGHT 5 TON, R-454B OUTSIDE CONDENSAR UNIT, W/ BIVA-48RCB-M20X IDS PREMIUM 4 TON, R-454B AND EHK-15B-15kW MINIMUM BACKUP STAGED ELECTRIC HEAT STRIP. UNITS TO ACHIEVE A MINIMUM 17 SEER AND 8.0 HSPF (OR SUBSTANTIALLY

EQUIVALENT).

LP GAS PIPING NOTES: THE MECHANICAL CONTRACTOR SHALL FURNISH AND INSTALL NEW RIGID LP 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

HEAT

PUMP

RESEARCH

10" R/A

10x10

OFFICE/BREAK

6"

MECH.

5"

BATH

(3)-6" TO

OFFICE

10X2410X24

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

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.

4" Ø

2" Ø

TRUSS

2"X4"

CEILING

FRAMING

OPPOSITE SIDE

4X14 (4)

DROP CEILING LINE @

8'-0" A.F.F.

MECHANICAL ROOM

WALL BEYOND.

RETURN AIR GRILL W/

FILTER RACK

PLENUM BOX

W/FILTER

4X14 (4)

NEW REZNOR UDAP75 LP GAS UNIT, OR APPROVED

EQUAL, SUSPENDED FROM THE CEILING W/DIRECT

VENT DISCHARGED AT SIDE WALL.

NOTE:

LOCATE AIR SUPPLY REGISTER IN

BATHROOM BELOW DUCT,

COORDINATE WITH CEILING LIGHT

FIXTURE & EXHAUST FAN LOCATIONS.

SEE REFLECTED CEILING LAYOUT.

THERMOSTAT UNIT

FROM MANUFACTURER THERMOSTAT UNIT

FROM MANUFACTURER

14"X30" R/A GRILL IN WALL.

PROVIDE FILTER RACK

BEHIND REGISTER & AT

UNIT RETURN.

NEW REZNOR UPAP75 LP 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.)

LP GAS LINE EXTENDED THRU EXTERIOR WALL.

GAS COMPANY TO EXTEND LINE TO TANK AND

INSTALL REGULATOR AS REQUIRED.

MECHANICAL FLOOR PLAN & DETAILS

PENNSYLVANIA GAME COMMISSION

MERCER COUNTY

PGC-270-25-01PROJECT NO.

DATE:

SHEET NO.

SANDY CREEK TOWNSHIPSTATE GAME LANDS # 270

REVISIONS

NEW 40' x 100' CREW HEADQUARTERS BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

M-1C

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

WASHER

N.I.C.

DRYER

N.I.C.

HVAC UNIT

MECHANICAL

REF.

N.I.C.

ps

HWH

9,11

2'-0"

200 AMP

ELEC. PANEL

wr-gfi

F

G

Soc S

C S

GFI

ABOVE

GFIGFI

A

A

A

S3oc

D

S E

S3oc

S 3

GFI

wr-gfi

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

(door open)

BBB

BBB

BB

BB

BB B

S4

1,3 wr-gfi

S3 S

D

E

C

S

GFI

GFI

13,15 10,12

GFI

GFI

GFI

OUTSIDE

UNIT

17,19 37,39

40 35

GFI220

GFI

14,16

GFI

A

Soc

GFI ABOVE

wr-gfi

2,4

36,38

E

DS 4

S 3 S 3

6,8 wr-gfi

200 AMP FUSED

DISCONNECT

200 AMP FUSED

DISCONNECT

wr-gfi

GFI

wr-gfi

D

D D

GFI

GFI

G G

G

G G G

FLOOR PLAN - ELECTRICAL

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

NO

RT

H

PROJECT

NORTH

TRUE

NORTH

OFFICE/BREAK

SHOP AREA

EQUIPMENT STORAGE

MECHANICAL

BATH

5,7 220

1,3

GFI

5,7-Match receptacle to welder

U.G. 400 AMP ELECTRICAL

SERVICE FROM NEW POLE

MOUNTED TRANSFORMER.

LD

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

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

RECEPTACLE & SWITCH MOUNTING HEIGHTSLIGHTING FIXTURE SCHEDULE

1.

2.

3.

4.

5.

WASHER 36"

DRYER 36"

OFFICE RECEPTACLES AND TELEPHONE 18"

ALL SWITCHES AND OTHER RECEPTACLES 48"

1 2' X 2' LED PANEL SIMKAR LDP2240L40U1

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

6.

7.

8.

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

6,8

9,11

10,12

13,15 2 302 14,16

2 50

Size Conduit

Verify w/ M.C. Verify2 60

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

2 40

220 VOLT OUTLET (DRONE) 3 - #6 1-1/4"

HVAC OUTSIDE UNIT 3 - #8 1"

HVAC INSIDE AIR HANDER UNIT HEAT STRIP

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)

220 VOLT OUTLET (AIR COMPRESSOR)

3 - #6 1-1/4" 3 - #10 3/4"2 30

2 50

2,4-Match receptacle to drone

9.

HVAC INSIDE AIR HANDER UNIT

302 WATER HEATER 3/4"3 - #10

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"

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

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

HOME RUN/CIRCUIT #

DUPLEX OUTLET

ELECTRICAL WIRING SYMBOLS

GFI RECEPTACLE

P

PS

J

SWITCH

PRESSURE SWITCH

PHOTO CELL

S S

EXIT LIGHTING W/BATTERIES

SWITCH, 4 WAY4S

30 AMP, 220 VOLT OUTLET

30 AMP, 220 VOLT OUTLET (DRYER)

SWITCH, OCCUPANCY SENSORocS

GFI

(VERIFY TYPE & LOCATION WITH PGC)220

GFI-WATER RESISTANT-RECEPTACLE

wr-gfi

GARAGE DOOR OPENERG

SHOP AREA RECEPTACLES W/GFI PROTECTION

SHOP AREA RECEPTACLES W/GFI PROTECTION

SHOP ROOM GENERAL LIGHTING

5,7-Match receptacle to welder

41 FUTURE GAS/DIESEL FUEL PUMPS 3 - #12 3/4"201

42 FUTURE FUEL STORAGE TANK LEAK DETECTION 3 - #12 3/4"201 LD FUEL STORAGE TANK LEAK DETECTION UNIT (FUTURE) e d c b a

F

G

UNDERGROUND SERVICE/POWER RISER DIAGRAM DETAIL

NO SCALE

200AS 200AF

NEMA-3R

DISCONNECT

400 AM

METER

SOCKET

200AS 200AF

NEMA-3R

DISCONNECT

2 12" CONDUIT

SCHEDULE 80

ELBOX 2 12" PVC SCHEDULE

80, ELECTRICAL GRADE.

(1) 4/0 AWG ALUMINUM SERVICE FEED

FROM DISCONNECT TO NEW STORAGE

BUILDING.

CONDUIT STRAP

PER NEC

4" CONDUIT

SCHEDULE 80

SLIP JOINT CONDUIT

#4 SOLID WIRE

GROUND ROD & WIRE

PER POWER COMPANY

AND NEC 250

ELBOW 4" PVC SCHEDULE

80, ELECTRICAL GRADE

500 kcmil SERVICE

FEED FROM UTILITY

POLE

DETECTABLE RED

(ELECTRICAL) WARNING

RIBBON/TAPE 12" ABOVE

SERVICE LATERAL PER NEC

300.5(D) 3

5'-0"

3'-0"

MINIMUM

12"

6"

ELECTRICAL FLOOR PLAN, SCHEDULES, & DETAILS

PENNSYLVANIA GAME COMMISSION

MERCER COUNTY

PGC-270-25-01PROJECT NO.

DATE:

SHEET NO.

SANDY CREEK TOWNSHIPSTATE GAME LANDS # 270

REVISIONS

NEW 40' x 100' CREW HEADQUARTERS BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

E-1C

AutoCAD SHX Text

ZACHARY M WHITENIGHT

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PE095005

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ENGINEER

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PROFESSIONAL

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REGISTERED

STANDARD CONSTRUCTION DETAIL #4-1

COMPOST FILTER SOCK

MAINTENANCE OF E&S CONTROL DEVICES

TOPSOIL / DEBRIS STOCKPILE

COMPOST SOCK WASHOUT DETAIL

EROSION & SEDIMENT CONTROL DETAILS

PENNSYLVANIA GAME COMMISSION

MERCER COUNTY

PGC-270-25-01PROJECT NO.

DATE:

SHEET NO.

SANDY CREEK TOWNSHIPSTATE GAME LANDS # 270

REVISIONS

NEW 40' x 100' CREW HEADQUARTERS BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

ES-1C

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED