270-25-01 Storage Building Drawings.pdf

PENNSYLVANIA GAME COMMISSION

PROJECT NO. PGC-270-25-01

STATE GAME LANDS #270

NEW 50' X 80' STORAGE 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

DRAWING INDEX

CS-1 COVER SHEET

SP-1S BUILDING SITE PLAN

A-1S BUILDING FLOOR PLAN

A-2S SECTIONS, DETAILS & DOOR SCHEDULE

A-3S WALL SECTIONS & DETAILS

E-1S ELECTRICAL FLOOR PLAN, SCHEDULES & DETAILS

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.

BUILDING CODE SUMMARY

Code: International Building Code, 2018 edition

Scope:Construction of a new storage building on State Game Lands No. 270 in Sandy Creek Township, Mercer County. The new storage building will house vehicles, excavation equipment, implements and tools necessary for maintaining state game land grounds and roadways.

Summary:

Use & Occupancy Group: 3.11.2 S-1, Building used for Moderate hazard Storage Construction Type: VB (Table 601) New Building Area: 4,000s.f.

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

Fire Extinguishers: Units of “A” = 4,000 / 1,500 = 2.67 ~ 3 (Table

906.3(1)) Fire extinguishers shall be provided at each of the two building exits and one located along the back wall in the middle.

Occupant Load: Storage, Occupancy Factor = 300 gross 4,000 S.F./300 = 13.33 = 14 persons

Egress Width: 14 x 0.2 inches = 2.8 inches min. (1005.3.2).

Means Of Egress: 2 Exits provided = 72 inches; 1 required (1007.1,1 Table

1015.1).

Accessibility: Not required, per building use and occupancy requesting exemption/variance from PA L&I, A.A.B.

Energy Efficiency: Building/structure will not be heated or air conditioned.

Low-Energy Building. (IECC)(C402.1.1)

= 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 50' x 80' STORAGE BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

CS-1S

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STORAGE BUILDING 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 BUILDING4,000 S.F.F.F. ELEV. 100

PROPOSED NEWCREW 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-1S

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606 607 606 605 604 603 602 601601 602 603 604 605

79'-9"

OUT TO OUT POSTS

49'-9"

OUT TO OUT POSTS

4'-1012"

8'-0"

8'-0"

8'-0"

8'-0"

4'-1012"

7'-1012"7'-512"17'-15 8" 13'-15

8" 13'-15 8" 13'-15

8"

5'-0"

14'-0"

5'-0"

3'-412"

R.O.

3'-412"

R.O.

24" Ø FOUNDATION WITH POURED FOOTING

OR 6" THICK X 20" Ø PRECAST CONCRETE

POST PAD. TYPICAL FOR DOUBLE POST PAD

LOCATIONS.

A

B

18" Ø FOUNDATION WITH POURED

FOOTING OR 6" THICK X 16" Ø

PRECAST CONCRETE POST PAD.

TYPICAL FOR SINGLE POST PAD

LOCATIONS.

DIAGONAL BRACE

1 EACH SIDE @

OPPOSITE ANGLES

TYPICAL

SLOPE

SL

OP

E

SL

OP

E

SL

OP

E

SLOPE

SLOPE

SLOPE

SL

OP

ESLOPE

SL

OP

E

DIAGONAL BRACE

1 EACH SIDE @

OPPOSITE ANGLES

TYPICAL

18" Ø FOUNDATION WITH POURED

FOOTING OR 6" THINK X 16" Ø

PRECAST CONCRETE POST PAD.

TYPICAL FOR SINGLE POST PAD

LOCATIONS.

SAW CUT CONTROL

JOINTS (TYPICAL).

POLYCAST PREFABRICATED MODULAR

PRE-SLOPED TRENCH DRAIN SYSTEM.

SEE SPECIFICATIONS AND DETAIL.

ISOLATION JOINT TYPICAL

AROUND TRENCH DRAIN.

SEE DETAILS SHEET X-X.

4" SCHEDULE 40 PVC DRAIN LEADER. EXTEND

APPROXIMATELY 20'-0" TO DAYLIGHT AND

DISCHARGE. COMPLETE WITH RODENT SCREEN.

ISOLATION JOINT TYPICAL

AROUND TRENCH DRAIN.

SEE DETAILS SHEET X-X.

SAW CUT CONTROL

JOINTS (TYPICAL).

DIAGONAL BRACE

1 EACH SIDE @

OPPOSITE ANGLES

TYPICAL

18" Ø FOUNDATION WITH POURED

FOOTING OR 6" THICK X 16" Ø

PRECAST CONCRETE POST PAD.

TYPICAL FOR SINGLE POST PAD

LOCATIONS.

DIAGONAL BRACE

1 EACH SIDE @

OPPOSITE ANGLES

TYPICAL

ROOF OVERHANG

SL

OP

E 1 4":

" M

IN

SL

OP

E 1 4":

" M

IN

SL

OP

E 1 4":

" M

IN

SL

OP

E 1 4":

" M

IN

SL

OP

E 1 4":

" M

IN

ALIGN CONCRETE PAD

WITH FINISHED FLOOR

ELVEVATION.

EQUIPMENT STORAGE

AGRICULTURAL EQUIPMENT/IMPLEMENTS, SEEDS

(INSULATED BUT NOT HEATED)

NOTE:

DIMENSIONS ARE TO ROUGH

FRAMING

A-2

A-2

NORTH

PROJECT

NORTH

TRUE

NORTH

F.E.

F.E.

F.E.

8'-0"

12'-0"

ROUGH OPENING

12'-0"

ROUGH OPENING

12'-0"

ROUGH OPENING

16'-0"

ROUGH OPENING

CC CD

4'-1012"

8'-0"

8'-0"

8'-0"

8'-0"

8'-0"

4'-1012"

SL

OP

E

7'-1012"

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

NEW STORAGE BUIDLING FLOOR PLAN

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.

5'-0"

5'-0"

BUILDING FLOOR PLAN

PENNSYLVANIA GAME COMMISSION

MERCER COUNTY

PGC-270-25-01PROJECT NO.

DATE:

SHEET NO.

SANDY CREEK TOWNSHIPSTATE GAME LANDS # 270

REVISIONS

NEW 50' x 80' STORAGE BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

A-1S

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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

green tan green green tan

4'-0"

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

DOOR. (PAINTED WHITE)

RIDGE VENT/CAP

INTEGRAL WITH METAL

ROOFING. (GREEN)

RIBBED METAL ROOFING

SNOW RAIL (GREEN)

ALUMINUM GUTTER AND

DOWNSPOUT (GREE).

RIBBED METAL SIDING

PRE-FABRICATED

CONCRETE SPLASH

BLOCKS. (TYP.)

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

GARAGE DOOR, TYPICAL

(WHITE)

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

GARAGE DOOR. (WHITE)

6" Ø CONCRETE FILLED

STEEL PIPE BOLLARD.

(PAINTED YELLOW)

PRE-FABRICATED

CONCRETE SPLASH

BLOCKS. (TYP.)

6" Ø CONCRETE FILLED

STEEL PIPE BOLLARD.

(PAINTED YELLOW)

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

FRONT ELEVATION - STORAGE BUILDING

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

LEFT SECTION - STORAGE BUILDING

green tan green green tan

RIDGE VENT/CAP

INTEGRAL WITH METAL

ROOFING. (GREEN)

RIBBED METAL ROOFING

SNOW RAIL (GREEN)

ALUMINUM GUTTER AND

DOWNSPOUT (GREEN).

RIBBED METAL SIDING

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

RIGHT ELEVATION - STORAGE BUILDING

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

REAR SECTION - STORAGE BUILDING

PRE-FABRICATED

CONCRETE SPLASH

BLOCKS. (TYP.)

POST 3-PLY LAMINATED

2" 6" X 28'-0"

POST 3-PLY LAMINATED

2" X 6" X 26'-0"

POST 3-PLY LAMINATED

2" X 6" X 22'-0"

SPREAD WEB TRUSS DESIGN FOR

8" ENERGY HEEL. TRUSSES

DESIGNATED FOR 42.5LBS/S.F.

GROUND SNOW LOAD (SNOW

LOAD FACTOR .7) SPACED @ 4'-0"

O.C.

POST 3-PLY LAMINATED

2" X 6" X 18'-0" (TYPICAL)

CORNER BRACE 3-PLY

LAMINATED 2" X 6" X 16'-0"

(TYPICAL)

FRAME STRUCTURE

DESIGNED FOR 25LBS/SF

WIND LOAD1'

-1 0"

2' -0

2'

-0

2' -0

2'

-0

2' -0

1'

-1 1"

'-9

M

AX

. F

RO

M T

OP

O

F

SL

AB

TO

B

EA

RI

NG

H

EI

GH

T

FO

R

TR

US

SE

S.

2'-0"

OVERHANG TYPICAL

FOR EAVES

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

TYPICAL SECTION - STORAGE BUILDING

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. AASHTO #57 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.

4" M

IN

SCALE: 1" = 1'-0"

TRENCH DRAIN DETAIL

NOTE: PLUMBING CONTRACTOR

RESPONSIBLE FOR TRENCH DRAIN

MATERIAL, PINNING AND WET BED SET.

ALL OTHER CONCRETE WORK TO BY

GENERAL CONTRACTOR.

SL

OP

E 1 4" : 1

2" M

IN

IM

UM

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

DETAIL AT ENTRY DOOR

SL

OP

E 11 2"

6" Ø SCHEDULE 40 STEEL PIPE

BOLLARD WITH CONCRETE FILL.

OVERHEAD GARAGE DOOR AND

TRACK ASSEMBLY MOUNTED TO 2" X

FRAMING AS REQUIRED.

2"

TYP.

INSULATED ENTRY DOOR WITH

HOLLOW METAL FRAME, ALUMINUM

THRESHOLD AND BRUSH SEAL.

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)

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.

7"1'-3"

3-PLY LAMINATED POSTS

2" X 12" TRUSS SEAT (EACH

SIDE OF POST).

2" X 10" HEADER (EACH

SIDE OF POST).

2" X BLOCKING MATERIAL

BETWEEN MEMBERS.

SPACED 16" O.C.

4" X 16" LVL TRUSS SEAT

(EACH SIDE OF POST).

COLUMN TO BE NOTCED 14"

TO RECEIVE LVL TRUSS SEAT

2"X HEADER (EACH

SIDE OF POST).

(4) 516" X 4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS

TIMBER SCREWS

(2) 516" X 4" GRK RSS SCREWS

OR

(2) 4" STRONG DRIVE SDWS TIMBERSCREWS

3-PLY 2" X 6" LAMINATED POST

BLOCKING. (4) EQUAL SPACED

OVER GARAGE DOOR OPENING.

2" X BLOCKING OR SHEATHING AS

REQUIRED FOR GARAGE DOOR

FRAMING OPENING.

2" X 10" WOOD FRAMING

FOR MOUNTING SUPPORT.

2" X 4" HORIZONTAL GIRTS

BEYOND.

2" X 6 " VERTICAL WOOD FRAMING FOR

TRACK MOUNTING/SUPPORT.

3-PLY 2" X 6" LAMINATED POST.

(4) 516" X 4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS

TIMBER SCREWS

2" X BLOCKING OR SHEATHING AS

REQUIRED FOR GARAGE DOOR

FRAMING OPENING.2" X 10" WOOD FRAMING

FOR MOUNTING SUPPORT.

2" X 4" HORIZONTAL GIRTS

BEYOND.

2" X 6" VERTICAL WOOD FRAMING FOR

TRACK MOUNTING/SUPPORT.

3-PLY 2" X 6" LAMINATED POST.

SCALE: 1" = 1'-0"

GARAGE DOOR FRAMING DETAIL

NOTES:

1. TYPICAL DETAIL FOR GARAGE DOOR

WIDTHS 16' WIDE.

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.

SCALE: 1" = 1'-0"

4'-0"

TYPICAL 2" X 4" BRACING AS REQUIRED AND RECOMMENDED BY

TRUSS SUPPLIER/MANUFACTURER.

2" X 6" TOP PURLIN

2" X 4" RAKE BOARD

2" X 4" PURLINS @

24" O.C.

2" X 6" BOTTOM PURLIN

2" X 6" FASCIA BOARD

PRE-ENGINEERED

ROOF TRUSS

(4) 516" X 4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS TIMBER SCREWS

2" X 4" HORIZONTAL GIRTS

3-PLY 2" X 6" LAMINATED POST

PRE-ENGINEERED GABLE END ROOF

TRUSS. PROVIDE ADDITIONAL NAILERS

AS REQUIRED.

2" X 6" TIE-BLOCKING AT EACH

TRUSS OR HURRICANE TIE-DOWN

ANCHOR H25A

2" X 12" HEADER/TRUSS SEAT

(EACH SIDE OF POST)

3-PLY 2" X 6" LAMINATED

CORNER POST 1'-0"

OVERHANG

SCALE: 1" = 1'-0"

TYPICAL ROOF FRAMING/BRACING DETAIL

DOOR SCHEDULE

RemarksMark WType H T

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

TYPE 1

Hand Qty

RHR

C 12'-0'' 12'-0'' 3

1 1

SEE SPECIFICATIONSO.H.

" M

AX

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, PANIC BOLT, CLOSER

INSULATED SECTIONAL OVERHEAD DOOR

D 16'-0'' 12'-0'' 1SEE SPECIFICATIONSO.H. INSULATED SECTIONAL OVERHEAD DOOR

B 3'-0'' 7'-0'' 1-3/4'' LHR1 1 INSULATED CORE, PANIC BOLT, CLOSER

SECTIONS, DETAILS, & ELEVATIONS

PENNSYLVANIA GAME COMMISSION

MERCER COUNTY

PGC-270-25-01PROJECT NO.

DATE:

SHEET NO.

SANDY CREEK TOWNSHIPSTATE GAME LANDS # 270

REVISIONS

NEW 50' x 80' STORAGE BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

A-2S

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

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0.

SL

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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

EL

EV

AT

IO

N

3.

SL

AB

H

EI

GH

T

STORAGE AREA

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

A-2

SLOPE 14" :12" MIN.

SLOPE 14" :12" MIN.

SLOPE 14" :12" MIN.

6" 2"

0'-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" X 4" 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

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2" X 4" HORIZONTAL GIRTS

6" Ø SCHEDULE 40 STEEL PIPE BOLLARD

WITH CONCRETE FILL. (PAINTED, YELLOW)

SLOPE CONCRETE AROUND BASE OF

COLUMN AS REQUIRED FOR RUNOFF.

6" CLASS AA CONCRETE APRON

OVER 4" MIN. 2B SUB BASE.

COMPACTED GRAVEL

PARKING AREA.

CONCRETE BOLLARD

FOOTING BASE.

3-PLY 2" X 6" 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.

11 2"

2" 6"

0'-6"

11 2"

1 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" 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" X 4" 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" X 6" TOP RIDGE PURLIN

3-PLY 2" X 6" LAMINATED POST

24'-0" HIGH

2" X 4" 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" X 4" PURLINS SPACED @

24" O.C. (GREEN)

2" X 6" BOTTOM PURLIN

DRIP EDGE

SEEMLESS ALUM. GUTTER

OVER METAL CLAD 2" X 6"

FASCIA BOARD (GREEN)

ALUMINUM FULLY VENTED

SOFFIT (GREEN)

"J" CHANNEL TRIM PIECES

HURRICANE TIE-DOWN ANCHORS H25A

(4) 516" X 4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS TIMBER SCREWS

2" X 12" HEADER/TRUSS SEAT

(EACH SIDE OF POST)

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2" X 4" HORIZONTAL GIRTS (BEIGE/BROWN)

Z-FLASHING INSTALLED BETWEEN DIFFERENT

COLORED METAL SIDING (GREEN)

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2" X 4" HORIZONTAL GIRTS (GREEN)

2" X 8" 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"

0'-6"

0'-6"

4' -0

BE

LO

W

B

OT

TO

M

O F

SP

LA

SH

BO

AR

D/

SL

AB

0'-6"

4'-0"

13'-9"

6" 2"

SCALE: 1" = 1'-0"

GARAGE DOOR FRAMING DETAIL - STORAGE BUILDING

SCALE: 1" = 1'-0"

O.H. DOOR SILL AND JAMB DETAIL

SCALE: 1" = 1'-0"

BOLLARD DETAIL

SCALE: 1" = 1'-0"

DETAIL @ CONCRETE SIDEWALK

SCALE: 3" = 1'-0"

DETAIL AT POSTS

RIBBED METAL SIDING OVER PRODEX

INSULATION OVER 2" X 4" HORIZONTAL

GIRTS OR 2" X 8" PRESSURE TREATED

SPLASH BOARD.

2" EXPANSION JOINT

MATERIAL. TYPICAL

AROUND ENTIRE

PERIMETER AND POST(S)

3-PLY 2" X 6" LAMINATED POST

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 50' x 80' STORAGE BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

A-3S

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

NORTH

PROJECT

NORTH

TRUE

NORTH

cccc cccc a a

S

S b

S 3S b

2,4

5,7

1,3

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

NEW STORAGE BUILDING FLOOR PLAN - ELECTRIC PLAN

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

GENERAL ELECTRICAL NOTES:

1. 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.

2. 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.

3. 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.

4. 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 BRANCH CIRCUITS, LIGHTING CIRCUITS, RECEPTACLE CIRCUITS SINGLE PHASE MOTOR AND APPLIANCE BRANCH CIRCUITS, ARMORED AND METAL-CLAD CABLE RUNS AND AS REQUIRED BY

NFPA 70.

5. 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.

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

OF ANY SWITCHES.

7. RECEPTACLES AND SWITCH MOUNTING HEIGHTS - 48" A.F.F.

FIXTURE TYPE

SECURITY PHOTOCELL, WALL MOUNT/OUTSIDE UNIT 18 WATT LED

MARK MODEL

QTY

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

SERVICE FEEDER SIZE: 4-#250kcmil

220 VOLT OUTLET (AIR COMPRESSOR)

400 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

1 20

* Match receptacle to welder

LIGHTING FIXTURE SCHEDULE

PANEL SCHEDULE NOTES:

2 30

220 VOLT OUTLET (WELDER)2 50 3 - #6

Size Conduit

1-1/4"

3/4"

3/4"

3/4"

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)

GFI-WATER RESISTANT-RECEPTACLE

wr-gfi

DOOR LIFT RECEPTACLES

3 - #12 3/4"

14 3 - #12201 STORAGE SHED HEATER 3/4"

SPARE SPACES16-42

220 VOLT OUTLET (WELDER)2 50 3 - #6 1-1/4"*

3 - #10 3/4"

STORAGE LIGHTING 3 - #12

STORAGE RECEPTACLES, EAST SIDE 3 - #12

3/4"STORAGE RECEPTACLES, SOUTH SIDE 3 - #12

3/4"STORAGE RECEPTACLES, WEST SIDE 3 - #12

3/4"STORAGE RECEPTACLES, NORTH SIDE 3 - #12

LITHONIA TWS LED P1 50K MVOLT PE DDB M4

LITHONIA CPHB AL022 or LITHONIA CPHB AL013 15000 LUMENS15.25" X 22" 4 LAMP LED HIGH BAY

3 - #12HERBICIDE SHED 3/4"

15 3 - #12201 SERVICE PANEL RECEPTACLE 3/4"

RECEPTACLE & SWITCH MOUNTING HEIGHTS

MICROWAVE 66"

WASHER 36"

DRYER 36"

OFFICE RECEPTACLES AND TELEPHONE 18"

ALL SWITCHES AND OTHER RECEPTACLES 48"

UNDERGROUND POWER DIAGRAM DETAIL

NO SCALE

SCHEDULE 80

CONDUIT BODY

CONDUIT STRAP

PER NEC

2 12" CONDUIT

SCHEDULE 80

SLIP JOINT CONDUIT

#4 SOLID WIRE

GROUND ROD & WIRE

PER POWER COMPANY

AND NEC 250

ELBOW 2 12" PVC SCHEDULE

80, ELECTRICAL GRADE

4/0 ALUMINUM

SERVICE FEED

FROM CREW

HEADQUARTERS

BUILDING

DETECTABLE RED

(ELECTRICAL) WARNING

RIBBON/TAPE 12" ABOVE

SERVICE LATERAL PER NEC

300.5(D) 3

5'-0"

3'-0"

MINIMUM

12"

6"

TYPICAL ELECTRICAL TRENCH DETAIL

NO SCALE

EXISTING GRADE RESTORE EXISTING SURFACE

TO MATCH EXISTING

DETECTABLE RED (ELECTRICAL) WARNING

TAPE 12" ABOVE TOP OF NEW 3"Ø

ELECTRICAL CONDUIT

PENNDOT #2A COMPATED

AGGREGATE

AASHTO #10 CONDUIT BEDDING. (PROVIDE 12"

MINIMUM SEPARATION BETWEEN ELECTRIC AND

GAS LINES)

ONE (1) - NEW 2 12"" Ø SCHEDULE 80

CONDUIT TO NEW STORAGE BUILDING FROM

NEW 200 AMP DISCONNECT ON THE NEW

CREW HEADQUARTERS BUILDING

UNDISTURBED EARTH (TYP.)

4"4"

6" 6"

3' -0

M

IN

IM

UM

/-4

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 50' x 80' STORAGE BUILDING

DRAWN BY:

4/7/2026

Z. WHITENIGHT

E-1S

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED