SGL 164-23-02 Storage Building 40'x60' 2-20-2025.pdf

e e e e e e e

SITE PLAN

SCALE: 1" = 20'-0"

EXISTING

STRUCTURE

SB# 808

APPROXIMATE LOCATION

OF EXISTING WELL.

EXISTING UTILITY POLE, BY CENTRAL

ELECTRIC COOPERATIVE WITH

OVERHEAD ELECTRICAL SERVICE

LINES. POLE No. 34738.

EXISTING GAME COMMISSION

ACCESS ROAD

12121211

'-0

'-0

PROPOSED NEW

STORAGE BUILDING

2,400 S.F.

F.F. ELEV. -1214.33'

EXISTING STONE

PAD WITH TAPERED

ENDS

e e e e e e e e e

NEW UNDERGROUND (U.G.) ELECTRIC

SERVICE IN 3" Ø SCHEDULE 80

CONDUIT FROM POLE NO. 34738.

PROVIDE AND INSTALL CONDUIT

AND SWEEPS. (APPROX. 135')

NEW UNDERGROUND (U.G) ELECTRIC

SUB-PANEL FEED IN 3" Ø SCHEDULE

80 CONDUIT. PROVIDE AND INSTALL

CONDUIT AND SWEEPS. (APPROX. 70')

EXISTING ABOVE GROUND

ELECTRIC SERVICE TO BE

REMOVED FROM SERVICE.

PENNSYLVANIA GAME COMMISSION

PROJECT NO. PGC-164-25-01

STATE GAME LANDS #164

NEW 40' x 60' STORAGE BUILDING

FENELTON, BUTLER COUNTY, PENNSYLVANIA

CONTRACT NO. 1: GENERAL CONSTRUCTION

CONTRACT NO. 2: 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.

PENNSYLVANIA GAME COMMISSION

BUTLER COUNTY

PGC-164-24-01PROJECT NO.

DATE:

SHEET NO.

CLEARFIELD TOWNSHIPSTATE GAME LANDS # 164

REVISIONS

NEW 40' x 60' STORAGE BUILDING

DRAWN BY:

2/20/2025

Z. WHITENIGHT

COVER SHEET & BUILDING SITE PLAN

= GEO N40.885091, -79.780158°W

PROJECT LOCATION PLAN

NOT TO SCALE

PROJECT LOCATION

STATE GAME LAND No. 164

PROJECT MAP

NOT TO SCALE

PROJECT LOCATION

STATE GAME LAND No. 164

420 GAME RESERVE ROAD

FENELTON, PA 16034

CLEARFIELD TOWNSHIP, BUTLER COUNTY

CS-1 COVER SHEET & BUILDING SITE PLAN

A-1 BUILDING FLOOR PLAN & ELEVATIONS

A-2 WALL SECTION & DETAILS

A-3 SECTIONS, DETAILS & DOOR SCHEDULE

E-1 ELECTRICAL FLOOR PLAN, SCHEDULES & DETAILS

DRAWING INDEX

CS-1

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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

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NO.

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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

601602603604605604603602601

FLOOR PLAN

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

NO

RT

H

PROJECT

NORTH

TRUE

NORTH

'-9

OU

T

TO

O

UT

P

OS

TS

7' -1

2"

8' -0

8'

-0

8' -0

7'

-1

2"

59'-9"

OUT TO OUT POSTS

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

7' -1

2"

8' -0

8'

-0

8' -0

7'

-1

2"

8'-2" 13'-15 8" 13'-15

8" 17'-15 8" 8'-2"

3'-412"

R.O.

3' -41

2"

R.

O.

5' -0

5'

-0

5'-0"

'-0

12'-0"

ROUGH OPENING

12'-0"

ROUGH OPENING

16'-0"

ROUGH OPENING

C C D

A-2

A-2

SLOPE

SLOPE

SLOPE

SL

OP

E

SLOPE

SLOPE

SL

OP

E

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

POLYSTYRENE INSULATION TYPICAL

SROUND ENTIRE PERIMETER OF

BUILDING.

SL

OP

E 1 4"

: 1 2"

M

IN

SL

OP

E 1 4"

: 1 2"

M

IN

SL

OP

E 1 4"

: 1 2"

M

IN

SLOPE

4" : 12" MIN.

A

B

EQUIPMENT STORAGE

AGRICULTURAL EQUIPMENT/IMPLEMENTS, SEEDS

(INSULATED BUT NOT HEATED)

NOTE:

DIMENSIONS ARE TO ROUGH FRAMING

24" Ø FOUNDATION WITH POURED FOOTING

OR 6" THICK X 20" Ø PRECAST CONCRETE

POST PAD. TYPICAL FOR DOUBLE POST PAD

LOCATIONS.

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

DIAGONAL BRACE

1 EACH SIDE @ OPPOSITE

ANGLES TYPICAL

DIAGONAL BRACE

1 EACH SIDE @ OPPOSITE

ANGLES TYPICAL

DIAGONAL BRACE

1 EACH SIDE @ OPPOSITE

ANGLES TYPICAL

6" Ø X 36" H STEEL PAINTED BOLLARD, WITH

SLOPED BASE. TYPICAL

4" SCHEDULE 40 PVC DRAIN LEADER. EXTEND

APPROXIMATELY 30'-0" TO DAYLIGHT AND

DISCHARGE . COMPLETE WITH RODENT SCREEN.

ALIGN CONCRETE PAD

WITH FINISHED FLOOR

ELEVATION.

ALIGN CONCRETE PAD

WITH FINISHED FLOOR

ELEVATION.

18" Ø FOUNDATION WITH POURED

FOOTING OR 6" THICK X 16" Ø

PRECAST CONCRETE POST PAD.

TYPICAL FOR SINGLE POST PAD

LOCATIONS.

18" Ø FOUNDATION WITH POURED

FOOTING OR 6" THICK X 16" Ø

PRECAST CONCRETE POST PAD.

TYPICAL FOR SINGLE POST PAD

LOCATIONS.

POLYCAST PREFABRICATED MODULAR

PRE-SLOPED TRENCH DRAIN SYSTEM.

SEE SPECIFICATIONS AND DETAIL.

SAW CUT CONTROL JOINTS

(TYPICAL).

SAW CUT CONTROL JOINTS

(TYPICAL).

ISOLATION JOINT TYPICAL

AROUND TRENCH DRAIN. SEE

DETAILS SHEET A-3.

ISOLATION JOINT TYPICAL

AROUND TRENCH DRAIN. SEE

DETAILS SHEET A-3.

EXTEND NEW DOWNSPOUT INTO BOOT

AND 6" PVC SCHEDULE 40 RAINWATER

LEADER. EXTEND TO DAYLIGHT AND

DISCHARGE COMPLETE WITH RODENT

SCREEN.

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OP

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TO

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EX

IS

TIN

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E

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TO

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AT

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IS

TIN

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AD

E

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TIN

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AD

E

F.E.

F.E.

ROOF OVERHANG

BUILDING CODE SUMMARY

Code: International Building Code, 2018 edition

Scope:Construction of a new storage building on State Game Lands No. 164 in Fenelton, Butler 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: 2,400s.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” = 2,400 / 1,500 = 1.60 ~ 2 (Table 906.3(1)) Fire extinguisher shall be provided at each of the two building exits.

Occupant Load: Storage, Occupancy Factor = 300 gross

2,400 S.F./300 = 8 = 8 persons Egress Width: 8 x 0.2 inches = 1.6 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 airconditioned.

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

PENNSYLVANIA GAME COMMISSION

BUTLER COUNTY

PGC-164-24-01PROJECT NO.

DATE:

SHEET NO.

CLEARFIELD TOWNSHIPSTATE GAME LANDS # 164

REVISIONS

NEW 40' x 60' STORAGE BUILDING

DRAWN BY:

2/20/2025

Z. WHITENIGHT

BUILDING FLOOR PLAN

A-1

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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

NO.

DOOR SCHEDULE

RemarksMark WType H T

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

TYPE 1

Hand Qty

RHR

C 12'-0'' 12'-0'' 2

1 1

SEE SPECIFICATIONSO.H.

" M A X.

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

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) 516" X 4" GRK RSS SCREWS

OR

(2) 4" STRONG DRIVE SDWS TIMBERSCREWS

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

(4) 516" X 4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS TIMBER SCREWS

(4) 516" X 4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS

TIMBER SCREWS

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

(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.

SCALE: 1" = 1'-0"

16'-0" GARAGE DOOR FRAMING DETAIL

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).

LEFT ELEVATION

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

green tan

FRONT ELEVATION

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

green 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)

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 green

CONNECT DOWNSPOUT INTO

RAINWATER BOOT & LEADER

REAR ELEVATION

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

RIGHT ELEVATION

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

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).

green tan green green tan

SLOPE

4"

MIN.

4"

MIN.

4" M

IN

ISOLATION JOINT WITH 12"

EXPANSION JOINT MATERIAL.

SLOPE 6" (PENNDOT CLASS AA 3500) CONCRETE

SLAB WITH FIBER REINFORCEMENT OVER 10

MIL. POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. AASHTO #57 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).

TYPICAL SECTION

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

'-9

M

AX

. F

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ES

1' -1

0" 2'

-0

2' -0

2'

-0

2' -0

2'

-0

1' -1

1"

122'-0"

OVERHANG TYPICAL

FOR EAVES

FRAME STRUCTURE DESIGNED

FOR 25LBS/SF WIND LOAD.

CORNER BRACE 3-PLY LAMINATED

2"x6"x16'-0" (TYPICAL).

POST 3-PLY LAMINATED

2"x6"x18'-0" (TYPICAL).

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"x6"x21'-0".

POST 3-PLY LAMINATED

2"x6"x24'-0".

OVERHEAD GARAGE DOOR AND

TRACK ASSEMBLY MOUNTED TO 2" X

FRAMING AS REQUIRED.

6" Ø SCHEDULE 40 STEEL PIPE

BOLLARD WITH CONCRETE FILL.

7"

3-PLY LAMINATED POSTS 512"

TYP.

SL

OP

E 11 2"

1' -3

1' -3

SL

OP

E 1 4" : 1

2" M

IN

IM

UM

OVERHEAD GARAGE DOOR AND

TRACK ASSEMBLY MOUNTED TO 2" X

FRAMING AS REQUIRED.

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.

PROVIDE 12" EXP. JOINT MATERIAL BETWEEN

SLAB AND APRON. PIN TOGETHER WITH (3) #6

REBARS 12" LONG EQUAL. SPACED.( TYPICAL

AT ENTRY DOOR LOCATIONS)

INSULATED ENTRY DOOR WITH

HOLLOW METAL FRAME, ALUMINUM

THRESHOLD AND BRUSH SEAL.

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

DETAIL AT ENTRY DOOR

512"

TYP.

SL

OP

E 11 2"

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

DETAIL AT BOLLARD

PENNSYLVANIA GAME COMMISSION

BUTLER COUNTY

PGC-164-24-01PROJECT NO.

DATE:

SHEET NO.

CLEARFIELD TOWNSHIPSTATE GAME LANDS # 164

REVISIONS

NEW 40' x 60' STORAGE BUILDING

DRAWN BY:

2/20/2025

Z. WHITENIGHT

BUILDING ELEVATIONS SECTION DETAILS & DOOR SCHEDULE

A-2

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

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.

DETAIL @ CONCRETE SIDEWALK

SCALE: 1" = 1'-0"

6" 2"

6"

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. 2A MODIFIED BASE.

COMPACTED GRAVEL

PARKING AREA.

2' -0

1'

-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.

EL

EV

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.3

3'

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AB

H

EI

GH

T

4' -0

BE

LO

W B

OT

TO

M O

F

SP

LA

SH

BO

AR

D/

SL

AB

6"

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

EL

EV

AT

IO

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.0

8'

TR

US

S

HE

IG

HT

'-9

" STORAGE AREA

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

HURRICANE TIE-DOWN ANCHORS H25A.

SEEMLESS ALUM. GUTTER

OVER METAL CLAD 2"x6"

FASCIA BOARD. (GREEN)

(4) 516" X 4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS TIMBER SCREWS

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"

6"

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. 2A MODIFIED BASE.

SLOPE 14" :12" MIN.

COMPACTED GRAVEL

PARKING AREA.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 10 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. AASHTO #57 SUB BASE.

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.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 10 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. AASHTO #57 SUB BASE.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 10 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. AASHTO #57 SUB BASE.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 10 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. AASHTO #57 SUB BASE.

SLOPE 14" :12" MIN.

SLOPE 14" :12" MIN.

PENNSYLVANIA GAME COMMISSION

BUTLER COUNTY

PGC-164-24-01PROJECT NO.

DATE:

SHEET NO.

CLEARFIELD TOWNSHIPSTATE GAME LANDS # 164

REVISIONS

NEW 40' x 60' STORAGE BUILDING

DRAWN BY:

2/20/2025

Z. WHITENIGHT

SECTIONS & DETAILS

A-3

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED

(door open) (door open) (door open) c c c c c c b b a a

S S 3

S3S

1,3

2,4 6,8

220 220

GFI

GFI

GFI

GFI

GFI

WR-GFI

WR-GFI

NEW STORAGE BUILDING FLOOR PLAN - ELECTRICAL PLAN

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

NO

RT

H

PROJECT

NORTH

TRUE

NORTH

U.G. 200 AMP ELECTRICAL

UNDERGROUND SERVICE

FROM UTILITY POLE.

200 AMP

ELEC. PANEL

5,7

U.G. 100 AMP ELECTRICAL

SUB-PANEL FEED TO EXISTING

BUILDING.

b

200 AMP Main Breaker PanelCIRCUIT NO. POLES AMPS

CIRCUIT BREAKERS

No./Size Wiring

LOAD CENTER - 200A

VOLTAGE: 240/120V

Size Conduit

100 4 - #1/0 2-1/2"

1 20 1 20

LIGHTING FIXTUREMARK MODEL

QTY

2 LITHONIA ECRLEDHO M6 w/ELA LED WP M12

LITHONIA TWS LED P1 5OK MVOLT PE DDB M4

c b a

LITHONIA CPHB AL022 or LITHONIA CPHB AL013 15000 LUMENS

LIGHTING FIXTURE SCHEDULE NOTES:

SERVICE FEEDER SIZE: 4-#250 kcmil

100A SUP-PANEL

LIGHTING FIXTURE SCHEDULE

1 20

3 - #12 3/4" 3 - #12 3/4" 3 - #12 3/4"

50 4 - #6 1-1/4"2 220 VOLT WELDING OUTLET

1 20 3/4"3 - #12

ALL EXPOSED WIRING IN MIN. 34"Ø CONDUIT.

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

EXIT $ EMERGENCY COMBO LIGHT W/ BATTERIES $ REMOTE HEAD.

SECURITY PHOTOCELL, WALL MOUNT/OUTSIDE UNIT 18 WATT LED

15.25" X 22" 4 LAMP LED HIGH BAY

1 20 3/4"3 - #12

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

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 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.

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.

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

1.

2.

3.

4.

5.

6.

STORAGE RECEPTACLES, NORTH SIDE

STORAGE LIGHTING

SERVICE PANEL RECEPTACLES

DOOR LIFT RECEPTACLES

STORAGE RECEPTACLES, WEST SIDE

STORAGE RECEPTACLES, SOUTH SIDE

STORAGE RECEPTACLES, EAST SIDE

SPARE SPACES16-42

30 3 - #10 1-1/4"2 220 VOLT OUTLET

50 4 - #6 1-1/4"2 220 VOLT WELDING OUTLET

1 20 3 - #12 3/4" 15 1 20 3 - #12 3/4"

3' -0

M

IN

IM

UM

6"

SERVICE DETAIL

NO SCALE

ELBOW 3" PVC SCHEDULE 80,

ELECTRICAL GRADE.

DETECTABLE RED (ELECTRICAL)

WARNING RIBBON/TAPE 12"

ABOVE SERVICE LATERAL PER

NEC 300.5(D) 3.

5' -0

3" CONDUIT

SCHEDULE 80

METER

SOCKET.

CONDUIT STRAP PER NEC.

SLIP JOINT CONDUIT.

#4 SOLID WIRE.

GROUND ROD $ WIRE PER

POWER COMPANY AND NEC 250.

3' -0

M

IN

IM

UM

/-4

6" 6"

4" 4"

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 COMPACTED

AGGREGATE.

AASHTO#10 CONDUIT BEDDING. (PROVIDE 12"

MINIMUM SEPERATION BETWEEN ELECTRIC AND

GAS LINES)

ONE (1) - NEW 3" Ø SCHEDULE 80

CONDUIT TO NEW SERVICE PANEL FROM

EXISTING FIRSTENERGY (WEST PEN POWER)

PAD MOUNTED TRANSFORMER.

UNDISTURBED EARTH (TYP.)

3' -0

M

IN

IM

UM

6"

SERVICE DETAIL

NO SCALE

ELBOW 2-1/2" PVC SCHEDULE

80, ELECTRICAL GRADE.

DETECTABLE RED (ELECTRICAL)

WARNING RIBBON/TAPE 12"

ABOVE SERVICE LATERAL PER

NEC 300.5(D) 3.

2-1/2" CONDUIT

SCHEDULE 80

CONDUIT STRAP PER NEC.

SLIP JOINT CONDUIT.

PENNSYLVANIA GAME COMMISSION

BUTLER COUNTY

PGC-164-24-01PROJECT NO.

DATE:

SHEET NO.

CLEARFIELD TOWNSHIPSTATE GAME LANDS # 164

REVISIONS

NEW 40' x 60' STORAGE BUILDING

DRAWN BY:

2/20/2025

Z. WHITENIGHT

ELETRICAL DETAILS & SCHEDULE

E-1

AutoCAD SHX Text

ZACHARY M WHITENIGHT

AutoCAD SHX Text

PE095005

AutoCAD SHX Text

ENGINEER

AutoCAD SHX Text

PROFESSIONAL

AutoCAD SHX Text

REGISTERED