SGL 311 50x100 Storage Building-Construction Set Drawings.pdf

PENNSYLVANIA GAME COMMISSION

PROJECT NO. PGC-311-22-01

STATE GAME LANDS #311

NEW 50' x 100' STORAGE BUILDING

BENEZETTE TOWNSHIP, ELK 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.

PROPOSED

NEW CREW HQ. BUILDING

5,000 S.F.

F.F. ELEV. -000.00'

EXISTING CREW

BUILDING

SITE PLAN

SCALE: 1" = 20'-0"

WINSLOW HILL ROAD

EXISTING WELL

LOCATION.

HEADQUARTERS ROAD

13'-0" x 16'-0" X 8" THK. CLASS AA POURED

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

OVER 6" MINIMUM 2-A MODIFIED SUB BASE. FOR

FUTURE INSTALLATION OF FUEL TANK BY PGC.

s s s s EXISTING

UNDERGROUND

SEPTIC TANK.

e e e e e

EXISTING UTILITY POLE, W.P.P.Co No. 183564, C73354 WITH POLE

MOUNTED TRANSFORMER ,

UNDERGROUND ELECTRIC AND PHONE

SERVICE IN CONDUIT.

EXISTING

PARKING AREA

EXISTING

PARKING AREA

90'-0"

A L I G N

EXISTING

STAGING/PARKING

AREA TO BE

EXTENDED.

5'-0" WIDE STONE

BUFFER AROUND

PERIMETER OF BUILDING.

100'-0"

0'

-0

EXISTING

STAGING/PARKING

AREA TO BE

EXTENDED.

e e e

41'-6"

7' -0

EXISTING ABOVE GROUND

FUEL TANK LOCATION. TO

BE REMOVED BY PGC.

NEW UNDERGROUND1 14" Ø SCHEDULE 40

CONDUIT FROM NEW BUILDING TO NEW SLAB

FOR FUTURE POWER FEED TO FUEL TANKS.

INCLUDE SWEEPS,CONNECTORS AND PULL

STRING. (APPROX 50').

NEW UNDERGROUND (U.G.) ELECTRIC SERVICE

IN 3" Ø SCHEDULE 80 CONDUIT FROM 25KVA

PADMOUNT TRANSFORMER TO NEW 200 AMP

SERVICE METER & PANEL AT NEW CREW

HDQTRS BUILDING. (APPROX. 140')

NEW 25KVA PADMOUNT TRANSFORMER

PROVIDED BY FIRSTENERGY (WEST PENN

POWER). ELECTRICAL CONTRACTOR

RESPONSIBLE FOR PICKING UP TRANSFORMER

AND INSTALLATION.

e e e e e e e e e e e e e e e e e e

NEW UNDERGROUND (U.G.) ELECTRIC SERVICE

IN 3" Ø SCHEDULE 80 CONDUIT FROM SINGLE

PH PRIMARY JUNCTION BOX TO 25KVA

PADMOUNT TRANSFORMER. PROVIDE AND

INSTALL CONDUIT, SWEEPS AND PULL STRING.

SERVICE WIRE BY FIRSTENERGY (WEST PENN

POWER) (APPROX. 180')

NEW SINGLE PH PRIMARY JUNCTION BOX

PROVIDED BY FIRSTENERGY (WEST PENN

POWER). ELECTRICAL CONTRACTOR

RESPONSIBLE FOR PICKING UP JUNCTION BOX

AND INSTALLATION.

NEW UNDERGROUND (U.G.) ELECTRIC

SERVICE IN 3" Ø SCHEDULE 80 CONDUIT

FROM POLE EXISTING UTILITY POLE TO SINGLE

PH PRIMARY JUNCTION BOX. PROVIDE AND

INSTALL CONDUIT, SWEEPS AND PULL STRING.

SERVICE WIRE BY FIRSTENERGY (WEST PENN

POWER) (APPROX. 145')

COVER SHEET & BUILDING SITE PLAN

CS-1

PENNSYLVANIA GAME COMMISSION

ELK COUNTY

PGC-311-22-01PROJECT NO.

DATE:

SHEET NO.

BENEZETTE TOWNSHIPSTATE GAME LANDS # 311

REVISIONS

NEW 50' x 100' STORAGE BUILDING

DRAWN BY:

5/5/2023

M. SPOTTS

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

PROJECT VICINITY MAP

NOT TO SCALE

Site

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REGISTERED

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ENGINEER

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PE

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AUSTIN D. KIEFFER

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PROFESSIONAL

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602 601606 607 608 608 607 606 605 604 603 602 601601 602 603 604 605

SLOPE 18 " PER FT. M

IN.

609610609

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A

12'-0"

ROUGH OPENING

B

12'-0"

ROUGH OPENING

B

12'-0"

ROUGH OPENING

B

12'-0"

ROUGH OPENING

B

12'-0"

ROUGH OPENING

B

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

A-2

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.

4" SCHEDULE 40 PVC DRAIN LEADER. EXTEND

APPROXIMATELY 60'-0" TO DAYLIGHT AND DISCHARGE .

COMPLETE WITH RODENT SCREEN.

99'-9"

OUT TO OUT OF POSTS

7' -1

2"

8' -0

8'

-0

'-9

OU

T

TO

O

UT

P

OS

T

SAW CUT CONTROL JOINTS

(TYPICAL).

SAW CUT CONTROL JOINTS

(TYPICAL).

SAW CUT CONTROL JOINTS

(TYPICAL).

EQUIPMENT STORAGE

AGRICULTURAL EQUIPMENT/IMPLEMENTS, SEEDS

(INSULATED BUT NOT HEATED)

ISOLATION JOINT TYPICAL

AROUND TRENCH DRAIN. SEE

DETAILS SHEET A-3.

F.E.

A-2

24" Ø FOUNDATION WITH POURED

FOOTING OR 6" THICK X 20" Ø

PRECAST CONCRETE POST PAD.

TYPICAL FOR DOUBLE POST PAD

LOCATIONS.

24" Ø FOUNDATION WITH POURED FOOTING

OR 6" THICK X 20" Ø PRECAST CONCRETE

POST PAD. TYPICAL FOR DOUBLE POST PAD

LOCATIONS.

NOTE:

DIMENSIONS ARE TO ROUGH FRAMING

POLYCAST PREFABRICATED MODULAR

PRE-SLOPED TRENCH DRAIN SYSTEM.

SEE SPECIFICATIONS AND DETAIL.

POLYCAST PREFABRICATED MODULAR

PRE-SLOPED TRENCH DRAIN SYSTEM.

SEE SPECIFICATIONS AND DETAIL.

DIAGONAL BRACE

1 EACH SIDE @ OPPOSITE

ANGLES TYPICAL

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

POLYSTYRENE INSULATION TYPICAL

SROUND ENTIRE PERIMETER OF

BUILDING.

18" Ø FOUNDATION WITH POURED

FOOTING OR 6" THICK X 16" Ø

PRECAST CONCRETE POST PAD.

TYPICAL FOR SINGLE POST PAD

LOCATIONS.

24" Ø FOUNDATION WITH POURED

FOOTING OR 6" THICK X 20" Ø PRECAST

CONCRETE POST PAD. TYPICAL FOR

DOUBLE POST PAD LOCATIONS.

6" Ø X 36" H STEEL

PAINTED BOLLARD, WITH

SLOPED BASE. TYPICAL

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

SLOPED BASE. TYPICAL

ALIGN CONCRETE

PAD WITH FINISHED

FLOOR ELEVATION.

ALIGN CONCRETE PAD WITH

FINISHED FLOOR ELEVATION.

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

SLOPED BASE. TYPICAL

18" Ø FOUNDATION WITH POURED

FOOTING OR 6" THICK X 16" Ø

PRECAST CONCRETE POST PAD.

TYPICAL FOR SINGLE POST PAD

LOCATIONS.

FLOOR PLAN

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

NORTH

PROJECT

NORTH

TRUE

NORTH

3'-412"

R.O.

13'-13 4"13'-13

4" 13'-13 4" 13'-13

4" 13'-13 4"5'-1012"

5' -0

5'-0"

'-1

4"

4' -0

6'

-8

4"

SLOPE

14 " : 12" M

IN.

SLOPE

14 " : 12" M

IN.

SLOPE

14 " : 12" M

IN.

SLOPE

14 " : 12" M

IN.

SLOPE

14 " : 12" M

IN.

SLOPE

4" : 12" MIN.

SLOPE

4" : 12" MIN.

ELEC. PANEL

3' -41

2"

R.

O. A

F.E.

8' -0

8'

-0

7' -1

2"

'-0

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IN

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B

6" Ø X 36" H STEEL

PAINTED BOLLARD, WITH

SLOPED BASE. TYPICAL

'-1

4"

SLOPE

4" : 12" MIN.

4' -0

6'

-8

4"

5'-0"

'-0

F.E.

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

= GEO 41.344116/ -78.348411W

PROJECT LOCATION PLAN

NOT TO SCALE

BUILDING CODE SUMMARY

Code: International Building Code, 2018 edition

Scope:Construction of a new storage building on State Game Lands No. 311 in Benzette Township, Elk 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: 312.1 Agricultural Building/Utility and Miscellaneous Group U Construction Type: VB (Table 601) New Building Area: 5,OOOs.f.

Allowable Area: 5,500 s.f.

Building Stories: 1 Story, No basement, Allowable Stories: 1 (504.4) Fire Protection: No fire suppression, not required.

Fire Extinguishers: Units of “A” = 5,000 / 1,500 = 3.33 ~ 4 (Table 906.3(1)) Fire extinguisher shall be provided at each of the two building exits and one at the opposite end of building near OH door.

Occupant Load: Storage, Occupancy Factor = 300 gross 5,000 S.F./300 = 16.6 ~ 17persons

Egress Width: 17 x 0.2 inches = 3.4 inches min. (1005.3.2).

Means Of Egress: 2 Exits provided = 72 inches; 1 required (1007.1,1 Table 1015.1).

Accessibility: Not required, agricultural building. (Chapter 11) Energy Efficiency: Building/structure will not be heated or airconditioned.

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

PROJECT LOCATION

STATE GAME LANDS No. 311

PROJECT MAP

NOT TO SCALE

PROJECT LOCATION

STATE GAME LANDS No. 311

3508 WINSLOW HILL ROAD

BENEZETTE, PA 15821

ELK COUNTY

BUILDING PLAN

A-1

PENNSYLVANIA GAME COMMISSION

ELK COUNTY

PGC-311-22-01PROJECT NO.

DATE:

SHEET NO.

BENEZETTE TOWNSHIPSTATE GAME LANDS # 311

REVISIONS

NEW 50' x 100' STORAGE BUILDING

DRAWN BY:

5/5/2023

M. SPOTTS

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REGISTERED

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ENGINEER

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AUSTIN D. KIEFFER

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PROFESSIONAL

FRONT ELEVATION

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

green tan green

RIBBED METAL SIDING

RIBBED METAL ROOFING.

ALUMINUM GUTTER AND

DOWNSPOUT (GREEN).

SNOW GUARDS STAGGERED.

(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

LEFT ELEVATION

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

green tan

6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

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

GARAGE DOOR. TYPICAL (WHITE)

REAR ELEVATION

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

RIGHT ELEVATION

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

6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

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

GARAGE DOOR. TYPICAL (WHITE)

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).

6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

green tan green green tan

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

(PAINTED WHITE)

4'-0"

TYPICAL

1'-0

OVERHANG

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

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.

6" Ø SCHEDULE 40 STEEL PIPE

BOLLARD WITH CONCRETE FILL.

RIBBED METAL SIDING OVER PRODEX

INSULATION OVER 2"X4" HORIZONTAL GIRTS.

7"

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) #4

REBARS 12" LONG EQUAL. SPACED.( TYPICAL

AT ENTRY DOOR LOCATIONS)

3-PLY LAMINATED POSTS

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

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1' -3

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. 2A MODIFIED SUB BASE.

DAO633 INSTALLATION

CHAIR COMPLETE WITH

#4 REBARS FOR

SUPPORT.

POURED CONCRETE AROUND TRENCH DRAIN

SYSTEM (PENNDOT CLASS AA 3500).

600 SERIES POLYCAST

PRE-SLOPED TRENCH

DRAIN SYSTEM.

TRENCH DRAIN COMPLETE WITH

DURAGUARD FRAME AND GRATE HOLD

DOWN DEVICE. SEE SPECIFICATIONS.

TRENCH DRAIN DETAIL

SCALE: 1" = 1'-0"

SIKAFLEX SELF LEVELING POLYURETHANE

SEALANT. (GRAY).

DOOR SCHEDULE

RemarksMark WType H T

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

TYPE 1

Hand Qty

RHR

B 12'-0'' 12'-0'' 7

1 2

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

TYPICAL SECTION

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

'-9

M

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1' -1

0" 2'

-0

2' -0

2'

-0

2' -0

2'

-0

1' -1

1"

2'-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"x22'-0".

POST 3-PLY LAMINATED

2"x6"x26'-0".

POST 3-PLY LAMINATED

2"x6"x28'-0".

BUILDING ELEVATIONS, SECTION, DETAILS & DOOR SCHEDULE

A-2

PENNSYLVANIA GAME COMMISSION

ELK COUNTY

PGC-311-22-01PROJECT NO.

DATE:

SHEET NO.

BENEZETTE TOWNSHIPSTATE GAME LANDS # 311

REVISIONS

NEW 50' x 100' STORAGE BUILDING

DRAWN BY:

5/5/2023

M. SPOTTS

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AUSTIN D. KIEFFER

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PROFESSIONAL

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.

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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

N

3.

SL

AB

H

EI

GH

T

'-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. (GREEN)

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. 2A MODIFIED 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. 2A MODIFIED SUB BASE.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 10 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2A MODIFIED SUB BASE.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 10 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2A MODIFIED SUB BASE.

SLOPE 14" :12" MIN.

SLOPE 14" :12" MIN.

SCALE: 3" = 1'-0"

DETAIL AT POSTS

2" EXPANSION JOINT MATERIAL.

TYPICAL AROUND ENTIRE

PERIMETER AND POST(S)

3-PLY 2"X6" LAMINATED POSTS W/

BOTTOM 5'-0" CONSTRUCTED FROM

PRESSURE TREATED WOOD.

RIBBED METAL SIDING OVER PRODEX INSULATION

OVER 2"X4" HORIZONTAL GIRTS OR

2"X8" PRESSURE TREATED SPLASH BOARD.

WALL SECTIONS & DETAILS

A-3

PENNSYLVANIA GAME COMMISSION

ELK COUNTY

PGC-311-22-01PROJECT NO.

DATE:

SHEET NO.

BENEZETTE TOWNSHIPSTATE GAME LANDS # 311

REVISIONS

NEW 50' x 100' STORAGE BUILDING

DRAWN BY:

5/5/2023

M. SPOTTS

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REGISTERED

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ENGINEER

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PE

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AUSTIN D. KIEFFER

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PROFESSIONAL

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

(door open)c c

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

1,2

GFI

wr-gfi

GFI

S S

S b

GFI

GFI

GFI

3,4

SS 33 S

b wr-gfi wr-gfi wr-gfi 200 AMP

ELEC. PANEL

U.G. 200 AMP ELECTRICAL

UNDERGROUND SERVICE

FROM TRANSFORMER.

NEW STORAGE BUILDING FLOOR PLAN - ELECTRICAL PLAN

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

NO

RT

H

PROJECT

NORTH

TRUE

NORTH

a a

5 13 12

9 10

PROVIDE SCHEDULE 40 11

4" ELECTRICAL CONDUIT

90° SWEEP FOR FUTURE ELECTRICAL FEED TO

FUEL TANK. COMPLETE WITH CAPS AT BOTH ENDS.

S

EQUIPMENT STORAGE

AGRICULTURAL EQUIPMENT/IMPLEMENTS, SEEDS

(INSULATED BUT NOT HEATED)

14,16

JB

KEYED

SWITCH

EMERGENCY

FUEL PUMP

STOP

200 AMP Main Breaker PanelCIRCUIT NO. POLES AMPS

CIRCUIT BREAKERS

No./Size Wiring

LOAD CENTER - 200A

VOLTAGE: 240/120V

Size Conduit

STORAGE RECEPTACLES, EAST SIDE

50 3 - #6 1-1/4"

STORAGE LIGHTING, SOUTH SIDE

20 3 - #12 3/4"

STORAGE LIGHTING, NORTH SIDE

1 20 1 20

LIGHTING FIXTUREMARK MODEL

QTY

2 LITHONIA ECRLEDHO M6 w/ELA LED WP M12 c b a

LITHONIA IBH 15000LM SD080 MD OZ10 40K 80 CRI

LIGHTING FIXTURE SCHEDULE NOTES:

SERVICE FEEDER SIZE: 4/0 XHHW-2

220 VOLT WELDING OUTLET

LIGHTING FIXTURE SCHEDULE

SERVICE PANEL RECEPTACLES1 20

3 - #12 3/4"

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

201 3 - #12 3/4"

50 3 - #6 1-1/4"2 220 VOLT WELDING OUTLET

201 3 - #12 3/4"

DOOR LIFT RECEPTACLES1 20 3/4"3 - #12

ALL EXPOSED WIRING IN MIN. 34"Ø CONDUIT.

STORAGE RECEPTACLES, NORTH SIDE

STORAGE RECEPTACLES, WEST SIDE

STORAGE RECEPTACLES, SOUTH SIDE

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

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

15.25" X 22" 4 LAMP LED HIGH BAY

DOOR LIFT RECEPTACLES1 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.

FUEL TANK PUMP

SPARE SPACES15,17-24

3/4"3 - #122 30

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

3' -0

/-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.

ONE (1) - NEW 3" Ø SCHEDULE 80

CONDUIT TO NEW SERVICE PANEL

FROM EXISTING WEST PEN POWER

POLE MOUNTED TRANSFORMER.

UNDISTURBED EARTH (TYP.)

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.

ELECTRICAL FLOOR PLAN, SCHEDULES & DETAILS

E-1

PENNSYLVANIA GAME COMMISSION

ELK COUNTY

PGC-311-22-01PROJECT NO.

DATE:

SHEET NO.

BENEZETTE TOWNSHIPSTATE GAME LANDS # 311

REVISIONS

NEW 50' x 100' STORAGE BUILDING

DRAWN BY:

5/5/2023

M. SPOTTS

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REGISTERED

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AUSTIN D. KIEFFER

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PROFESSIONAL