SGL 048-21-02 Crew Building-Construction Set of Drawings.pdf

PENNSYLVANIA GAME COMMISSION

PROJECT NO. PGC-048-21-02

STATE GAME LANDS #048

NEW 40' x 80' CREW HEADQUARTERS BUILDING

HARRISON TOWNSHIP, BEDFORD COUNTY, PENNSYLVANIA

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

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

SITE PLAN GENERAL NOTES:

1. UTILITY LINE LOCATIONS SHOWN ON THE DRAWINGS ARE APPROXIMATE. UNDERGROUND

TELEPHONE, ELECTRIC, GAS, SANITARY SEWER, WATER AND STORMWATER DRAINAGE LINES

MAY BE PRESENT AT SOME WORK LOCATIONS. FIELD VERIFICATION IS REQUIRED PRIOR TO

ANY CONSTRUCTION. CONTACT PA ONE CALL AND COMPLY WITH ACT 287 (AS AMENDED)

REGARDING LOCATIONS OF UNDERGROUND UTILITIES.

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

THE REQUIREMENTS OF PENNDOT, THE LOCAL MUNICIPALITY AND THE CONTRACT

DOCUMENTS.

3. CONTRACTOR SHALL COORDINATE WITH AFFECTED UTILITY COMPANIES IN THE EVENT ITEMS

SUCH AS TEMPORARY POLE SUPPORT IS REQUIRED. THIS WORK SHALL BE COMPLETED AT NO

ADDITIONAL COST TO THE OWNER.

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

OTHERWISE DIRECTED BY THE ENGINEER.

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

WITH THE CONTRACT DOCUMENTS TO THEIR ORIGINAL CONDITION OR BETTER.

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

SEEDED, AND MULCHED.

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

SEDIMENTATION CONTROL PLAN REQUIREMENTS.

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

9. THE CONTRACTOR SHALL ENSURE THAT ALL CONSTRUCTION VEHICLES (INCLUDING MATERIAL

SUPPLIER VEHICLES) LEAVING THE PROJECT AREA HAVE MUD BUILDUP REMOVED FROM THE

TIRES BEFORE EXITING ONTO PAVED ROADWAYS. ALL MUD TRACKED ONTO PAVED

ROADWAYS SHALL BE IMMEDIATELY REMOVED FROM THE ROADWAY.

PROPOSED

NEW CREW HQ. BUILDING

3,200 S.F.

F.F. ELEV. -100.0'

e e e e e e e e e e

M

ILL

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EXISTING CREW

BUILDING

EXISTING STORAGE

BUILDING SB607

EXISTING

STORAGE

BUILDING

SB75

EXISTING

STONE

PARKING AREA

EXISTING CONCRETE SLAB,

GUARD RAILS AND FUEL

TANK LOCATION.

EXISTING OVERHEAD

ELECTRICAL POWER FEED

TO POLE AND LIGHT

FIXTURE.

EXISTING WELL LOCATION

w wEXISTING GAME

COMMISSION SIGN

s s

EXISTING SEPTIC

TANK LOCATION WITH

MANHOLE COVER/LID.

EXISTING GAME COMMISSION

SECURITY GATE.

EXISTING

GRASS AREA

SWALE/DIVERSION

DITCH

EXISTING STONE

PAD WITH TAPERED

ENDS

EXISTING UTILITY POLE, BEDFORD REC. No.

WQC,PT,B309,SPPA,45A,44 WITH POLE

MOUNTED TRANSFORMER TO REMAIN.

EXISTING OVERHEAD

ELECTRIC SERVICE FEED

TO METER LOCATION.

EXISTING STONE DRIVE

EXISTING

WOODED AREA

EXISTING

WOODED AREA

s s s s

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C.O.

W

W

NEW PROPOSED WELL

LOCATION

NEW UNDERGROUND (U.G.) ELECTRIC

SERVICE IN 3" Ø SCHEDULE 40 CONDUIT

FROM EXISTING POLE MOUNTED

TRANSFORMER TO NEW 200 AMP SERVICE

METER & PANEL AT NEW CREW HDQTRS

BUILDING. (APPROX. 130')

PROPOSED NEW SANITARY LINE TO

EXISTING SEPTIC TANK. PROVIDE

CLEANOUT AND TURN DOWN SANITARY

LINE AS REQUIRED BY GRADE TO

ACCOMODATE A SLOPE MINIMUM 14" PER

FT. CONNECT INTO EXISTING SEPTIC

TANK/LINE AT SAME INLET INVERT

ELEVATION. (APPROX. 60')R100'-0"

SITE PLAN

SCALE: 1" = 20'-0"

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EXISTING CENTURY LINK UNDERGROUND

BURIED VOICE AND DATA POLE #E15 84

NEW UNDERGROUND

TELEPHONE SERVICE IN 1 14" Ø

SCHEDULE 40 CONDUIT FROM

EXISTING POLE TO NEW

BUILDING LOCATION.

(APPROX. 230.00')

T

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EXISTING UNDERGROUND VOICE/DATA

SERVICE LINE.

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NEW UTILITY POLE BY

BEDFORD ELECTRIC FOR NEW

BUILDING SERVICE.

PENNSYLVANIA GAME COMMISSION

BEDFORD COUNTY

COVER SHEET & BUILDING SITE PLAN

PGC-048-21-02PROJECT NO.

DATE:

SHEET NO. CS-1

HARRISON TOWNSHIPSTATE GAME LANDS # 048

REVISIONS

NEW 40' x 80' CREW HEADQUARTERS BUILDING

DRAWN BY:

3/1/2023

M. SPOTTS

CS-1 COVER SHEET & BUILDING SITE PLAN

A-1 BUILDING FLOOR PLAN & ELEVATIONS

A-2 WALL SECTION & DETAILS

A-3 SECTIONS, DETAILS, SCHEDULES & REFLECTED CEILING PLAN

P-1 PLUMBING FLOOR PLAN, ELEVATIONS & DETAILS

M-1 MECHANICAL FLOOR PLAN & DETAILS

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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B18B18 SB24

W15W15

W21

B24

B21

B24

B21

F.E.

F.E.F.E.

P.T. HWH

EL

EC

. P

AN

EL

HVAC UNIT

607601

SLOPE 18" PER FT. MIN.

4" SCHEDULE 40 PVC DRAIN LEADER. EXTEND

APPROXIMATELY 40'-0" TO DAYLIGHT AND DISCHARGE .

COMPLETE WITH RODENT SCREEN.

POLYCAST PREFABRICATED MODULAR

PRE-SLOPED TRENCH DRAIN SYSTEM.

SEE SPECIFICATIONS AND DETAIL.

602 608 609 610 612611 613

SL

OP

E

SLOPE

SLOPE

SL

OP

E

SLOPE

SL

OP

E

EQUIPMENT STORAGE

AGRICULTURAL EQUIPMENT/IMPLEMENTS, SEEDS

(INSULATED BUT NOT HEATED)SHOP AREA

SL

OP

E 1 4"

: 1 2"

M

IN

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OP

E 1 4"

: 1 2"

M

IN

AAA

A

A

A

A

A-2

12'-0"

ROUGH OPENING

12'-0"

ROUGH OPENING

12'-0"

ROUGH OPENING

F1

14'-0"

ROUGH OPENING

F2

A

D

A

B1

C

E

D

A

12'-0"

ROUGH OPENING

79'-9"

OUT TO OUT OF POSTS

7'-1012"8'-0"8'-0" 8'-0"8'-0"8'-0"

20'-1"12'-1" 312"

'-1

8'

-1

2"

9' -1

1"

2"

REF.

N.I.C.

10'-1" 4' -8

2'

-8

6'-9"

FARM IMPLEMENT MAINTENANCE

(APPROX. 840 SQ. FT. HEATED AREA)

A-2

4'-63 4"

6'-312"

2'-0"3'-412"

R.O.

8'-0"

7'-1012"

A-3

5' -0

7'

-1

2" 8'

-0

8' -0

8' -0

7'

-1

2"

'-9

OU

T

TO

O

UT

P

OS

T

7' -1

2"

8' -0

8'

-0

8' -0

7'

-1

2"

2'-0" 3'-412"

R.O.

7'-1012"

SLOPE

14 " : 12" M

IN.

SLOPE

14 " : 12" M

IN.

8'-0" 13'-13 4"13'-13

4"13'-13 4"

3'-412"

R.O.

7'-2"15'-13 4"

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

SLOPED BASE. TYPICAL

ALIGN CONCRETE PAD

WITH FINISHED FLOOR

ELEVATION.

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

SLOPED BASE. TYPICAL

ALIGN CONCRETE PAD

WITH FINISHED FLOOR

ELEVATION.

NOTE:

DIMENSIONS ARE TO ROUGH FRAMING

SAW CUT CONTROL JOINTS

(TYPICAL).

ISOLATION JOINT TYPICAL

AROUND TRENCH DRAIN.

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.

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.

POLYCAST PREFABRICATED MODULAR

PRE-SLOPED TRENCH DRAIN SYSTEM.

SEE SPECIFICATIONS AND DETAIL.

B2

4' -0

F1F1

F1

A-3A

A-3

E

A-3C

FLOOR PLAN

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

NORTH

PROJECT

NORTH

TRUE

NORTH

4'-0"

4' -0

20'-0"

5' -0

5'-0"

5' -0

1'-6"

5 5

WASHER

N.I.C.

DRYER

N.I.C.

SHOWER

STALL

MILLWORK. SEE INTERIOR

ELEVATIONS FOR DETAILS.

MILLWORK. SEE INTERIOR

ELEVATIONS FOR DETAILS.

24" X 36" ATTIC ACCESS DOOR MOUNTED

IN TRUSS DRAFTSTOPPING COMPLETE WITH

HINGES AND LATCH V.I.F. EXACT

LOCATION.

ALIGN CONCRETE PAD

WITH FINISHED FLOOR

ELEVATION.

EXPANSION JOINT/THERMAL BREAK.

ROD/SHELF

B

D

MECHANICAL

BATH

OFFICE/BREAK

4" SCHEDULE 40 PVC DRAIN

LEADER. SLOPE 18" PER FT. MIN.

4" PVC SLEEVE/SWEEP

FOR WATER

THRU WALL DRYER VENT

LOCATION ABOVE A.C.T.

MILLWORK. SEE INTERIOR

ELEVATIONS FOR DETAILS.

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).

EXTEND CONCRETE APRON AS

REQUIRED TO RECEIVE NEW LP TANK.

FRONT ELEVATION

green green green tantan

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)

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

GARAGE DOOR. TYPICAL

(WHITE)

6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

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

(PAINTED WHITE)

14'-0" WIDE X12'-0" HIGH GARAGE

DOOR. TYPICAL (WHITE)

4' -0

6" Ø CONCRETE FILLED

STEEL PIPE BOLLARD.

(PAINTED YELLOW)RIGHT ELEVATION

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

A

VINYL DOUBLE HUNG

WINDOW UNIT.

(WHITE) TYPICAL.AAAPROPOSED NEW HVAC

CONDENSER UNIT.

VINYL DOUBLE HUNG WINDOW

UNIT. (WHITE) TYPICAL.

APPROXIMATE LOCATION OF

ELECTRIC METER.

tan

LEFT ELEVATION

6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

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

green green green

REAR ELEVATION

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)

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

AAA

tan

12'-0" WIDE X12'-0" HIGH GARAGE DOOR.

TYPICAL (WHITE)

6" Ø CONCRETE FILLED STEEL

PIPE BOLLARD. (PAINTED YELLOW)

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

(PAINTED WHITE)

VINYL DOUBLE HUNG WINDOW

UNIT. (WHITE) TYPICAL.

PROJECT LOCATION PLAN

NOT TO SCALE

BUILDING CODE SUMMARY

Code: International Building Code, 2018 edition

Scope:Construction of a new 40' x 80' Crew Headquarters Building on State Game Lands No. 048 in Harrison Township, Bedford 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: 3,200s.f.

Allowable Area: 9,000 s.f. (Table 506.2) Building Stories: 1 Story, No basement, Allowable Stories: 1 Table 504.4) Wind Load: Risk Category II/Wind Speed 115 (FIGURE 1609.3(1) (Truss Design) Fire Protection: No fire suppression, not required.

Fire Extinguishers: Units of “A” = 3,200 / 1,500 = 2.13 ~ 3 (Table 906.3(1)) Fire extinguisher shall be provided at each of the two building exits and one at the opposite end of building near OH door.

Occupant Load: Buisness, Occupancy Factor = 150 gross 445 S.F./150 = 2.96 ~ 3 persons Storage, Occupancy Factor = 300 gross 2,755 S.F./300 = 9.2 ~ 10 persons

Egress Width: 108 x 0.2 inches = 21.6 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 = 1,280 S.F.

PENNSYLVANIA GAME COMMISSION

PROJECT NO.

DATE:

SHEET NO. A-1

REVISIONS

NEW 40' x 80' CREW HEADQUARTERS BUILDING

DRAWN BY:

PROJECT LOCATION

STATE GAME LANDS No. 048

PROJECT LOCATION MAP

NO SCALE

PROJECT LOCATION

STATE GAME LANDS No. 048

1808 MILLIGANS COVE ROAD

BUFFALO MILLS, PA 15534

BEDFORD COUNTY

BEDFORD COUNTYHARRISON TOWNSHIPSTATE GAME LANDS # 048

PGC-048-21-02

3/1/2023

M. SPOTTS

BUILDING FLOOR PLAN & ELEVATIONS

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REGISTERED

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ENGINEER

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AUSTIN D. KIEFFER

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= GEO N39.895278°/-78.651960°W

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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

NW-1

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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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

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'-9

" EQUIPMENT STORAGE

WALL SECTION DETAIL

SCALE: 1" = 1'-0"

A-2

TRUSS DRAWING IS DEFERRED.

NOTE: DESIGN LOADING (PSF)

TCLL 30

SNOW 29.75/42

TCDL 5.0

BCLL 0.0

BCDL 10.0

SPACING 4-0-0

2'-0"

OVERHANG

EAVES

HURRICANE TIE-DOWN ANCHORS H25A.

SEEMLESS ALUM. GUTTER

OVER METAL CLAD 2"x6"

FASCIA BOARD. (GREEN)

2"X12" HEADER/TRUSS SEAT

(EACH SIDE OF POST).

3-PLY 2"X6" LAMINATED POST

22'-0" HIGH.

3-PLY 2"X6" LAMINATED POST

24'-0" HIGH.

ALUMINUM FULLY VENTED

SOFFIT (GREEN).

"J" CHANNEL TRIM PIECES.

DRIP EDGE.

2"X6" BOTTOM PURLIN.

BASE ANGLE "RAT GUARD" METAL TRIM

PIECE.

RIBBED METAL SIDING OVER PRODEX INSULATION

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

4' -0

Z-FLASHING INSTALLED BETWEEN DIFFERENT

COLORED METAL SIDING. (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.

COMPACTED GRAVEL

PARKING AREA.

2" THICK R-10 EXTRUDED

POLYSTYRENE EXTEND 4'-0"

HORIZONTALLY AROUND

ENTIRE PERIMETER.

OVERHEAD INSULATED

DOOR AND STEEL TRACK.

2" EXPANSION

JOINT MATERIAL.

1'-2"

MIN.

2" DRYWALL, OSB OR PLYWOOD

(DRAFTSTOPPING). SEE UNHEATED

WALL DETAIL FOR ADDITIONAL

INFORAMTION.

WALL BETWEEN HEATED AND UNHEATED BAYS. SEE

WALL DETAIL FOR ADDITIONAL INFORMATION.

HEATED/UNHEATED WALL DETAIL

SCALE: 1" = 1'-0"

6" (PENNDOT CLASS AA 3500) CONCRETE

SLAB WITH FIBER REINFORCEMENT OVER 6

MIL. POLYETHYLENE VAPOR BARRIER OVER.

4" VINYL COVE BASE

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

OVER 12" OSB OR PLYWOOD.

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

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

COMPLETE WITH "J" CHANNEL TRIM.

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

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

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

TRUSS. EXTEND FULL HEIGHT FROM BOTTOM OF

TRUSS TO TOP OF TRUSS.

PRE-ENGINEERED ROOF

TRUSS SPACED @ 48" O.C.

2" DRYWALL, OSB OR PLYWOOD

(DRAFTSTOPPING).

24" X 36" ATTIC ACCESS DOOR

MOUNTED IN DRAFTSTOPPING

COMPLETE WITH HINGES AND

LATCH V.I.F. EXACT LOCATION.

HEATED SHOP AREA

2" EXPANSION JOINT MATERIAL.

(THERMAL BREAK)

2"X6" PRESSURE TREATED SILL PLATE SILL

SEALER. SECURE INTO CONCRETE SLAB AS

REQUIRED.

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

INSULATION BOARD. OVER 2" X 6" WOOD

STUD WALL.

2"x6" DOUBLE TOP PLATE.

NOTE:

TRUSS DESIGNED W/ 8" ENERGY HEEL. DESIGN

INFORMATION TO BE DEFERRED.

SLOPE 14" :12" MIN.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 6 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2A MODIFIED SUB BASE.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 6 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2A MODIFIED SUB BASE.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 6 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2A MODIFIED SUB BASE.

SLOPE 14" :12" MIN.

SLOPE 14" :12" MIN.

6" (PENNDOT CLASS AA 3500)

CONCRETE SLAB WITH FIBER

REINFORCEMENT OVER 6 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2A MODIFIED SUB BASE.

(4) 516" X 4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS

TIMBER SCREWS

(UNHEATED)

EQUIPMENT STORAGE

(UNHEATED)

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 6 MIL.

POLYETHYLENE VAPOR BARRIER OVER 4"

MIN. THK. 2A MODIFIED SUB BASE.

DAO633 INSTALLATION

CHAIR COMPLETE WITH

#4 REBARS FOR

SUPPORT.

POURED CONCRETE AROUND TRENCH DRAIN

SYSTEM (PENNDOT CLASS AA 3500).

600 SERIES POLYCAST

PRE-SLOPED TRENCH

DRAIN SYSTEM.

TRENCH DRAIN COMPLETE WITH

DURAGUARD FRAME AND GRATE HOLD

DOWN DEVICE. SEE SPECIFICATIONS.

TRENCH DRAIN DETAIL

SCALE: 1" = 1'-0"

SIKAFLEX SELF LEVELING POLYURETHANE

SEALANT. (GRAY).

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.

PENNSYLVANIA GAME COMMISSION

WALL SECTION & DETAILS

REVISIONS PROJECT NO.

DATE:

SHEET NO. A-2

DRAWN BY:

BEDFORD COUNTYHARRISON TOWNSHIPSTATE GAME LANDS # 048

PGC-048-21-02

3/1/2023

M. SPOTTS

NEW 40' x 80' CREW HEADQUARTERS BUILDING

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PROFESSIONAL

4'-0"

TYPICAL

1'-0

OVERHANG

GABLE ENDS TYPICAL

PRE-ENGINEERED

ROOF TRUSS.

2"X6" TIE-BLOCKING AT EACH

TRUSS OR HURRICANE TIE-DOWN

ANCHOR H25A

2" X 4" HORIZONTAL GIRTS.

3-PLY 2"X6" LAMINATED POST.

3-PLY 2"X6" LAMINATED

CORNER POST.

2"X12" HEADER/TRUSS SEAT

(EACH SIDE OF POST).

PRE-ENGINEERED GABLE END ROOF

TRUSS. PROVIDE ADDITIONAL NAILERS

AS REQUIRED.

2"X6" FASCIA BOARD.

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

2"X6" BOTTOM PURLIN.

2"X6" TOP PURLIN.

2"X4" RAKE BOARD

2"X4" BRACING AS REQUIRED AND RECOMMENDED BY

TRUSS SUPPLIER/MANUFACTURER.

SCALE: 1" = 1'-0"

TYPICAL ROOF FRAMING/BRACING DETAIL

SCALE: 1" = 1'-0"

GARAGE DOOR FRAMING DETAIL

2"X12" TRUSS SEAT (EACH

SIDE OF POST).

2"X10" HEADER (EACH SIDE

OF POST).

3-PLY 2"X6" LAMINATED POST

BLOCKING. (3) EQUAL SPACED

OVER GARAGE DOOR OPENING.

2"X BLOCKING OR SHEATHING AS

REQUIRED FOR GARAGE DOOR

FRAMING OPENING.

3-PLY 2"X6" LAMINATED POST .

2" X 4" HORIZONTAL GIRTS

BEYOND.

2" X 10" WOOD FRAMING

FOR MOUNTING SUPPORT.

2"X6" VERTICAL WOOD FRAMING FOR

TRACK MOUNTING/SUPPORT

NOTE:

PROVIDE R-20 BATT INSULATION

BETWEEN HEADERS IN HEATED BAYS.

(4) 516" X 4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS TIMBER SCREWS

(2) 516" X 4" GRK RSS SCREWS

OR

(2) 4" STRONG DRIVE SDWS TIMBER SCREWS

(4) 516" X 4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS TIMBER SCREWS

512"

TYP.

SL

OP

E 1 8" : 1

2"

SL

OP

E

11 2"

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.

EQ. EQ.

ALIGN CONCRETE APRON WITH FINISHED

FLOOR ELEVATION AT ENTRY DOOR

LOCATIONS. (TYPICAL FOR 2).

6" THK. POURED CONCRETE APRON BLEND

CONCRETE TRANSITION AS REQUIRED.

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

DETAIL AT ENTRY DOOR

SL

OP

E

11 2"

4"

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.

FRP OVER 12" OSB OR PLYWOOD ON 2"x 6"

WOOD STUDS @ 16" O.C. WITH R-20 BATT

INSULATION.

2" OSB OR PLYWOOD ON 1" XPS R-5

INSULATION BOARD OVER 2"X6"

WOOD STUDS @ 16" O.C.

6" Ø SCHEDULE 40 STEEL PIPE

BOLLARD WITH CONCRETE FILL.

1' -3

DOOR SCHEDULE

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

TYPE 1

LHR3 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

D

B1

B2

12'-0'' 12'-0'' 4SEE SPECIFICATIONSO.H. INSULATED SECTIONAL OVERHEAD DOOR

TYPE 2 TYPE 3 TYPE 4

M

AX

3'-0'' 7'-0'' 1-3/4'' RH1 1

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

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

3'-0'' 7'-0'' 1-3/4'' LHR1 2

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'' LHR 1 NON-INSULATED W/GLASS, VENT & PASSAGE SET

WINDOW UNIT IN BATH TO HAVE BOTTOM SASH TEMPERED GLASS

TYPICAL SECTION

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

'-9

M

AX

. F

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M T

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O

F

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AB

T

O

BE

AR

IN

G

HE

IG

HT

F

OR

T

RU

SS

ES

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"x24'-0".

6" 2"

SLOPE

WALL SECTION DETAIL

SCALE: 1" = 1'-0"

A-3

2'-0"

OVERHANG

EAVES

26 GAUGE METAL ROOFING OVER PRODEX

INSULATION OVER 2"X4" PURLINS SPACED @

24" O.C..(GREEN)

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EV

AT

IO

N

0.

SL

AB

H

EI

GH

T

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EV

AT

IO

N

3.

SL

AB

H

EI

GH

T

'-9

RIBBED METAL SIDING OVER TYVEK HOUSE

WRAP (HEATED AREAS ONLY) OVER 2"X4"

HORIZONTAL GIRTS.(GREEN). EXTEND TO Z

FLASHING @ 4'-0" ABOVE SLAB.

2"X8" PRESSURE TREATED SPLASH BOARD.

TYPICAL AROUND ENTIRE PERIMETER.

COMPACTED GRAVEL 5'-0" MIN. TYPICAL AROUND

ENTIRE PERIMETER OF STRUCTURE. 4" MINIMUM

THICKNESS.

SEEMLESS ALUM. GUTTER OVER

METAL CLAD 2"x6" FASCIA

BOARD. (GREEN)

ALUMINUM FULLY VENTED

SOFFIT (GREEN). WOTH "J"

CHANNEL TRIM PIECES.

BASE ANGLE "RAT GUARD" METAL TRIM

PIECE.

RIBBED METAL SIDING OVER TYVEK HOUSE

WRAP (HEATED AREAS ONLY) OVER 2"X4"

HORIZONTAL GIRTS.(BEIGE/BROWN)

6"

2" THICK R-10 EXTRUDED POLYSTYRENE

EXTEND 4'-0" HORIZONTALLY AROUND

ENTIRE PERIMETER.

4" FRP BASE

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

CONCRETE SLAB AS REQUIRED.

2" THICK XPS, R-7.5 INSULATION BOARD.

(INSTALL AT HEATED BUILDING AREAS ONLY).

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

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

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

ACOUSTICAL CEILING TILE COMPLETE

WITH METAL SUSPENSION SYSTEM.

(TYPICAL FOR OFFICE/BREAK, BATH AND

MECHANICAL ROOM(S).

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

OVER 12" OSB OR PLYWOOD.

RIBBED METAL SIDING OVER 12" OSB OR

PLYWOOD SHEATHING ON 2"X4" WOOD

STUD WALL @ 16" O.C. COMPLETE WITH

"J" CHANNEL TRIM.

RIBBED METAL CEILING/SIDING ON 2"X4"

NAILERS @ 24" O.C. SECURED TO

UNDERSIDE OF TRUSSES.

"J" CHANNEL TRIM PIECES.

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

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

AND MECHANICAL ROOM(S).

2" OSB OVER 2"X4" NAILERS @

24" O.C. (TYPICAL FOR

OFFICE/BREAK, BATH AND

MECHANICAL ROOM(S).

DRIP EDGE.

2"X6" BOTTOM PURLIN.

2"X12" HEADER/TRUSS SEAT

(EACH SIDE OF POST).

HEATED SHOP AREA

OFFICE, BATH, MECH.

INSULATION BAFFLE SECURED

TO PURLINS

NOTE:

TRUSS DESIGNED W/ 8" ENERGY HEEL. DESIGN

INFORMATION TO BE DEFERRED.

FIBERGLASS UNFACED R-30 BATT INSULATION APPLIED ACROSS

TRUSSES OVER KRAFT FACED R-19 BATT INSULATION BETWEEN

TRUSSES.

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

REINFORCEMENT OVER 6 MIL. POLYETHYLENE VAPOR BARRIER OVER

4" MIN. THK. 2A MODIFIED SUB BASE.

(4) 516" X 4" GRK RSS SCREWS

OR

(4) 4" STRONG DRIVE SDWS

TIMBER SCREWS

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

R/A

S/A

S/A

S/A

2'X4' LED

LIGHT FIXTURE

2'X4' LED

LIGHT FIXTURE

S/A

DUCT

R/A

DUCT

S/A

2'X4' LED

LIGHT FIXTURE

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

S/A

2'X2' LED

LIGHT

FIXTURE

EXHAUST

FAN

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

REFLECTED CEILING PLAN

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

MECHANICAL

BATH

OFFICE/BREAK

PENNSYLVANIA GAME COMMISSION

SECTIONS, DETAILS,SCHEDULES & REFLECTED CEILING PLAN

REVISIONS PROJECT NO.

DATE:

SHEET NO. A-3

DRAWN BY:

BEDFORD COUNTYHARRISON TOWNSHIPSTATE GAME LANDS # 048

PGC-048-21-02

11/14/2022

M. SPOTTS

NEW 40' x 80' CREW HEADQUARTERS BUILDING

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PROFESSIONAL

14x24

14x22

10x14 10x14

12x20

PLENUM BOX W/FILTER

4x12 (6)

BUILDING SECTION - MECHANICAL

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

SHOP AREA

(FARM IMPLEMENT MAINTENANCE)

NEW REZNOR UDAP75 LP GAS UNIT, OR APPROVED

EQUAL, SUSPENDED FROM THE CEILING W/ DIRECT

VENT DISCHARGED AT SIDE WALL

RETURN AIR GRILL W/

FILTER RACK

(3) 7" TO OFFICE

DROP CEILING LINE

THERMOSTAT

HEAT

PUMP

5"

BATH &

MECHANICALOFFICE

10" RT

TRUSS

2"X 4"

CEILING

FRAMING

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.

FLOOR PLAN - MECHANICAL

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

NORTH

PROJECT

NORTH

TRUE

NORTH

OUTSIDE

UNIT

HVAC UNIT

EQUIPMENT STORAGE

SHOP AREA

BATH

OFFICE/BREAK

T

14x24

10x14 x2

4x12 (6)

7"

5" x2 x1

4x12

7"

7"

MECHANICAL

NOTE:

LOCATE AIR SUPPLY REGISTER IN BATHROOM

BELOW DUCT, COORDINATE WITH CEILING LIGHT

FIXTURE & EXHAUST FAN LOCATIONS. SEE

REFLECTED CEILING LAYOUT.

PROVIDE FILTER RACK BEHIND

REGISTER & AT UNIT RETURN

T

THERMOSTAT UNIT

FROM

MANUFACTURER

NEW REZNOR UDAP75 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.)

THERMOSTAT UNIT

FROM MANUFACTURER

5"

14"X24" R/A GRILL IN WALL.

HEAT PUMP TO BE A 5 TON BOSCH BOVA - 060-HDN1- M18M OUTSIDE CONDENSER UNIT W/ BGH96M100C5B AIR HANDLER/FURNACE AND BMAC4860CNTF CASE COIL. UNITS TO ACHIEVE A MINIMUM 17 SEER AND 9.5 HSPF (OR SUBSTANTIALLY EQUIVALENT). SEE SPECIFICATIONS.

(UNHEATED)

2'-0"

PROPOSED LP TANK. PROVIDE RIGID LP PIPING INTO

THE BUILDING ENVELOPE THEN CONTINUE WITH

12" CSST FLEXIBLE LP LINE AS REQUIRED TO HEATER.

BY MECHANICAL CONTRACTOR.

PENNSYLVANIA GAME COMMISSION

REVISIONS PROJECT NO.

DATE:

SHEET NO.

DRAWN BY:

MECHANICAL FLOOR PLAN AND DETAILS

M-1

BEDFORD COUNTYHARRISON TOWNSHIPSTATE GAME LANDS # 048

PGC-048-21-02

3/1/2023

M. SPOTTS

NEW 40' x 80' CREW HEADQUARTERS BUILDING

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MATERIAL

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PRODUCT

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TRADENAME

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MODELNUMBER

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PROFESSIONAL

NO SCALE

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)

11 UTILITY SINK (W/FAUCET)

BRADLEY CORP. (FOR REF. ONLY)

SEE SPECS

NEW CREW BUILDING - PLUMBING PLAN

3''Ø DWV

1 12" Ø

SEE SPECS

SEE SPECS

TO WELL

Shower Toilet

Sink

Sink

Sink

Washer

SHOPAREA

OFFICE

Tank Pressure

Water Heater

RV 3/4" Ø

3/4" Ø

3/4" Ø

3/4" Ø

3/4" Ø(SURFACE M

OUNTED

IN HEATED

BAY)

SHUT-O

FF V

ALVE

3/4" Ø

SHUT-O

FF V

ALVE

HOSE BIBB (FR

OST

PROOF)(SURFACE MOUNTED IN

HEATED BAY)

ALL PIPE TO BE 12"Ø EXCEPT AS

INDICATED. (USE PEX PIPE & FITTINGS

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

NORTH

PROJECT

NORTH

TRUE

NORTH

WATER SUPPLY ISOMETRIC

AMP

ELEC.

PANEL

REF.

N.I.C.

WASHER

N.I.C.

DRYER

N.I.C.

OUTSIDE

CONDENSER

UNIT

P ps

HVAC UNIT

EQUIPMENT STORAGESHOP AREA

MECHANICAL

BATH

OFFICE/BREAK

607601

SLOPE 18" PER FT. MIN.

4" SCHEDULE 40 PVC DRAIN LEADER. EXTEND

APPROXIMATELY 60'-0" TO DAYLIGHT AND DISCHARGE

INTO EXISTING DRAINAGE DITCH . COMPLETE WITH

RODENT SCREEN.

602 608 609 610 612611 613

POLYCAST PREFABRICATED MODULAR

PRE-SLOPED TRENCH DRAIN SYSTEM WITH

FRAME AND DIN E LOAD RATING GRATES. SEE

SPECIFICATIONS AND DETAIL.

4" SCHEDULE 40 PVC DRAIN

LEADER. SLOPE 18" PER FT. MIN.

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

2" VENT 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

POLYCAST PREFABRICATED MODULAR

PRE-SLOPED TRENCH DRAIN SYSTEM WITH

FRAME AND DIN E LOAD RATING GRATES. SEE

SPECIFICATIONS AND DETAIL.

HOSE BIBB WITH

ISOLATION VALVE.

HOSE BIBB WITH

ISOLATION VALVE.

4" Ø SCHEDULE 40 PVC SLOPE 14" PER

FT. EXTEND TO EXISTING SEPTIC TANK

LOCATION APPROXIMATELY ±60'.

SLEEVE FOR NEW WATER

SUPPLY. (BY G.C.)

3" F.D.

3" F.D.

HWH

4" Ø SCHEDULE 40 PVC.

SLOPE 14" PER FT.

C.O.

HOSE BIBB

(FROST PR

OOF)

EXTEND TO NEW WELL LOCATION

UNDER SEPERATE CONTRACT.

PROPOSED EXTERIOR CLEANOUT LOCATION AND TURN DOWN

SANITARY LINE AS REQUIRED BY GRADE TO ACCOMODATE A

SLOPE MINIMUM 14" PER FT. TO CONNECT INTO EXISTING

SEPTIC TANK/LINE AT SAME INLET INVERT ELEVATION.

W21 W21

B24B24

MECHANICAL

UTILITY AREA -ELEVATION "A"

BATH

FRP WALL FINISH. EXTEND

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

METAL SIDING ON WALL

ABOVE FRP. (WHITE)

4" VINYL COVE BASE.

SUSPENDED A.C.T.

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

4" VINYL COVE BASE.

FRP WALL FINISH.

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

6' -0

4' -0

2' -1

0"

METAL SIDING ON WALL

ABOVE FRP. (WHITE)

FRP WALL FINISH. EXTEND

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

CLOSET SHELF AND ROD.

(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.

ONE-PIECE FIBERGLASS SHOWER

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

SHOP AREA/BATH -ELEVATION "B"

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

B24

W2130

4' -6

1' -8

"8"

3' -0

2' -1

0"

W2130

FRP WALL FINISH. EXTEND

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

4" VINYL COVE BASE.

WINDOW UNIT PICTURED

FRAME WITH WOOD OR

AZEK TRIM.

BATH -ELEVATION "C"

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

W15

B18

W15

B18SB24

分

秒

分

秒

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

OFFICE/BREAK ROOM -ELEVATION "E"

REF

N.I.C.

MICROWAVE

N.I.C.

4" VINYL COVE BASE.

2'-0"

4' -0

3' -0

8"

SUSPENDED A.C.T. CEILING

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

FRP WALL FINISH. EXTEND

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

4" VINYL COVE BASE.

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

BATH -ELEVATION "D"

PENNSYLVANIA GAME COMMISSION

REVISIONS

PLUMBING FLOOR PLAN, ELEVATIONS & DETAILS

PROJECT NO.

DATE:

SHEET NO. P-1

DRAWN BY:

BEDFORD COUNTYHARRISON TOWNSHIPSTATE GAME LANDS # 048

PGC-048-21-02

11/14/2022

M. SPOTTS

NEW 40' x 80' CREW HEADQUARTERS BUILDING

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REGISTERED

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ENGINEER

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AUSTIN D. KIEFFER

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PROFESSIONAL

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

200 AMP

ELEC. PANEL

GFI

NEW CREW BUILDING - ELECTRICAL PLAN

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

NORTH

PROJECT

NORTH

TRUE

NORTH

B

B

B

B

B

B

OVERHEAD DOOR LIFT RECEPTACLES

TO BE MOUNTED AT DOOR HEADER

HEIGHT,

GFI

S3 S3

S3 S3

S3 S3

S

D

BB

BB

B wr-gfi

S4 S4

S3 S3

S4 S4

S3 S3 S

GFI

GFI ABOVE

wr-gfi

D

S3oc

REF.

N.I.C.

A

A

S3oc

ABOVE

GFIGFI

GFI

F

Soc S

Soc

GFI

GFI

GFI

C

S

A

WASHER

N.I.C.

DRYER

N.I.C.

GFI

OUTSIDE

UNIT

2' -0

2'-0"

U.G. ELECTRICAL SERVICE FROM

EXISTING POLE MOUNTED

TRANSFORMER.

GFIHWH

P ps

HVAC UNIT

DIRECT BURIAL CABLE FEED FOR

WELL PUMP.

EQUIPMENT STORAGE

SHOP AREA

MECHANICAL

BATH

OFFICE/BREAK

1,3

285,7

6,8

9,11 10,12

13,15 14,16

30 32

D

S E

E

E

G

(door open)

PROVIDE SCHEDULE 40 1 14" Ø

ELECTRICAL CONDUIT 90°

SWEEP FOR FUTURE

VOICE/DATA. COMPLETE WITH

CAPS AT BOTH ENDS.

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 10' 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.

FIXTURE TYPE

SECURITY MOTION, WALL MOUNT/OUTSIDE UNIT

MARK MODEL

QTY

2' X 4' LED PANEL

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

HEATH ZENITH SL-5630-BZ

SIMKAR LDP2450L40U1

2' INTEGRATED LED WALL MOUNT VANITY LIGHT (18 WATT)1 LITHONIA FMVTSL 3000K

e d c b a

SHOP RECEPTACLES W/GFIC PROTECTION

SERVICE FEEDER SIZE: 2-#4/0 & 1-#2 AL

220 VOLT OUTLET (AIR COMPRESSOR)

200 AMP Main Service BreakerCircuit No. Poles Amps Circuit Breakers

No./Size Wiring

3 - #6

3 - #10

3 - #10

3 - #12

EQUIPMENT STORAGE LIGHTING20

EQUIPMENT STORAGE RECEPTACLES W/GFIC PROTECTION

OFFICE, RESTROOM, & MECH. LIGHTING

1 20

402 HVAC OUTSIDE UNIT 3 - #8

WORK SHOP GENERAL LIGHTING

UTILITY GFI RECEPTACLES

LOAD CENTER: 200A SERVICE PANEL SCHEDULE

VOLTAGE: 240/120V

SPARE SPACES

1,3

2,4

5,7

6,8

9,11

10,12

13,15

SPARE

REFRIGERATOR

OFFICE RECEPTACLES

BREAK, RESTROOM GFI RECEPTACLES

MICROWAVE20

CLOTHES WASHER RECEPTACLE

EQUIPMENT STORAGE RECEPTACLES W/GFIC PROTECTION20

SHOP RECEPTACLES W/GFIC PROTECTION201 3 - #12

1 20

2 30 MECHANICAL ROOM DRYER RECEPTACLE

3 - #12

3 - #10

3 - #12

3 - #12

3 - #12

3 - #12

3 - #12

3 - #12

3 - #12

3 - #12

3 - #12

3 - #12

3 - #12

* Match receptacle to welder

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

RECEPTACLE & SWITCH MOUNTING HEIGHTS

HVAC INSIDE AIR HANDER UNIT

GARAGE DOOR OPENER RECEPTACLES

WELL PUMP

LIGHTING FIXTURE SCHEDULE

SERVICE PANEL RECEPTACLE 3 - #12

PANEL SCHEDULE NOTES:

1.

2.

3.

4.

5.

220 VOLT OUTLET (WELDER)2 50

36 - 42

14,16

3 - #10

Verify w/ M.C.

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

MICROWAVE 66"

WASHER 36"

DRYER 36"

OFFICE RECEPTACLES AND TELEPHONE 18"

ALL SWITCHES AND OTHER RECEPTACLES 48"Size

Conduit

1-1/4"

1-1/4"

1"

3/4" 3/4" 3/4"

3/4" 3/4" 3/4"

3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4" 3/4"

3/4"

Verify

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-gfiWATER HEATER201 3 - #12 3/4"

F 1 2' X 2' LED PANEL SIMKAR LDP2240L40U1

G 1 110 CFM, CEILING MOUNT EXHAUST FAN BROAN AER110K

20117 WATER CONDITIONING EQUIPMENT 3 - #12 3/4"

19 3 - #12201 GAS HEATER 3/4"

3/4"

6.

SPARE

7.

3' -0

M

IN

IM

UM

6"

UNDERGROUND SERVICE DETAIL

NO SCALE

ELBOW 3" PVC SCHEDULE 40,

ELECTRICAL GRADE.

DETECTABLE RED (ELECTRICAL)

WARNING RIBBON/TAPE 12"

ABOVE SERVICE LATERAL PER

NEC 300.5(D) 3.

5' -0

3" CONDUIT

SCHEDULE 80

METER

SOCKET.

CONDUIT STRAP PER NEC.

SLIP JOINT CONDUIT.

#4 SOLID WIRE.

GROUND ROD $ WIRE PER

POWER COMPANY AND NEC 250.

PENNSYLVANIA GAME COMMISSION

ELECTRICAL FLOOR PLAN, SCHEDULES & DETAILS

REVISIONS PROJECT NO.

SHEET NO. E-1

DRAWN BY:

BEDFORD COUNTYHARRISON TOWNSHIPSTATE GAME LANDS # 048

PGC-048-21-02

3/1/2023

M. SPOTTS

NEW 40' x 80' CREW HEADQUARTERS BUILDING

DATE:

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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