SGL 322 Storage Building Construction Drawings Set.pdf
PDF 3 MB Posted
- Attached to
- 23WHM SGL 322 New 50X80 Building-ELEC
- Solicitation number
- 6100066402
- Issued by
- Indiana County, Harveys Lake Borough, Pennsylvania
About this file
This file consists of construction drawings for the Pennsylvania Game Commission (PGC) detailing two interconnected projects at State Game Lands No. 322 in Logan Township, Huntingdon County, Pennsylvania: a new 50' x 80' storage building (Project PGC-322-25-01) and electrical upgrades to the existing crew headquarters building (Project PGC-322-25-02). The new storage building project encompasses general construction and electrical work, featuring a 4,000 square foot pole structure designed to house vehicles, excavation equipment, implements, and tools necessary for maintaining state game land grounds and roadways. The building is classified as Use and Occupancy Group S-1 (moderate hazard storage) under the International Building Code 2018 edition, with construction type VB, one story, no basement, and no fire suppression system required. The project includes a concrete floor slab with perimeter insulation, metal siding and roofing, two overhead garage doors (12' x 12' and 16' x 12'), one personnel entry door, electrical service with a 200-amp disconnect, and associated site work including parking/staging areas, stormwater management with French drains, and utility extensions. Electronic bids were scheduled to be opened on Thursday, August 6, 2026 at 2:00 PM at the Division of Contracts and Procurement in Harrisburg, Pennsylvania.
The electrical work includes furnishing and installing solid copper conductors with minimum wire sizes specified based on circuit lengths to maintain NEC voltage drop limits, grounding and bonding systems compliant with NFPA 70 and UL 467, and all necessary hangers and supports meeting flame rating and self-extinguishing requirements. The electrical service feeds to the new storage building originate from a new 200-amp disconnect located on the existing crew building, with underground service distribution via two 2.5-inch Schedule 80 conduits extending approximately 150 feet from the existing building to the new structure. The existing crew building upgrades (Project PGC-322-25-02) include installation of a new 400-amp meter base and related electrical infrastructure to support the expanded electrical demands. Site work requirements include soil erosion and sedimentation control measures, maintenance of existing drainage facilities, restoration of disturbed areas with seeding and mulching, mud removal from construction vehicles, utility coordination with PA One Call compliance per Act 287, and work conducted in accordance with PennDOT and local municipality requirements. The project specifications reference the National Electrical Code (latest edition) and all applicable UCC building codes and regulations.
View the file
Other files
| File | Type | Posted |
|---|---|---|
| Terms and conditions.pdf | ||
| SGL 322 Storage Building Construction Specifications (1).pdf | ||
| Worker Protection Form .docx | DOCX document | |
| GSPUR-89 Reciprocal_Limitations_Act_Reqirements.docx | DOCX document | |
| Bid Notice-SGL-322.pdf |
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Text version
PENNSYLVANIA GAME COMMISSION
PROJECT NO. PGC-322-25-01
STATE GAME LANDS #322
NEW 50' x 80' STORAGE BUILDING
LOGAN TOWNSHIP, HUNTINGDON 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.
CS-1 COVER SHEET
SP-1 EXISTING SITE PLAN
SP-2 PROPOSED SITE PLAN
A-1 FLOOR PLAN & DOOR SCHEDULE
A-2 ELEVATIONS & DETAILS
A-3 WALL SECTION & DETAILS
E-1 ELECTRICAL FLOOR PLAN, SCHEDULES & DETAILS
DRAWING INDEX
COVER SHEET
CS-1
PROJECT LOCATION PLAN
NOT TO SCALE
PROJECT LOCATION
STATE GAME LANDS No.322
8877 PETERSBURG PIKE
PETERSBURG, PA 16669
HUNTINGDON COUNTY
= GEO N40.549378, -78.005223°WPROJECT LOCATION
STATE GAME LANDS No.322
8877 PETERSBURG PIKE
PETERSBURG, PA 16669
PROJECT MAP
NOT TO SCALE
BUILDING CODE SUMMARY
Code: International Building Code, 2018 edition
Scope:Construction of a new 50' X 80' storage building on State Game Lands No.
322 in Logan Township, Huntingdon County. The new storage building will house vehicles, excavation equipment, implements and tools necessary for maintaining state game land grounds and roadways.
Summary:
Use & Occupancy Group: 3.11.2 S-1, Building used for Moderate hazard Storage Construction Type: VB (Table 601) New Building Area: 4,000s.f.
Allowable Area: 9,000 s.f. (Table 506.2) Building Stories: 1 Story, No basement, Allowable Stories: 1 (504.4) Fire Protection: No fire suppression, not required.
Fire Extinguishers: Units of “A” = 4,000 / 1,500 = 2.67 ~ 3 (Table
906.3(1)) Fire extinguishers shall be provided at each of the two building exits and one located along the back wall in the middle.
Occupant Load: Storage, Occupancy Factor = 300 gross 4,000 S.F./300 = 13.33 = 14 persons
Egress Width: 14 x 0.2 inches = 2.8 inches min. (1005.3.2).
Means Of Egress: 2 Exits provided = 72 inches; 1 required (1007.1,1 Table
1015.1).
Truss Design Criteria: Roof trusses must have a roof load rating of 42.5 lbs/ SF ground snow load (snow load factor of 0.7) and a (Risk Category II) wind load rating of 25 lbs/SF and wind speed rating of 115 MPH minimum.
Accessibility: Not required, per building use and occupancy requesting exemption/variance from PA L&I, A.A.B.
Energy Efficiency: Building/structure will not be heated or air conditioned.
Low-Energy Building. (IECC)(C402.1.1)
PENNSYLVANIA GAME COMMISSION
HUNTINGDON COUNTY
PGC-322-25-01PROJECT NO.
DATE:
SHEET NO.
LOGAN TOWNSHIPSTATE GAME LANDS # 322
REVISIONS
NEW 50' x 80' STORAGE BUILDING
DRAWN BY:
3/5/2026
M. SPOTTS
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EXISTING GAME COMMISSION
ACCESS ROAD
SITE PLAN
SCALE: 1" = 20'-0"
EXISTING CREW
HDQ. BUILDING
F.F. ELEV. 1070.75'
s s w w w w t t E
E
APPROXIMATE LOCATION
OF EXISTING WELL.
APPROXIMATE LOCATION OF PAD
MOUNTED TRANSFORMER BY
VALLEY RURAL ELECTRIC.
5273111, N7463U,Z
APPROXIMATE LOCATION OF
EXISTING UG ELECTRIC SERVICE
& TELEPHONE/DATA LINE.
APPROXIMATE LOCATION OF EXISTING
SEPTIC HOLDING TANK & SAMITARY LINE
EXTENDED FROM BUILDING.
EXISTING STONED
STORAGE AREA
EXISTING STONED
STORAGE AREA
EXISTING SITE PLAN
SP-1
OVERALL EXISTING SITE PLAN
NOT TO SCALE
PE
TE
RS
BU
RG
P
IK
E
POND
EXISTING
SB#87
PGC
ACCESS
ROAD
PGC
ACCESS
ROAD
PROJECT VICINITY MAP
NOT TO SCALE
Site
STONE
PARKING
AREA
EXISTING
CREW
HEADQUARTERS
BUILDING
SB#889
EDGE OF
EXISTING
CLEARED
FOREST
PENNSYLVANIA GAME COMMISSION
HUNTINGDON COUNTY
PGC-322-25-01PROJECT NO.
DATE:
SHEET NO.
LOGAN TOWNSHIPSTATE GAME LANDS # 322
REVISIONS
NEW 50' x 80' STORAGE BUILDING
DRAWN BY:
3/5/2026
M. SPOTTS
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ENGINEER
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PROFESSIONAL
STANDARD CONSTRUCTION DETAIL #4-1
COMPOST FILTER SOCK
TOPSOIL / DEBRIS STOCKPILE
COMPOST SOCK WASHOUT DETAIL
MAINTENANCE OF E&S CONTROL DEVICES
PROPOSED
NEW CREW BUILDING
4,000 S.F.
F.F. ELEV. 1073.75'
60'-0"
'-0
50'-0"
'-0
EXISTING GAME COMMISSION
ACCESS ROAD
SITE PLAN
SCALE: 1" = 20'-0"
EXISTING CREW
HDQ. BUILDING
F.F. ELEV. 1070.75'
s s w w w w t t
E
E
APPROXIMATE LOCATION
OF EXISTING WELL.
APPROXIMATE LOCATION OF PAD
MOUNTED TRANSFORMER BY
VALLEY RURAL ELECTRIC.
5273111, N7463U,Z
APPROXIMATE LOCATION OF
EXISTING UG ELECTRIC SERVICE
& TELEPHONE/DATA LINE.
APPROXIMATE LOCATION OF EXISTING
SEPTIC HOLDING TANK & SAMITARY LINE
EXTENDED FROM BUILDING.
EXISTING STONED
STORAGE AREA
EXISTING STONED
STORAGE AREA
'-0
±50'-0"
ALIGN WITH EXISTING
EDGE OF STONE AREA
e e e eAL
IG
N
'-0
S W A L E
S W A L E
APPROXIMATE LOCATION OF
COCNCRETE WASHOUT AREA.
G.C. TO INSTALL PER DETAIL AND
PROVIDE REMOVAL AND SITE
REMEDIATION AS REQUIRED.
LIMIT OF
DISTURBANCE.
LIMIT OF
DISTURBANCE.
REMOVE EXISTING STUMPS /STRIP
TOPSOIL MINIMUM 10" AS
REQUIRED FOR EXPANSION OF
PARKING/STAGGING AREA AROUND
NEW BUILDING.
PROVIDE STONE PARKING AREA
WITH 4" THICK LAYER OF
COMPACTED 2A COURSE
AGGRGRATE OVER 6" COMPACTED
3A SUBBASE MATERIAL.
4" SCHEDULE 40 PVC DRAIN
LEADER EXTENDED APPROX. 60'-0"
FROM BUILDING. DISCHARGE TO
GRADE ON STONE RIPRAP AND
PROVIDE RODENT SCREEN.
COMPOST
FILTER
SOCK
NEW UNDERGROUND (U.G.) ELECTRIC
SERVICE IN 2 12"" Ø SCHEDULE 40
CONDUIT EXTENDED FRON NEW 200
AMP DISCONNECT TO EXISTING
SB#838 BUILDING. (APPROX. 150')
4" PVC SDR PREFORATED 35
DRAIN PIPING IN FRENCH DRAIN.
PROVIDE POSITIVE SLOPE 18":12"
AS INDICATED BY DIRECTIONAL
ARROWS. SEE DETAIL.
4" PVC SDR PREFORATED 35
DRAIN PIPING IN FRENCH DRAIN.
PROVIDE POSITIVE SLOPE 18":12"
AS INDICATED BY DIRECTIONAL
ARROWS. SEE DETAIL.
0'
-0
6" PVC SDR PREFORATED 35 DRAIN PIPING IN
FRENCH DRAIN. EXTEND APPROXIMATE 150' AND
DISCHARGE TO GRADE ON STONE RIP RAP.
PROVIDE POSITIVE SLOPE 18":12" AS INDICATED
BY DIRECTIONAL ARROWS. SEE DETAIL.
4" PVC SDR 35 DRAIN PIPING
COMPLETE WITH PVC BOOT. TIE
IN NEW AND EXISTING
DOWNSPOUTS AS REQUIRED.
TYPICAL FOR (4) LOCATIONS.
PATH OF TRAVEL LEADING FROM NEW STORAGE
BUILDING TO EXISTING CREW BUILDING , FOR
THE USE OF TOILET FACILITY AND SERVICE SINK
IS APPROX. 120', TO COMPLY WITH IBC
SECTION [P] 2902.2.3.3 LOCATION OF TOILET
FACILITES FOR THE SITE.
TOPSOIL STOCKPILE
WITH COMPOST FILTER
SOCK AS APPLICABLE.
1'-6"
MIN.
FRENCH DRAIN PIPE DETAIL
SCALE: 1" = 1'-0"
1'
-6
6"
1' -0
M
IN
FULLY WRAP/ENCASE AROUND THE DRAIN
PIPE AS INDICATED WITH GEOTEXTILE FILTER
CLOTH/FABRIC.
BACKFILL TOP OF TRENCH OPENING WITH
CLEAN 2B STONE COMPACTED TO ALIGN
WITH EXISTING STONE PARKING/DRIVE
ELEVATION.
PROVIDE CLEAN 2B STONE BEDDING AND
BACKFILL AROUND NEW DRAIN PIPE.
4" OR 6" PVC SDR PREFORATED 35 DRAIN
PIPING AS INDICATED. INSTALL WITH
PREFORATION OPENING(S) FACING UPWARD
AND PROVIDE POSITIVE SLOPE 18":12".
NOTE:
GENERAL CONTRACTOR/EXCAVATOR
TO FIELD VERIFY EXACT OVERALL
DEPTH OF TRENCH/DRAIN AS
REQUIRED BY EXISTING GRADES.
PROPOSED SITE PLAN
SP-2
PENNSYLVANIA GAME COMMISSION
HUNTINGDON COUNTY
PGC-322-25-01PROJECT NO.
DATE:
SHEET NO.
LOGAN TOWNSHIPSTATE GAME LANDS # 322
REVISIONS
NEW 50' x 80' STORAGE BUILDING
DRAWN BY:
3/5/2026
M. SPOTTS
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ENGINEER
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AUSTIN D. KIEFFER
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PROFESSIONAL
606607606605604603602601 601602603604605
4' -1
2"
8' -0
8'
-0
8' -0
8'
-0
4' -1
2"
7'-1012" 17'-15 8" 13'-15
8" 13'-15 8" 13'-15
8"
'-0
5'-0"
3' -41
2"
R.
O.
A
A
SL
OP
E
SL
OP
E
SL
OP
E
SL
OP
E
SLOPE
SLOPE SL
OP
E
SLOPE
SL
OP
E 1 4":
" M
IN
SL
OP
E 1 4":
" M
IN
SL
OP
E 1 4":
" M
IN
SL
OP
E 1 4":
" M
IN
SL
OP
E 1 4":
" M
IN
ALIGN CONCRETE PAD
WITH FINISHED FLOOR
ELVEVATION.
EQUIPMENT STORAGE
AGRICULTURAL EQUIPMENT/IMPLEMENTS, SEEDS
(INSULATED BUT NOT HEATED)
F.E.
F.E.
8' -0
12'-0"
ROUGH OPENING
12'-0"
ROUGH OPENING
12'-0"
ROUGH OPENING
16'-0"
ROUGH OPENING
CC CD 4'
-1
2"
8' -0
8'
-0
8' -0
8'
-0
8' -0
4'
-1
2"
SL
OP
E
7'-1012"
'-9
OU
T
T O
OU
T
PO
ST
S
5' -0
79'-9"
SLOPE
SL
OP
E
A-3
FLOOR PLAN
SCALE: 1/4" = 1'-0"
NO
RT
H
PROJECT
NORTH
TRUE
NORTH
NOTE:
DIMENSIONS ARE TO ROUGH FRAMING
6" Ø X 36" H. CONCRETE FILLED STEEL PIPE BOLLARD.
(PAINTED YELLOW OR HDP YELLOW BOLLARD SLEEVE),
COMPLETE WITH SLOPED BASE. TYPICAL.
6" Ø X 36" H. CONCRETE FILLED STEEL PIPE BOLLARD.
(PAINTED YELLOW OR HDP YELLOW BOLLARD SLEEVE),
COMPLETE WITH SLOPED BASE. TYPICAL.
SAW CUT CONTROL JOINTS
(TYPICAL).
SAW CUT CONTROL JOINTS
(TYPICAL).
PROVIDE 6" LAYER OF 2B STONE BUFFER
AROUND ENTIRE PERIMETER OF BUILDING AS
INDICATED. SLOPE FINISHED GRADE OF STONE
AWAY FROM STRUCTURE 14":12" MIN.
PROVIDE 6" LAYER OF 2B STONE BUFFER
AROUND ENTIRE PERIMETER OF BUILDING AS
INDICATED. SLOPE FINISHED GRADE OF STONE
AWAY FROM STRUCTURE 14":12" MIN.
POLYCAST PREFABRICATED MODULAR
PRE-SLOPED TRENCH DRAIN SYSTEM.
SEE SPECIFICATIONS AND DETAIL.
ISOLATION JOINT TYPICAL
AROUND TRENCH DRAIN.
ISOLATION JOINT TYPICAL
AROUND TRENCH DRAIN.
4" SCHEDULE 40 PVC DRAIN LEADER.
EXTEND APPROXIMATELY 60'-0", FROM
EXTERIOR OF BUILDING TO DAYLIGHT
AND DISCHARGE . COMPLETE WITH
RODENT SCREEN.
ALIGN CONCRETE PAD
WITH FINISHED FLOOR
ELEVATION.
ALIGN CONCRETE PAD
WITH FINISHED FLOOR
ELEVATION.
2" THICK X 4'-0" R-10 RIGID
POLYSTYRENE INSULATION TYPICAL
SROUND ENTIRE PERIMETER OF
BUILDING.
DIAGONAL BRACE
1 EACH SIDE @ OPPOSITE ANGLES
3-PLY 2"X6"X16' (TYPICAL EACH CORNER)
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.
A-3
7'-1012" 8'-0" 8'-0" 8'-0" 8'-0" 8'-0" 7'-1012"
7'-512"
3'-412"
R.O.
F.E.
SLOPE
14 ":12" M
IN.
16'-0"
ROUGH OPENING
17'-15 8" 6'-103
8"
6" Ø X 36" H. CONCRETE FILLED STEEL
PIPE BOLLARD. (PAINTED YELLOW OR
HDP YELLOW BOLLARD SLEEVE),
COMPLETE WITH SLOPED BASE. TYPICAL.
CONCRETE APRON AS INDICATED ON
THE DRAWINGS FOR PASS-THRU
OVERHEAD DOOR ACCESS.
20'-0"5' -0
EL
EC
. P
AN
EL
10"
GENERAL CONTRACTOR TO PROVIDE
2" X FRAMING WITH 34" THICK X 4' X 4' PLYWWOD
MOUNTING BOARD FOR LOCATION OF NEW
ELECTRICAL PANEL. VERIFY EXACT HEIGHT AND
LOCATION IN FIELD WITH ELECTRICAL
CONTRACTOR.
6" Ø X 36" H. CONCRETE FILLED STEEL
PIPE BOLLARD. (PAINTED YELLOW OR HDP
YELLOW BOLLARD SLEEVE), COMPLETE
WITH SLOPED BASE. TYPICAL.
10"
6" Ø X 36" H. CONCRETE FILLED
STEEL PIPE BOLLARD. (PAINTED
YELLOW OR HDP YELLOW
BOLLARD SLEEVE), COMPLETE
WITH SLOPED BASE. TYPICAL.
DOOR SCHEDULE
A 3'-0'' 7'-0'' 1-3/4''
TYPE 1
RHR1 1
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
B
12'-0'' 12'-0'' 3SEE SPECIFICATIONS2 INSULATED SECTIONAL OVERHEAD DOOR
3'-0'' 7'-0'' 1-3/4'' LH1 1
MARK TYPE WIDTH HGT. THK. HAND QTY. REMARKS
C
D 16'-0'' 12'-0'' 1SEE SPECIFICATIONS2 INSULATED SECTIONAL OVERHEAD DOOR
M
AX
TYPE 2
INSULATED CORE W/ GLASS, PANIC EXIT DEVICE, CLOSER
FLOOR PLAN & DOOR SCHEDULE
A-1
PENNSYLVANIA GAME COMMISSION
HUNTINGDON COUNTY
PGC-322-25-01PROJECT NO.
DATE:
SHEET NO.
LOGAN TOWNSHIPSTATE GAME LANDS # 322
REVISIONS
NEW 50' x 80' STORAGE BUILDING
DRAWN BY:
3/5/2026
M. SPOTTS
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4' -0
3'-0" X 7'-0" EXTERIOR
DOOR. (PAINTED WHITE)
RIDGE VENT/CAP
INTEGRAL WITH METAL
ROOFING. (GREEN)
RIBBED METAL ROOFING
SNOW RAIL (GREEN)
ALUMINUM GUTTER AND
DOWNSPOUT (GREE).
RIBBED METAL SIDING
ALUM. DOWNSPOUT
CONNECT DOWNSPOUT
TO BOOT & LEADER
12'-0" WIDE X 12'-0" HIGH
GARAGE DOOR, TYPICAL
(WHITE)
16'-0" WIDE X 12'-0" HIGH
GARAGE DOOR. (WHITE)
6" Ø CONCRETE FILLED
STEEL PIPE BOLLARD.
(PAINTED YELLOW)
SCALE: 1/8" = 1'-0"
LEFT ELEVATION
SCALE: 1/8" = 1'-0"
FRONT ELEVATION
ALUM. DOWNSPOUT
CONNECT DOWNSPOUT
TO BOOT & LEADER
green tan green green tan
PRE-FABRICATED
CONCRETE SPLASH
BLOCKS. (TYP.)
6" Ø CONCRETE FILLED
STEEL PIPE BOLLARD.
(PAINTED YELLOW) OR HDP
YELLOW BOLLARD SLEEVE.
RIDGE VENT/CAP
INTEGRAL WITH METAL
ROOFING. (GREEN)
RIBBED METAL ROOFING
SNOW RAIL (GREEN)
ALUMINUM GUTTER AND
DOWNSPOUT (GREEN).
RIBBED METAL SIDING
SCALE: 1/8" = 1'-0"
RIGHT SECTION
SCALE: 1/8" = 1'-0"
REAR SECTION
1' -1
0" 2'
-0
2' -0
2'
-0
2' -0
2'
-0
1' -1
1"
'-9
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FO
R
TR
US
SE
S.
2'-0"
OVERHANG TYPICAL
FOR EAVES
SCALE: 1/8" = 1'-0"
TYPICAL SECTION - STORAGE BUILDING
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".
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"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
NOTES:
1. TYPICAL DETAIL FOR GARAGE DOOR
WIDTHS UP TO 14' WIDE.
2. PROVIDE R-20 BATT INSULATION
BETWEEN HEADERS IN HEATED BAYS.
SCALE: 1" = 1'-0"
GARAGE DOOR FRAMING DETAIL
4" X 16" TRUSS SEAT (EACH
SIDE OF POST). NOTCH LVL
INTO POST. (SEE DETAIL)
2"X 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.
(3) 516" X 4" GRK RSS SCREWS
OR
(3) 4" STRONG DRIVE SDWS TIMBER SCREWS
(5) 516" X 4" GRK RSS SCREWS
OR
(5) 4" STRONG DRIVE SDWS TIMBER SCREWS
NOTES:
1. TYPICAL DETAIL FOR GARAGE DOOR
WIDTHS 16' WIDE.
2. PROVIDE R-20 BATT INSULATION
BETWEEN HEADERS IN HEATED BAYS.
2'-0"
OVERHANG
EAVES
HURRICANE TIE-DOWN ANCHORS H25A.
SEEMLESS ALUM. GUTTER
OVER METAL CLAD 2"x6"
FASCIA BOARD. (GREEN)
4" X 16" LVL HEADER/TRUSS
SEAT (EACH SIDE OF POST).
NOTCH POSTS ± 14" AS REQUIRED
TO RECEIVE LVL AS INDICATED.
ALUMINUM FULLY VENTED
SOFFIT (GREEN).
"J" CHANNEL TRIM PIECES.
DRIP EDGE.
2"X6" BOTTOM PURLIN.
26 GAUGE METAL ROOFING OVER PRODEX
INSULATION OVER 2"X4" PURLINS SPACED @
24" O.C..(GREEN)
NOTE:
TRUSS DESIGNED W/ 8" ENERGY HEEL. DESIGN
INFORMATION TO BE DEFERRED.
(5) 516" X 4" GRK RSS SCREWS
OR
(5) 4" STRONG DRIVE SDWS
TIMBER SCREWS
112"
RIBBED METAL SIDING OVER PRODEX
INSULATION OVER 2"X4" HORIZONTAL
GIRTS.(BEIGE/BROWN)
"J" CHANNEL TRIM PIECES.
PVC GARAGE DOOR
WEATHERSTRIPPING/SEAL (WHITE)
ALUMINUM METAL CLAD TRIM. (WHITE) TYPICAL AT
ALL JAMB AND HEAD OF OVERHEAD DOORS.
OVERHEAD GARAGE DOOR
COMPLETE WITH TRACK
ASSEMBLY.
2" X WOOD INFILL HEADER AS
REQUIRED. SECURE TO POSTS
WITH (2) APPROVED FASTNERS.
SCALE: 1" = 1'-0"
GARAGE DOOR HEAD DETAIL
NOTES:
1. TYPICAL DETAIL FOR GARAGE DOOR
WIDTHS 16' WIDE.
SL
OP
E 1 8" : 1
2"
SCALE: 1/2" = 1'-0"
DETAIL AT ENTRY DOOR
4"
PROVIDE 12" EXP. JOINT MATERIAL BETWEEN
SLAB AND APRON. PIN TOGETHER WITH (3) #5
REBARS 12" LONG EQUAL. SPACED.( TYPICAL
AROUND THE ENTIRE PERIMETER OF BUILDING
WHERE CONCRETE APRON AND/OR DOOR
ENTRY SLABS ARE INDICATED)
1' -3
512"
TYP.
1'-6"
LANDING
OVERHEAD GARAGE DOOR AND
TRACK ASSEMBLY MOUNTED TO 2" X
FRAMING AS REQUIRED.
SL
OP
E
11 2"
6" Ø X 36" H. CONCRETE FILLED
STEEL PIPE BOLLARD. (PAINTED
YELLOW OR HDP YELLOW
BOLLARD SLEEVE), COMPLETE
WITH SLOPED BASE. TYPICAL.
3-PLY LAMINATED POSTS
(TYPICAL)
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.
INSULATED ENTRY DOOR WITH
HOLLOW METAL FRAME, ALUMINUM
THRESHOLD AND BRUSH SEAL.
ELEVATIONS & DETAILS
A-2
PENNSYLVANIA GAME COMMISSION
HUNTINGDON COUNTY
PGC-322-25-01PROJECT NO.
DATE:
SHEET NO.
LOGAN TOWNSHIPSTATE GAME LANDS # 322
REVISIONS
NEW 50' x 80' STORAGE BUILDING
DRAWN BY:
3/5/2026
M. SPOTTS
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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. 2B SUB 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. 2B SUB 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) OR
HDP YELLOW BOLLARD SLEEVE.
CONCRETE BOLLARD
FOOTING/BASE.
SLOPE CONCRETE AROUND BASE OF
COLUMN AS REQUIRED FOR RUNOFF.
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LA
SH
BO
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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
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AB
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" 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. 2B SUB 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. 2B COMPACTED 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. 2B COMPACTED SUB BASE.
6" (PENNDOT CLASS AA 3500)
CONCRETE SLAB WITH FIBER
REINFORCEMENT OVER 10 MIL.
POLYETHYLENE VAPOR BARRIER OVER 4"
MIN. THK. 2B COMPACTED SUB BASE.
6" (PENNDOT CLASS AA 3500)
CONCRETE SLAB WITH FIBER
REINFORCEMENT OVER 10 MIL.
POLYETHYLENE VAPOR BARRIER OVER 4"
MIN. THK. 2B COMPACTED SUB BASE.
SLOPE 14" :12" MIN.
SLOPE 14" :12" MIN.
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).
NOTE: PLUMBING CONTRACTOR
RESPONSIBLE FOR TRENCH DRAIN
MATERIAL, PINNING AND WET BED SET.
ALL OTHER CONCRETE WORK TO BY
GENERAL CONTRACTOR.
SCALE: 3" = 1'-0"
DETAIL AT POSTS
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 SECTION & DETAILS
A-3
PENNSYLVANIA GAME COMMISSION
HUNTINGDON COUNTY
PGC-322-25-01PROJECT NO.
DATE:
SHEET NO.
LOGAN TOWNSHIPSTATE GAME LANDS # 322
REVISIONS
NEW 50' x 80' STORAGE BUILDING
DRAWN BY:
3/5/2026
M. SPOTTS
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PROFESSIONAL
GENERAL ELECTRICAL NOTES:
1. FURNISH AND INSTALL SOLID COPPER CONDUCTORS AS SPECIFIED; NO ALUMINUM AND NO STRANDED. MC CABLE IS
APPROVED FOR ALL HOME RUN CIRCUITS IF NEATLY INSTALLED.
2. ALL CONDUCTORS FOR 120V CIRCUITS OVER 100' IN LENGTH SHALL BE MINIMUM #10AWG. ALL CONDUCTORS FOR 120V CIRCUITS OVER 150' IN LENGTH SHALL BE MINIMUM #8AWG. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF FINAL CIRCUIT LENGTHS AND CORRESPONDING WIRE SIZE TO ENSURE VOLTAGE DROP IS MAINTAINED WITHIN NEC LIMITS.
3. ALL WORK SHALL BE PERFORMED AS REQUIRED BY APPLICABLE SECTION OF THE NATIONAL ELECTRICAL CODE (NEC), LATEST EDITION, AND ALL GOVERNING UCC BUILDING CODES AND REGULATIONS.
4. PROVIDE GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS. ELECTRICAL COMPONENTS, DEVICES AND ACCESSORIES SHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70 AND COMPLY WITH UL 467 FOR GROUNDING AND BONDING MATERIALS AND EQUIPMENT. INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS ALL FEEDERS AND BRANCH CIRCUITS, LIGHTING CIRCUITS, RECEPTACLE CIRCUITS SINGLE PHASE MOTOR AND APPLIANCE BRANCH CIRCUITS, ARMORED AND METAL-CLAD CABLE RUNS AND AS REQUIRED BY NFPA 70.
5. PROVIDE ALL HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS, INCLUDING STEEL SLOTTED SUPPORT SYSTEMS, CONDUIT AND CABLE SUPPORT DEVICES, SUPPORTS FOR CONDUCTORS IN VERTICAL CONDUIT. HANGERS AND SUPPORTS SHALL HAVE A FLAME RATING OF CLASS 1 AND BE SELF-EXTINGUISHING ACCORDING TO ASTM D 635.
6. MOUNT COMBINATION EXIT/EMERGENCY LIGHTING UNITS TO THE LIGHTING BRANCH CIRCUIT IN THE ROOM IT IS SERVING
ON THE LINE SIDE OF ANY SWITCHES.
7. RECEPTACLES AND SWITCH MOUNTING HEIGHTS - 48" A.F.F.
FIXTURE TYPE
SECURITY PHOTOCELL, WALL MOUNT/OUTSIDE UNIT 18 WATT LED
MARK MODEL
QTY
EXIT & EMERGENCY COMBO LIGHT W/BATTERIES & REMOTE HEAD LITHONIA ECRLEDHO M6 W/ELA LED WP M12
SERVICE FEEDER SIZE: 4-#250kcmil
220 VOLT OUTLET (AIR COMPRESSOR)
400 AMP Main Service BreakerCircuit No. Poles Amps Circuit Breakers
No./Size Wiring
LOAD CENTER: 200A SERVICE PANEL SCHEDULE
VOLTAGE: 240/120V
1,3
2,4
5,7
1 20
* Match receptacle to welder
RECEPTACLE & SWITCH MOUNTING HEIGHTSLIGHTING FIXTURE SCHEDULE
PANEL SCHEDULE NOTES:
2 30
220 VOLT OUTLET (WELDER)2 50 3 - #6
ALL SWITCHES AND OTHER RECEPTACLES 48"
Size Conduit
1-1/4"
3/4"
3/4"
DUPLEX OUTLET, SPLIT CIRCUIT
JUNCTION BOX
TELECOMMUNICATIONS OUTLET
WATER PUMP
SWITCH, 3 WAY
50 AMP, 220 VOLT OUTLET,WELDER
HOME RUN/CIRCUIT #
DUPLEX OUTLET
ELECTRICAL WIRING SYMBOLS
GFI RECEPTACLE
P
PS
J
SWITCH
PRESSURE SWITCH
PHOTO CELL
S S
EXIT LIGHTING W/BATTERIES
SWITCH, 4 WAY4S
30 AMP, 220 VOLT OUTLET
30 AMP, 220 VOLT OUTLET (DRYER)
SWITCH, OCCUPANCY SENSORocS
GFI
(VERIFY TYPE & LOCATION WITH PGC)
GFI-WATER RESISTANT-RECEPTACLE
wr-gfi
DOOR LIFT RECEPTACLES
3 - #12 3/4"
SPARE SPACES14-42
220 VOLT OUTLET (WELDER)2 50 3 - #6 1-1/4"*
3 - #10 3/4"
STORAGE LIGHTING 3 - #12
STORAGE RECEPTACLES, EAST SIDE 3 - #12
3/4"STORAGE RECEPTACLES, SOUTH SIDE 3 - #12
3/4"STORAGE RECEPTACLES, WEST SIDE 3 - #12
3/4"STORAGE RECEPTACLES, NORTH SIDE 3 - #12
LITHONIA TWS LED P1 50K MVOLT PE DDB M4
LITHONIA CPHB AL022 or LITHONIA CPHB AL013 15000 LUMENS15.25" X 22" 4 LAMP LED HIGH BAY
NORTH
PROJECT
NORTH
TRUE
NORTH
3 - #12 3/4"
SCALE: 1/2" = 1'-0"
NEW STORAGE BUILDING FLOOR PLAN - ELECTRIC PLAN
SERVICE PANEL RECEPTACLE
(door open)(door open)(door open)(door open)
(door open)
2,4
GFI
a
S3S b wr-gfi c c c c wr-gfi a
S
S b
1,3 c c c c
GFI
GFI
5,7
GFI
wr-gfi wr-gfi b
G
GGGG
S
200 AMP
ELEC. PANEL
c c
UNDERGROUND POWER DIAGRAM DETAIL
NO SCALE
5' -0
3'
-0
M
IN
IM
UM
6"
NEW STORAGE BUILDING
CONDUIT STRAP PER NEC.
SLIP JOINT CONDUIT.
#4 SOLID WIRE.
GROUND ROD $ WIRE
PER POWER COMPANY
AND NEC 250.
2 12"" CONDUIT
SCHEDULE 80
SCHEDULE 80
CONDUIT BODY
ELBOW 2 12" PVC SCHEDULE
40, ELECTRICAL GRADE.
250 kcmil COPPER SERVICE FEED
FROM DISCONNECT TO NEW
STORAGE BUILDING.
DETECTABLE RED
(ELECTRICAL) WARNING
RIBBON/TAPE 12" ABOVE
SERVICE LATERAL PER NEC
300.5(D) 3.
TYPICAL ELECTRICAL TRENCH DETAIL
NO SCALE
EXISTING GRADE RESTORE EXISTING SURFACE
TO MATCH EXISTING
DETECTABLE RED (ELECTRICAL) WARNING
TAPE 12" ABOVE TOP OF NEW 3"Ø
ELECTRICAL CONDUIT
PENNDOT #2A COMPATED
AGGREGATE
AASHTO #10 CONDUIT BEDDING. (PROVIDE 12"
MINIMUM SEPARATION BETWEEN ELECTRIC AND
GAS LINES)
ONE (1) - NEW 2 12"" Ø SCHEDULE 80
CONDUIT TO NEW STORAGE BUILDING FROM
NEW 200 AMP DISCONNECT ON THE NEW
CREW HEADQUARTERS BUILDING
UNDISTURBED EARTH (TYP.)
6" 6"
3' -0
M
IN
IM
UM
/-4
4" 4"
ELECTRICAL FLOOR PLAN, SCHEDULES & DETAILS
E-1
PENNSYLVANIA GAME COMMISSION
HUNTINGDON COUNTY
PGC-322-25-01PROJECT NO.
DATE:
SHEET NO.
LOGAN TOWNSHIPSTATE GAME LANDS # 322
REVISIONS
NEW 50' x 80' STORAGE BUILDING
DRAWN BY:
3/5/2026
M. SPOTTS
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AUSTIN D. KIEFFER
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PROFESSIONAL
PENNSYLVANIA GAME COMMISSION
PROJECT NO. PGC-322-25-02
STATE GAME LANDS #322
EXISTING CREW BUILDING SB#889 ELECTRICAL UPGRADES
LOGAN TOWNSHIP, HUNTINGDON COUNTY, PENNSYLVANIA
CONTRACT NO. 1: GENERAL CONSTRUCTION
CONTRACT NO. 2: ELECTRICAL CONSTRUCTION
EXISTING GAME COMMISSION
ACCESS ROAD
SITE PLAN
SCALE: 1" = 20'-0"
EXISTING CREW
HDQ. BUILDING
SB#889
s s w w w w t t
E
E
APPROXIMATE LOCATION
OF EXISTING WELL.
APPROXIMATE LOCATION OF PAD
MOUNTED TRANSFORMER BY
VALLEY RURAL ELECTRIC.
5273111, N7463U,Z
APPROXIMATE LOCATION OF
EXISTING UG ELECTRIC SERVICE
& TELEPHONE/DATA LINE.
APPROXIMATE LOCATION OF EXISTING
SEPTIC HOLDING TANK & SAMITARY LINE
EXTENDED FROM BUILDING.
EXISTING STONED
STORAGE AREA
EXISTING CONCRETE
SLAB AND HVAC
CONDENSAR UNIT TO
BE RELOCATED.
LOCATION OF NEW 400 AMP
ELECTRICAL SERVICE AND NEW
SERVICE FEED. SEE AHEET A-1
FOR DETAILS.
CS-1 COVER SHEET & BUILDING SITE PLAN
A-1 BUILDING & ELECTRICAL PLANS & DETAILS
DRAWING INDEX
COVER SHEET
CS-1
PROJECT LOCATION PLAN
NOT TO SCALE
PROJECT LOCATION
STATE GAME LANDS No.322
8877 PETERSBURG PIKE
PETERSBURG, PA 16669
HUNTINGDON COUNTY
= GEO N40.549378, -78.005223°WPROJECT LOCATION
STATE GAME LANDS No.322
8877 PETERSBURG PIKE
PETERSBURG, PA 16669
PROJECT MAP
NOT TO SCALE
BUILDING CODE SUMMARY
Code: International Exisitng Building Code, 2018 edition
Scope: Provide electrical service upgrade to existing Crew Headquarters Building, SB#889, along with other miscellanous work associated with upgrade. Building located on State Game Lands No. 322 in Logan Township, Huntingdon County.
The the existing Crew Building was completed in 2020 with the Certificate of Occupancy issued by the Commonwealth of Pennsylvania, Department of Labor and Industry, Permit # 202000185 and File# 537715.
Existing Building Summary:
Use & Occupancy Group: B / S-1 Construction Type: VB Building Area: 3,200 s.f.
Allowable Area: 9,000 s.f.
PENNSYLVANIA GAME COMMISSION
HUNTINGDON COUNTY
PGC-322-25-02PROJECT NO.
DATE:
SHEET NO.
LOGAN TOWNSHIPSTATE GAME LANDS # 322
REVISIONS
EXISTING CREW BUILDING SB#889 ELECTRICAL UPGRADES
DRAWN BY:
3/5/2026
M. SPOTTS
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PROFESSIONAL
D W n.i.c.
Water
Hot
MECHANICAL
HVAC
P
9,11
Unit
Outside ps d
Shop Receptacles w/GFIC protection
SERVICE FEEDER SIZE: 2-#4/0 & 1-#2 AL
Water Pump
220 Volt Outlet (Welder) 220 Volt Outlet (Air compressor)
200 AMP Main Service BreakerCircuit No. Poles Amps Circuit Breakers
No./Size Wiring
3 - #62 50
3 - #10 3 - #12
3 - #12
Implement Storage Lighting20
Implement Storage Receptacles
Office, Restroom, Mech Lighting & Washer recpt
1 20
402 HVAC Outside Unit 3 - #8
Work Shop General Lighting
Utility GFI Receptacles
EXISTING CREW BUILDING PANEL/LOAD CENTER
VOLTAGE: 240/120V
Spare Spaces
Water Heater30 3 - #10
1,3
2,4
5,7
6,8
9,11
10,12
13,15
2 30
Exit Lighting
Office Receptacles Office Receptacles
Break, Restroom GFI Receptacles
Mechanical Room GFI Receptacle/Microwave2027
Shop Exterior GFI Receptacle
30,32
Implement Storage Receptacles20
16 Shop Receptacles w/GFIC protection202 3 - #12
1 20 2 30 Mechanical room Dryer receptacle
Septic Tank alarm 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 3 - #12
HVAC Inside Air Hander Heat Strips
36-42
3 - #12
Garage door openers
35 Spare Breaker20
HVAC Inside Air Hander Unit
33 1
Spare Breaker Spare Breaker to micro
DEMOLITION-FLOOR/ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"
EXISTING PANEL SCHEDULE
SCALE: 1/4" = 1'-0"
EXISTING
MECHANICAL HVAC
UNIT TO REMAIN.
EXISTING OUTSIDE
CONDENSAR UNIT, LINE SET
TO BE RELOCATED BY E.C.
EXISTING DISCONNECT
AND EXTERIOR WP-GFI
RECEPTACLE TO BE
RELOCATED BY E.C.
EXISTING 200 AMP
METER BASE TO BE
REMOVED BY E.C.
EXISTING VOICE/DATA
CONDUIT AND SPARE
CONDUIT TO REMAIN.
REPLACE EXISTING METAL SIDING
AS REQUIRED BY RELOCATIONS OF
UTILITIES, ETC. BECAUSE OF
PENETRATIONS AND CONNECTORS.
BY G.C.
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Water
Hot
MECHANICAL
HVAC
P ps d to micro
Unit
Outside wr-gfi
9,11
2' -0
NEW 400 AMP METER BASE AND
200 AMP DISCONNECT FOR FEED
TO NEW STORAGE BUILDING.
VERIFY EXACT LOCATION AND
CONFIGURATION IN FIELD. BY E.C.
EXISTING 200 AMP
ELECTRIC PANEL.
EXISTING 200 AMP
ELECTRIC PANEL.
NEW METAL SIDING TO REPLACE
EXISTING AS REQUIRED.
PROVIDE PANELS AND
FASTNERS TO MATCH EXISTING
COLOR AND PROFILE. BY G.C.
EXISTING HVAC CONDENSAR
UNIT RELOCATED. REROUT LINE
SET TO INSIDE MECHANICAL
UNIT AS REQUIRED. BY E.C.
NEW 40 AMP DOUBLE POLE FEED TO
DISCONNECT FOR HVAC UNIT.
PROVIDE SURGE PROTECTION FOR
HVAC UNIT FEED BY E.C.
20 AMP EXTERIOR SERVICE
OUTLET WITH WATERPROOF
COVERING. BY E.C.
PROPOSED-FLOOR/ELECTRICAL PLAN
SCALE: 1/4" = 1'-0"
GENERAL ELECTRICAL NOTES:
1. FURNISH AND INSTALL SOLID COPPER CONDUCTORS AS SPECIFIED; NO ALUMINUM AND NO STRANDED. MC CABLE IS
APPROVED FOR ALL HOME RUN CIRCUITS IF NEATLY INSTALLED.
2. ALL CONDUCTORS FOR 120V CIRCUITS OVER 100' IN LENGTH SHALL BE MINIMUM #10AWG. ALL CONDUCTORS FOR 120V CIRCUITS OVER 150' IN LENGTH SHALL BE MINIMUM #8AWG. CONTRACTOR IS RESPONSIBLE FOR VERIFICATION OF FINAL CIRCUIT LENGTHS AND CORRESPONDING WIRE SIZE TO ENSURE VOLTAGE DROP IS MAINTAINED WITHIN NEC LIMITS.
3. ALL WORK SHALL BE PERFORMED AS REQUIRED BY APPLICABLE SECTION OF THE NATIONAL ELECTRICAL CODE (NEC), LATEST EDITION, AND ALL GOVERNING UCC BUILDING CODES AND REGULATIONS.
4. PROVIDE GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS. ELECTRICAL COMPONENTS, DEVICES AND ACCESSORIES SHALL BE LISTED AND LABELED AS DEFINED IN NFPA 70 AND COMPLY WITH UL 467 FOR GROUNDING AND BONDING MATERIALS AND EQUIPMENT. INSTALL INSULATED EQUIPMENT GROUNDING CONDUCTORS ALL FEEDERS AND BRANCH CIRCUITS, LIGHTING CIRCUITS, RECEPTACLE CIRCUITS SINGLE PHASE MOTOR AND APPLIANCE BRANCH CIRCUITS, ARMORED AND METAL-CLAD CABLE RUNS AND AS REQUIRED BY NFPA 70.
5. PROVIDE ALL HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS, INCLUDING STEEL SLOTTED SUPPORT SYSTEMS, CONDUIT AND CABLE SUPPORT DEVICES, SUPPORTS FOR CONDUCTORS IN VERTICAL CONDUIT. HANGERS AND SUPPORTS SHALL HAVE A FLAME RATING OF CLASS 1 AND BE SELF-EXTINGUISHING ACCORDING TO ASTM D 635.
6. PROVIDE TYPE-2 SURGE PROTECTION FOR NEW HVAC FEED AND DISCONNECT TO MEET NEC CODE.
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
EXISTING OUTSIDE
SLAB TO BE
RELOCATED BY G.C.
CONDENSAR UNIT PAD
RELOCATED. BY G.C.
3' -0
M
IN
IM
UM
6"
EXISTING CREW BUILDING NEW 400 AMP
EXISTING 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
400 AMP
METER
SOCKET.
CONDUIT STRAP PER NEC.
SLIP JOINT CONDUIT.
#4 SOLID WIRE.
GROUND ROD $ WIRE
PER POWER COMPANY
AND NEC 250.
350 MCM COPPER
SERVICE FEED FROM
GROUND MOUNT
TRANSFORMER
LOCATION. BY RURAL
VALLEY ELECTRIC
2 12"" CONDUIT
SCHEDULE 80
200 AS
200AF
NEMA-3R
DISCONNECT
ELBOW 2 12" PVC SCHEDULE 40,
ELECTRICAL GRADE. EXTEND BELOW
GRADE TO INCLUDE (1) SWEEP AND
ONE SECTION OF HORIZONTAL
CONDUIT AND PROVIDE CAP FOR
FUTURE EXTENSION.
DISCONNECT FOR
EXISTING BUILDING
UNDERGROUND SERVICE/POWER RISER DIAGRAM DETAIL
NO SCALE
NOTE:
DIAGRAM AND LAYOUT IS FOR GENERAL
PURPOSES AND DETAILS. EXACT
LOCATION(S) AND CONFIGURATION(S)
TO BE COORDINATED AND DETERMINED
IN FIELD WITH EXISTING UTILITIES.
P
TYPICAL ELECTRICAL TRENCH DETAIL
NO SCALE
EXISTING GRADE RESTORE EXISTING SURFACE
TO MATCH EXISTING
DETECTABLE RED (ELECTRICAL) WARNING
TAPE 12" ABOVE TOP OF NEW 3"Ø
ELECTRICAL CONDUIT
PENNDOT #2A COMPATED
AGGREGATE
AASHTO #10 CONDUIT BEDDING. (PROVIDE 12"
MINIMUM SEPARATION BETWEEN ELECTRIC AND
GAS LINES)
ONE (1) - NEW 2 12" Ø SCHEDULE 80
CONDUIT TO NEW STORAGE BUILDING FROM
NEW 200 AMP DISCONNECT ON THE NEW
CREW HEADQUARTERS BUILDING
UNDISTURBED EARTH (TYP.)
6" 6"
3' -0
M
IN
IM
UM
/-4
4" 4"
BUILDING & ELECTRICAL PLANS & DETAILS
E-1
PENNSYLVANIA GAME COMMISSION
HUNTINGDON COUNTY
PGC-322-25-02PROJECT NO.
DATE:
SHEET NO.
LOGAN TOWNSHIPSTATE GAME LANDS # 322
REVISIONS
EXISTING CREW BUILDING SB#889 ELECTRICAL UPGRADES
DRAWN BY:
3/5/2026
M. SPOTTSBUILDING KEY PLAN
1" = 20'-0"
PROPOSED AREA OF RENOVATIONS.
SEE ENLARGED PLANS.
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AUSTIN D. KIEFFER
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PROFESSIONAL
| SGL 322 50x80 Storage Building-CS-1 |
| Sheets and Views |
| CS-1 |
| SGL 322 50x80 Storage Building-SP-1 |
| Sheets and Views |
| SP-1 |
| SGL 322 50x80 Storage Building-SP-2 |
| Sheets and Views |
| SP-2 |
| SGL 322 50x80 Storage Building-A-1 |
| Sheets and Views |
| A-1 |
| SGL 322 50x80 Storage Building-A-2 |
| Sheets and Views |
| A-2 |
| SGL 322 50x80 Storage Building-A-3 |
| Sheets and Views |
| A-3 |
| SGL 322 50x80 Storage Building-E-1 |
| Sheets and Views |
| E-1 |
| SGL 322 Crew Building Electrical Upgrades-CS-1.pdf |
| Sheets and Views |
| CS-1 |
| SGL 322 Crew Building Electrical Upgrades-A-1.pdf |
| Sheets and Views |
| A-1 |
File details come from the government source that posted it. Updated .