PGC-173-20-01 Project Drawings Contracts #1 & #2.pdf

NEW STORAGE BUILDING FLOOR PLAN

A-2

Concrete Apron 4'-0" Wide

8'-0" 8'-0" 8'-0" 8'-0"

A-2

8'-0" 8'-0"

3'-11"

Corner brace 6"x 6"x 16' (TYP) 6 total

4'-10"

6"x 6"x 22'

6"x 6"x 24'

6"x 6"x 18' (TYP)

12'-8" 12'-8" 12'-8"

2"

12'W x 12'H O.H. Door

12'-8"

EQUIPMENT STORAGE

(Agricultural equipment/implements, seeds)

Contraction jt.

Contraction jt.

F.F.=12" above original grade

A

3" Schedule 40 PVC drain piping

Slope min. 1/8" per ft

7'-10 12" 7'-10 12"

63'-9"

3'-512" 3'-5" daylight

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

4' -0

B

Polycast 600 Series presloped trench drain system with ductile iron slotted grates and frame (E din load class min.) Set 3" below finished floor

606607608609610611612613

Contraction jt.

PROJECT

NORTH

TRUE

NORTH

NO

RT

H

2" thick R-10 extruded polystyrene perimeter under floor slab panels 4'-0"

12'W x 12'H O.H. DoorB12'W x 12'H O.H. DoorB12'W x 12'H O.H. DoorB

2" 51

2"

2" thick R-10 extruded polystyrene perimeter under floor slab panels4'-0"

3' -1

1"A

'-7

5'-0"

6"x 6"x 24'

8' -0

8'

-0

8' -0

8'

-0

'-0

Sl op e

Finished Floor =

FRONT ELEVATION

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

Ribbed metal siding

Overhead Doors (TYP) 12' High x 12' Wide siding Ribbed metal

Top of Splashboard

BACK ELEVATION

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

Finished Floor = Top of Splashboard

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

LEFT ELEVATION RIGHT ELEVATION

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

to top of truss seat top of splashboard

@ eaves and gable 2'-0'' Overhang

Corner brace

TYPICAL SECTION

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

13'-9" max. from

Roof trusses designed for 42.5 lbs/sf Ground snow load (snow load factor .7)

Frame structure designed for 25 lbs/sf wind load

2'

1'-11"

1'-10"

2' 2' 2' 2'

6"x 6"x 24' Post 6"x 6"x 22' Post

6"x 6"x 18' Post (TYP)

6"x 6"x 16' (TYP)

Ribbed metal siding

(12" above original grade)

Ribbed metal sidingtan green tan green

Ribbed metal roofingRibbed metal roofing green tan green green tan green

4' -0

4' -0

= GEO N40.672845°/-80.480878°W

PROJECT LOCATION PLAN

NOT TO SCALE

BUILDING CODE SUMMARY

Code: International Building Code, 2015 edition

Scope:Construction of a new storage building on State Game Lands No. 173 in Industry Borough., Beaver 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 Buildings/structures of an accessory character/misc.

Construction Type: VB (Table 601) New Building Area: 2,048 s.f.

Allowable Area: 6,000 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” = 2,048 / 1,500 = 1.36 ~ 2 (Table 906.3(1)) Fire extinguisher contained within approved fire extinguisher cabinets shall be provided at each of the two building exits.

Occupant Load: Group Storage, Occupancy Factor = 300 gross 2,048 S.F./300 = 6 Persons

Egress Width: 72 x 0.2 inches = 14.4 inches min. (1005.1).

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

Accessibility: Not required, agricultural building. (Chapter 11) Energy Efficiency: Building/structure will not be heated nor air conditioned.

Low Energy Building. (101.5.2 Exemption)

PROJECT LOCATION

STATE GAME LANDS No. 173

BEAVER COUNTY

INDUSTRY, PA 15052

PENNSYLVANIA GAME COMMISSION

BEAVER COUNTY

BUILDING FLOOR PLANS & ELEVATIONS

PGC-173-20-01PROJECT NO.

DATE:

SHEET NO. A-1

INDUSTRY BOROUGH STATE GAME LANDS #173

REVISIONS

NEW 32' x 64' STORAGE BUILDING

DRAWN BY:

3/31/2021

C. CLOUSER

PROJECT MAP

NOT TO SCALE

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DOOR SCHEDULE

6"x 6" Post

DETAILS AT POST

Splash Board 2"x 8"

SCALE: 3" = 1'-0"

RemarksMark WType H T A 3'-0'' 7'-0'' 1-3/4''

Type 1

Hand Qty Insulated Core, Panic Bolt, ClosureRHR Insulated Section Overhead DoorB 12'-0'' 12'-0'' 4

2" Rigid Insulation

4" Expansion Jt. Mat.

1 2

Nominal 2" lumber

2' -0

2'

-0

4" Plywood

SCALE: 1" = 1'-0"

PLYWOOD BRACING

CL

(FRONT CORNERS ONLY)

SCALE: 1" = 1'-0"

6" x 6" BRACINGOR

2' -0

2'

-0

CL

6"x 6"

Girt

Po st

Po st

Po st

O.H. DOOR SILL AND JAMB DETAIL

SCALE: 1" = 1'-0"

6" 4"

Concrete Floor w/fiber

Steel Door Track Overhead Door and

Gravel per ft.

Metal Trim

Conc. apron

Timber Post

Ribbed Steel Siding

2"x 8" Splash board

Girt

(Class AA)

Weatherstripping

A-2

Jamb

2"

10 mil polyethylene 2A Mod. Base

2"Slope 18"

(4"min)

2" Exp

Jt. Mat.

(PENNDOT Class AA 3500)

2"

2" Rigid insulation

5"

2"

P.T spacer (front only)

Slope 112"

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

CONCRETE DETAIL @ DOOR

Garage Door

Man DoorBlend

Slope Slope bevel 14"

P.T spacer (front only)

2"x 8" Splashboard recess 12"

Truss Seat (2"x 12")

Po st

Truss

SCALE: 1" = 1'-0"

TYPICAL BRACING

Co rn er P os t

Truss

2"x 4" eave rafter

2"x 4" Purlin

2"x 6" Purlin

2"x 6" Purlin

4'-0" centers (TYP)

1'-0"

2"x 4" diagonal brace from top center of end truss to truss seat (connect to trusses)

2"x 6" face board tie

Gable End Truss Add horizontal nailers between x-bracing if needed2"x 6" tie block

2"x 4" Girt

(or)Hurricane

(2) 12"x 10" Galv. Carriage bolts or

(4) 516"x 4" GRK RSS Screws

Truss Seat (2-1-1/2"x 11-1/2" LVL)

Provide (3) 6"x 6" spacer blocks at each opening evenly spaced

2x blocking for nailing surface

Girt

SCALE: 1" = 1'-0"

GARAGE DOOR FRAMING DETAIL

nominal 2" material for jamb

(TYP)

or nominal 2" material

16" OSB or plywood spacer

(2) 12"x 10" Galv. Carriage bolts or

(4) 516"x 4" GRK RSS Screws

GRK RSS

Flashing

Concrete Backfill

Concrete Foundation

18"

9"

4' -0

" M in.

9"

SCALE: 1" = 1'-0"

CROSS SECTION DETAIL1

A-2

2"x 8" Splashboard

Treated 6"x 6"x 18' Timber Post (TYP)

2"x 4" Girt

Tamped earth backfill

Undisturbed

Slope earth

Original grade

2"x 8" Splashboard

(after foundation sets 24 hrs min)

2" rebar or spike

2" Rigid Insulation

2"x 4" X wind bracing on top of truss chord from seat to seat

Drip Edge 2"x 6" Purlin

SoffitFascia

Metal Roofing (26 gage)

2"x 6" face board

2' Overhang

2"x 4" Purlins @ 2' spacing 2"x 4" brace from top center of end truss to truss seat @ 45°

2"x 6" Purlin

NOTE: Design Loading (psf)

TCDL

BCLL

6"x 6" Post

Plate connected Wood Truss @ 4' spacing

10 mil polyethylene

STORAGE AREA

2A Modified Base (4"min) or 3 ply glue-laminated finger jointed post w/bottom 5' treated

Metal Siding 2"x 12" Truss Seat

"F"&"J" channel

Install Prodex Insulation between roof purlins and metal roof on outside of girts Install Prodex Insulation per ft.Slope 18"

2" Sidewalk (beyond OH doors)

SCALE: 1" = 1'-0"

SIDEWALK DETAIL

6"

2"x8" Splash board

2"x4" P.T spacer (front only)

2" Exp.

Jt. Mat.

Snow

TCLL

BCDL

Truss drawing is deferred.

5.0 0.0 29.75/42

10.0 Spacing 4-0-0

22' post

24' post

(2)12"x 10" Galv. Carriage bolts or

(4)516"x 4" GRK RSS Screws on outside of girts Install Prodex Insulation

See Specs.O.H.

2" thick R-10 extruded polystyrene perimeter under floor slab panels

2"

2" thick R-10 extruded polystyrene perimeter under floor slab panels

Slope

Header (2- 1-1/2" x 9-1/4" LVL) (LVL 3000 Fb - 1.8E 1-1/2" THK.)

DOOR SCHEDULE NOTES:

1. See project specification for door frames and door hardware required. (LVL 3000 Fb - 1.8E 1-1/2" THK.)

PENNSYLVANIA GAME COMMISSION

BEAVER COUNTY

BUILDING SECTIONS, DETAILS & SCHEDUELES

PGC-173-20-01PROJECT NO.

DATE:

SHEET NO. A-2

INDUSTRY BOROUGH STATE GAME LANDS #173

REVISIONS

NEW 32' x 64' STORAGE BUILDING

DRAWN BY:

3/31/2021

C. CLOUSER

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Concrete Apron 4'-0" Wide

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

New underground electric sub panel wiring in 3" Ø conduit to Existing Crew Building service panel

S S3 c c c c c c c c

NEW STORAGE BUILDING FLOOR PLAN - ELECTRICAL PLAN

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

b

S a

S3 S3

S b a

New 100 Amp Electrical Panel

PROJECT

NORTH

TRUE

NORTH

NO

RT

H

GFI

GFI

GFI

EQUIPMENT STORAGE

(Agricultural equipment/implements, seeds)

Duplex Outlet, Split Circuit

Junction Box

Switch, 3 Way

Home Run/Circuit #

Duplex Outlet

ELECTRICAL WIRING SYMBOLS

GFI Receptacle

J

Switch

Photo Cell

100 AMP Main Breaker PanelCircuit No.Poles Amps Circuit Breakers

No./Size Wiring

S S

Exit lighting w/batteries

LOAD CENTER - 100A

VOLTAGE: 240/120V

Size Conduit

Storage Receptacles, West side 50 3 - #6 1-1/4"

Storage Lighting, East side

20 3 - #12 3/4"

Storage Lighting, West side6 1 20 1 20

Exit and Emergency Lighting

All exposed wiring in min 3/4"Ø conduit

LIGHTING FIXTURE

Security motion, Wall Mount/Outside Unit 26 WATT LED

MARK MODEL

QTY

Exit & Emergency combo light w/batteries & remote head2 LITHONIA ECRLEDHO M6 w/ELA LED WP M12

RAB SMSLES 2X13 BRONZE

c b a

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

LIGHTING FIXTURE SCHEDULE NOTES:

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.

1.

2.

3.

4.

5.

220 Volt Welder Outlet (Verify type & location with

SERVICE FEEDER SIZE: 4-#1/0

Spare Spaces

220 Volt Welding Outlet

LIGHTING FIXTURE SCHEDULE

Storage Receptacles, North side

Exterior Lighting

Door Lift Receptacles

1 20 1 20 1 20

3 - #12 3/4"

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

1. Quotes for lighting fixtures can be provided by Gene Grassel of Dauphin Electric @ 717-986-9358.

2. Receptacles and switch mounting heights - 48" A.F.F.

201 Storage Receptacles, East side3 - #12 3/4"

GFI

PGC crew)

12-24 Service Panel Receptacle1 20 3 - #12 3/4"

PANEL SCHEDULE NOTES:

1. Neutral and ground bus bars shall be properly bonded.

3' -0

Undistributed Earth (Typ.)

Existing Grade (Gavel driveway or parking area)

Restore existing surface to match existing

/-4

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 Sche.

40 conduit to new sub-panel from existing service panel at Crew Storage Building

6" 6"

4" 4"

TYPICAL ELECTRICAL TRENCH DETAIL

NO SCALE

5' -0

Warning ribbon 12" above service lateral per NEC 300.5(D)3

LB

3" Ø conduit schedule 40

NO SCALE

Building

Sweep 3" Ø PVC Schedule 40, electrical grade

Conduit strap per NEC

"36

" m in.

6"

6" Select bedding below conduit, (Stone dust)

6" Select bedding above conduit, (Stone dust)

Crew

2P/225A Main Fusible SwitchCircuit No.Poles Amps

Circuit Breakers

AT EXISTING CREW STORAGE BUILDING

VOLTAGE: 240/120V, 42 Spaces

Outside Flood lights Receptacles Vehicle Storage

Westinghouse

Lights Exterior Door Lights Strip Receptacles Heater in Loft

EXISTING CREW BUILDING SERVICE PANEL SCHEDULE NOTES:

1. See Drawing C-1 for electric panel location in existing crew building.

2. Existing Crew Building L&I File No. 77-2410, 50217.

EXISTING 225A SERVICE PANEL SCHEDULE,

Island

Outside Receptacle

220V Welding Outlet

New Depensers

2P/225A Main Fusible SwitchCircuit No.Poles Amps

Circuit Breakers

Lights Receptacles Vehicle Storage

Toilet & Office Lights Receptacles Microwave outlet Outside Flood Lights

Vehicle Storage Lights Vehicle Storage Lights

Hot Water Heater

Air Compressor

Spare Spare

Spare GFI Bathroom Receptacle Fuel Pump Fuel Monitor

2 30 Spare Spare 2 20

2 50

Spare

Spare

2 30 Clothes Dryer Spare

Spare

Vehicle Storage Lights Vehicle Storage Lights

2 100 New 100A Sub Panel for Storage Building

3. Circuits Nos. 1 & 3 used for Vehicle Storage Lights shall be relocated to circuits Nos. 39 & 41, which are currently spares, to allow for new 100A circuit breaker to be mounted at top of bus bar.

NEW U.G. ELECT. CIRCUIT FROM

EXIST. CREW BUILDING DETAIL

Existing

PENNSYLVANIA GAME COMMISSION

BEAVER COUNTY

ELECTRICAL FLOOR PLAN, SCHEDULES & DETAILS

PGC-173-20-01PROJECT NO.

DATE:

SHEET NO. E-1

INDUSTRY BOROUGH STATE GAME LANDS #173

REVISIONS

NEW 32' x 64' STORAGE BUILDING

DRAWN BY:

3/31/2021

C. CLOUSER

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