Drawings - Contract No. 1 and 2.pdf
PDF 2 MB Posted
- Attached to
- WH ELECTRICAL INSTALLATION BLDG SGL#234
- Solicitation number
- 6100049790
- Issued by
- Montgomery County, Aaronsburg CDP, Pennsylvania
About this file
This document is a set of construction drawings for a new equipment storage building on State Game Lands #234 in Limerick Township, Montgomery County, Pennsylvania. The project is being undertaken by the Pennsylvania Game Commission. The drawings provide details for a 4,000 square foot building with a moderate hazard storage, Group S-1 occupancy classification. The building will be a Type V.B. construction with 12 and 14-foot overhead doors, steel entry doors, metal roof and siding panels, and a concrete foundation and floor. The drawings include site plans, elevations, framing details, and electrical plans. No response dates, due dates, site visits, or award information is provided.
The design loading information is specified, including a 20 psf roof live load, 10 psf roof dead load, 42.5 psf ground snow load, and 115 mph basic wind speed. The wood construction, trusses, and metal panels must comply with relevant building codes and industry standards. The electrical service will be 120/240V, 1-phase, 3-wire with a 200A main breaker. The lighting and power circuits are detailed, including high bay LED fixtures, emergency/exit lighting, and security motion lights.
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Other files
| File | Type | Posted |
|---|---|---|
| SGL 234 Storage Building_Specifications.pdf | ||
| Bid Notice_Contract No. 1 and No. 2.pdf |
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Text version
PROJECT NO.
DATE:
SHEET NO.
PENNSYLVANIA GAME COMMISSION
REVISIONS
MONTGOMERY CO.
PLAN
DRAWN BY: A. KEIRN
PROJECT NO.
DATE:
SHEET NO.
REVISIONS
DRAWN BY: A. KEIRN
PGC-234-19-02PROJECT NO.
DATE:
SHEET NO. 1 OF 5
LIMERICK TWP.STATE GAME LANDS #234
REVISIONS
EQUIPMENT STORAGE BUILDING
DRAWN BY:
10/17/19
A. KEIRN
DRAWING NOTES:
Location Map
Not to Scale
Site Plan
1 in. = 40 ft.
N
Building Plan
3/16 in. = 1 ft.
N
= GEO N40.254496°/-75.506261°W
SE-6
NC-3
NE-5
SC-4
SW-2
NW-1
DRAWING INDEX
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1. UNLESS NOTED OTHERWISE, ALL WORK THIS SHEET SHALL BE THE UNLESS NOTED OTHERWISE, ALL WORK THIS SHEET SHALL BE THE RESPONSIBILITY OF AND PROVIDED BY THE GENERAL CONTRACTOR (GC). 2. ELECTRICAL CONTRACTOR (EC) - PROVIDE UNDERGROUND ELECTRIC SERVICE TO ELECTRICAL CONTRACTOR (EC) - PROVIDE UNDERGROUND ELECTRIC SERVICE TO NEW BUILDING IN ACCORDANCE WITH NEC AND PECO REQUIREMENTS. PROVIDE NEW CONDUIT AND CONDUCTORS FROM UTILITY POLE TO BUILDING. SEE DRAWING NO. 5 FOR ELECTRICAL DETAILS [PREVIOUS SERVICE DISCONNECTED WHEN FORMER STORAGE BUILDING WAS DEMOLISHED IN MARCH 2019]. 3. CUT OUT AND REMOVE EXISTING CONCRETE BLOCK WALL FLUSH WITH THE CUT OUT AND REMOVE EXISTING CONCRETE BLOCK WALL FLUSH WITH THE SURFACE OF EXISTING CONCRETE FLOOR AS REQUIRED FOR CONSTRUCTION OF STORAGE BUILDING AND INSTALLATION OF DOORWAYS AND GARAGE DOORS. PATCH CONCRETE TO FILL CRACKS, JOINTS, AND DEPRESSIONS AS REQUIRED TO PROVIDE SMOOTH CONCRETE SURFACE WHERE BLOCKS WERE REMOVED. 4. PROVIDE CONCRETE CURB WALL AS REQUIRED TO FILL EXISTING OPENINGS IN PROVIDE CONCRETE CURB WALL AS REQUIRED TO FILL EXISTING OPENINGS IN CONCRETE MASONRY WALL WHERE PREVIOUS DOORWAYS WERE LOCATED. 5. PROVIDE 4' x 5' CONCRETE LANDINGS AT SOUTH AND WEST WALL ENTRANCE PROVIDE 4' x 5' CONCRETE LANDINGS AT SOUTH AND WEST WALL ENTRANCE DOORWAYS. LANDINGS SHALL BE AT THE SAME ELEVATION ON EACH SIDE OF THE DOORWAY. LANDING SHALL BE 4" THICK PENNDOT CLASS A CONCRETE WITH LIGHT BROOM FINISH. EXTERIOR LANDING SLOPE SHALL NOT EXCEED 2% (0.25 UNITS VERTICAL IN 12 UNITS HORIZONTAL). (NOTE: EAST DOORWAY OPENS TO EXISTING CONCRETE FLOOR - NEW LANDING NOT REQUIRED.) 6. STRIP EXISTING TOP SOIL/SOIL LAYER ALONG SOUTH AND WEST WALLS. STRIP EXISTING TOP SOIL/SOIL LAYER ALONG SOUTH AND WEST WALLS. PROVIDE 4" OF COMPACTED 2A COARSE AGGREGATE LEVEL WITH SURFACE OF CONCRETE DOOR LANDINGS AND EXISTING CONCRETE FLOOR.
AutoCAD SHX Text Pennsylvania One Call System, Inc. Call 3 Business Days Before You Dig! 1-800-242-1776 or 8-1-1 POCS Serial NO.: 20191162185
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PROJECT SITE
AutoCAD SHX Text CONSTRUCT NEW EQUIPMENT STORAGE BUILDING ON EXISTING CONCRETE BLOCK / CONCRETE FOUNDATION
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GAME FARM ROAD (S.R. 4018)
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STONE PARKING AREA
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ELECTRIC SERVICE ENTRANCE
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WALK THROUGH DOOR (SEE SCHEDULE ON SHEET 3)
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WALK THROUGH DOOR (SEE SCHEDULE ON SHEET 3)
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WALK THROUGH DOOR (SEE SCHEDULE ON SHEET 3)
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EXISTING CONCRETE FLOOR
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GROUT FILLED CONCRETE BLOCK WALL / FOOTING (TYP.)
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EXISTING BLOCK WALL AND FOUNDATION TO REMAIN
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DEMOLISH AND REMOVE EXISTING CONCRETE BLOCK WALL (FOUNDATION WALL TO REMAIN)
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CONSTRUCT CONCRETE CURB WALL - MATCH HEIGHT OF EXISTING BLOCK WALL
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~EQUIPMENT STORAGE AREA~
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RIGHT-OF-WAY
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RIGHT-OF-WAY
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PROPERTY LINE
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PENNSYLVANIA GAME COMMISSION STATE GAME LANDS #234 PARCEL NO. 370004768001
AutoCAD SHX Text CONSTRUCTION OF EQUIPMENT STORAGE BUILDING ON STATE GAME LANDS #234 LOCATED AT 291 GAME FARM ROAD, SCHWENKSVILLE, PA 19473 IN LIMERICK TOWNSHIP, MONTGOMERY COUNTY. SITE IS LOCATED APPROXIMATELY 2.25 MILES WEST OF SCHWENKSVILLE, PA IN LIMERICK TWP., MONTGOMERY COUNTY APPROXIMATE DISTANCES FROM BUILDING TO PROPERTY LINE: : NORTH 52 FT. (ROAD R/W) 52 FT. (ROAD R/W) SOUTH 1300 FT. 1300 FT. EAST 219 FT. 219 FT. WEST 1700 FT.1700 FT.
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UG ELECTRIC SERVICE 2
AutoCAD SHX Text POLE #81 (VERIZON)/BTCo-OFP XU80
AutoCAD SHX Text SHEET NO. 1 OF 5 PLAN SHEET NO. 2 OF 5 ELEVATIONS SHEET NO. 3 OF 5 FRAMING DETAILS SHEET NO. 4 OF 5 FRAMING DETAILS SHEET NO. 5 OF 5 ELECTRICAL
AutoCAD SHX Text EXISTING 212' x 40' STRUCTURE DEMOLISHED MARCH 2019
AutoCAD SHX Text EXISTING 212' x 40' STRUCTURE DEMOLISHED MARCH 2019
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PENNSYLVANIA GAME COMMISSION STATE GAME LANDS #234 PARCEL NO. 370004768001
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AutoCAD SHX Text CODE CHAP. DESCRIPTION DESCRIPTION 3 USE AND OCCUPANCY CLASSIFICATION: USE AND OCCUPANCY CLASSIFICATION: 311.2 MODERATE HAZARD STORAGE, GROUP S-1 6 TYPE OF CONSTRUCTION: TYPE OF CONSTRUCTION: TABLE 601 TYPE V.B. 10 MEANS OF EGRESS: MEANS OF EGRESS: TABLE 1004.1.2 MAX FLOOR AREA PER OCCUPANT GROUP OCC. FACTOR S.F. OCC. FACTOR S.F. S.F. STORAGE 300 GROSS 4,000 300 GROSS 4,000 4,000 13 ENERGY EFFICIENCY: ENERGY EFFICIENCY: IECC CHAP. 4, C402.1.1 EXEMPTION (LOW ENERGY BUILDING - SPACE NOT CONDITIONED) **SEE SHEET 3 FOR DESIGN LOADING INFORMATION.
AutoCAD SHX Text 14'W x 14'H O.H. DOOR
AutoCAD SHX Text 12'W x 12'H O.H. DOOR (TYP. - 5 TOTAL)
AutoCAD SHX Text 14'W x 14'H O.H. DOOR
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GROUT FILLED CONCRETE BLOCK WALL / FOOTING (TYP.)
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EXISTING CONCRETE FLOOR (DOOR LANDING)
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CONCRETE LANDING
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CONCRETE LANDING
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South Elevation
3/16 in. = 1 ft.
North Elevation
3/16 in. = 1 ft.
West Elevation
3/16 in. = 1 ft.
East Elevation
3/16 in. = 1 ft.
Concrete Curb Wall Detail
3/4 in. = 1 ft.
PROJECT NO.
DATE:
SHEET NO.
PENNSYLVANIA GAME COMMISSION
REVISIONS
MONTGOMERY CO.
ELEVATIONS
DRAWN BY: A. KEIRN
PROJECT NO.
DATE:
SHEET NO.
REVISIONS
DRAWN BY: A. KEIRN
PGC-234-19-02PROJECT NO.
DATE:
SHEET NO. 2 OF 5
LIMERICK TWP.STATE GAME LANDS #234
REVISIONS
EQUIPMENT STORAGE BUILDING
DRAWN BY:
10/17/19
A. KEIRN
DETAIL NOTES:
DRAWING NOTES:
tan green green tan green green tan green
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POLYCARBONATE EAVE LIGHT PANELS
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POLYCARBONATE EAVE LIGHT PANELS
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CONCRETE CURB WALL (SEE DETAIL 1/2 THIS SHEET)
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VENTED RIDGE CAP
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EXIST. FLOOR ELEV.
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EXIST. FLOOR ELEV.
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ALUMINUM FASCIA AND GUTTER
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VENTED RIDGE CAP
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ALUMINUM FASCIA AND GUTTER
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ALUMINUM GUTTER AND DOWNSPOUT (TYP.)
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METAL ROOF PANELS
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VENTED RIDGE CAP
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ALUMINUM FASCIA
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METAL ROOF PANELS
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VENTED RIDGE CAP
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ALUMINUM FASCIA
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STEEL ENTRY DOOR
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STEEL ENTRY DOOR
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STEEL ENTRY DOOR
AutoCAD SHX Text 12'H x 12'W O.H. DOOR
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CONCRETE CURB WALL ANCHORS - (SEE DETAIL 1/2 THIS SHEET)
AutoCAD SHX Text PADOT CLASS A CONCRETE CURB WALL - (10" WIDE x MATCH HEIGHT OF EXISTING CONCRETE BLOCK WALL)
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DOWEL (#4 REBAR)
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#4 HORIZONTAL REBAR
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ADHESIVE ANCHOR SYSTEM (*CORE DRILL HOLES FOR ANCHORS - DO NOT USE HAMMER DRILL)
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WALL (FRAMING DETAILS NOT SHOWN)
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1. PROVIDE DOWEL ANCHORS WITH STANDARD HOOK. PROVIDE DOWEL ANCHORS WITH STANDARD HOOK. 2. SPACE ANCHORS AS SHOWN ON EAST WALL ELEVATION VIEW AND SPACE ANCHORS AS SHOWN ON EAST WALL ELEVATION VIEW AND "WEST AND EAST WALL" SECTION ON SHEET 4. 3. INSTALL ANCHORS IN ACCORDANCE WITH MANUFACTURER'S INSTALL ANCHORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 4. PERIMETER SEAL SHALL BE SIKAFLEX 1a+ ONE-COMPONENT, PERIMETER SEAL SHALL BE SIKAFLEX 1a+ ONE-COMPONENT, SOLVENT FREE POLYURETHANE SEALANT AS MANUFACTURED BY SIKA CORPORATION OR APPROVED EQUAL.
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PERIMETER SEAL
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1. UNLESS NOTED OTHERWISE, ALL WORK THIS SHEET SHALL BE THE UNLESS NOTED OTHERWISE, ALL WORK THIS SHEET SHALL BE THE RESPONSIBILITY OF AND PROVIDED BY THE GENERAL CONTRACTOR (GC).
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2"X6" PT SKIRT BOARD
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SILL PLATE / CURB WALL ANCHOR ROD (3' O.C. - SEE DETAIL 1/2 THIS SHEET)
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EXIST. TOP OF GROUT FILLED CONCRETE BLOCK
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EXIST. TOP OF GROUT FILLED CONCRETE BLOCK
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EXIST. TOP OF GROUT FILLED CONCRETE BLOCK
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ELECTRIC SERVICE ENTRANCE AND METER (BY EC)
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SNOW GUARD (TYP.)
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ALUMINUM DOWNSPOUT (TYP.)
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ALUMINUM DOWNSPOUT (TYP.)
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CHAMFER
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SECURITY / MOTION LIGHT (BY EC)
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EMERGENCY LIGHT REMOTE (BY EC)
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SECURITY / MOTION LIGHT (BY EC)
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EMERGENCY LIGHT REMOTE (BY EC)
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SECURITY / MOTION LIGHT (BY EC)
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EMERGENCY LIGHT REMOTE (BY EC)
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(TYP.)
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SNOW GUARD (TYP.)
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EXISTING 4" STONE BASE (4 MIL. VAPOR BARRIER BETWEEN STONE AND CONCRETE)
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CONCRETE CURB WALL (SEE DETAIL 1/2 THIS SHEET)
NOTE: SILL PLATE ANCHORS NOT SHOWN ON NORTH AND SOUTH ELEVATION VIEWS. SEE DETAILS ON SHEETS 3 AND 4.
PGC-234-19-02PROJECT NO.
DATE:
SHEET NO. 3 OF 5
LIMERICK TWP.
PENNSYLVANIA GAME COMMISSION
STATE GAME LANDS #234
REVISIONS
MONTGOMERY CO.
EQUIPMENT STORAGE BUILDING
FRAMING DETAILS
DRAWN BY:
10/17/19
A. KEIRN
Sill Plate Anchor Detail
1-1/2 in. = 1 ft.
DRAWING NOTES:
Wall Framing Section
3/4 in. = 1 ft.
DETAIL NOTES:
Door Schedule
DESIGN LOADS AND RELATED INFORMATION
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LHR
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RHR
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RH
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1. UNLESS NOTED OTHERWISE, ALL WORK THIS SHEET SHALL BE THE RESPONSIBILITY UNLESS NOTED OTHERWISE, ALL WORK THIS SHEET SHALL BE THE RESPONSIBILITY OF AND PROVIDED BY THE GENERAL CONTRACTOR (GC). 2. PROVIDE MANUFACTURER APPROVED BARRIER MATERIAL BETWEEN METAL PANELS IN PROVIDE MANUFACTURER APPROVED BARRIER MATERIAL BETWEEN METAL PANELS IN CONTACT WITH ACQ PRESSURE TREATED (PT) LUMBER. 3. PROVIDE SEALANT MATERIAL BETWEEN METAL PANEL ENDLAPS/SIDELAPS AND PROVIDE SEALANT MATERIAL BETWEEN METAL PANEL ENDLAPS/SIDELAPS AND BETWEEN METAL PANELS AND FLASHING IN ACCORDANCE WITH THE METAL PANEL MANUFACTURER'S STANDARD INSTALLATION INSTRUCTIONS AND DETAILS. 4. BUILDING ELEMENTS SHALL BE FASTENED IN ACCORDANCE WITH TABLE 2304.10.1 OF BUILDING ELEMENTS SHALL BE FASTENED IN ACCORDANCE WITH TABLE 2304.10.1 OF THE 2015 INTERNATIONAL BUILDING CODE. 5. WALL SHEATHING PANELS SHALL BE FASTENED TO ALL INTERIOR WALL STUDS, TOP WALL SHEATHING PANELS SHALL BE FASTENED TO ALL INTERIOR WALL STUDS, TOP PLATES, SILL PLATES, AND SUPPORTS WITH 8d (MINIMUM) NAILS AT 6" (MAXIMUM) ON CENTER ALONG ALL PANEL EDGES AND 12" (MAXIMUM) ON CENTER AT INTERMEDIATE SUPPORTS, UNLESS NOTED OTHERWISE.
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DRIP EDGE
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ALUMINUM FASCIA
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VENTED ALUMINUM SOFFIT
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"F" AND "J" CHANNEL
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26 GAUGE METAL ROOF PANELS
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HIGH TEMPERATURE (SELF ADHERING) UNDERLAYMENT
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24" POLYCARBONATE EAVE LIGHT PANELS
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"Z" CHANNEL
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ENGINEERED PREFABRICATED ROOF TRUSSES SPACED @ 4' O.C.
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26 GAUGE METAL SIDING PANELS
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PRODEX INSULATION - INSTALL BETWEEN GIRTS AND METAL WALL PANELS
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SILL PLATE ANCHOR - SEE DETAIL 1/3 THIS SHEET
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EXISTING CONCRETE GROUT FILLED CONCRETE MASONRY WALL (1 COURSE)
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EXISTING CONCRETE FLOOR
AutoCAD SHX Text EXISTING CONCRETE GROUT FILLED 8" CONCRETE MASONRY FOUNDATION WALL (SEE DETAIL 1/3 THIS SHEET)
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OVERLAP METAL SIDING PANELS 2" ON EXISTING CONCRETE BLOCK WALL
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~STORAGE AREA~
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EXISTING 4" CONCRETE FLOOR
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ADHESIVE ANCHOR SYSTEM
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AutoCAD SHX Text 3"x3"x " PLATE WASHER 14" PLATE WASHER w/ 1 " SLOT34" SLOT
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AutoCAD SHX Text 34"x20" (MIN.) ANCHOR ROD w/ NUT AND WASHER
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2"X6" PT SKIRT BOARD
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EXISTING CONCRETE GROUT FILLED CONCRETE MASONRY WALL (1 COURSE)
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EXISTING CONCRETE GROUT FILLED 8" CONCRETE MASONRY FOUNDATION WALL
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VENTED RIDGE CAP
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1. ANCHOR SILL PLATE TO FOUNDATION. ANCHORS SHALL BE SPACED 6 FEET ANCHOR SILL PLATE TO FOUNDATION. ANCHORS SHALL BE SPACED 6 FEET ON CENTER (O.C.) ALONG NORTH AND SOUTH 100' WALLS AND AS SHOWN ON SHEET 2 WEST AND EAST WALL ELEVATION VIEWS AND DETAILS ON SHEET 4. THERE SHALL BE NOT LESS THAN TWO ANCHORS PER WALL SECTION BETWEEN DOOR OPENINGS WITH ONE ANCHOR NOT MORE THAN 12 INCHES OR LESS THAN 4 INCHES FROM EACH END OF EACH WALL SECTION UNLESS NOTED OR SHOWN OTHERWISE. 2. SEE DRAWING NO. 2 FOR EAST WALL ANCHOR DETAILS (CONCRETE CURB SEE DRAWING NO. 2 FOR EAST WALL ANCHOR DETAILS (CONCRETE CURB WALL). 3. INSTALL ANCHORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. INSTALL ANCHORS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. 4. PROVIDE CORROSION RESISTANT COATING FOR ANCHORS, WASHERS, AND PROVIDE CORROSION RESISTANT COATING FOR ANCHORS, WASHERS, AND HOLDOWNS IN CONTACT WITH PRESSURE TREATED (PT) WOOD. 5. EXISTING FOUNDATION / FOOTING INFORMATION BASED ON DRAWINGS FOR EXISTING FOUNDATION / FOOTING INFORMATION BASED ON DRAWINGS FOR "BROODER HOUSES NO. 5 & NO. 6 AT EASTERN GAME FARM" DATED 4/15/74 PREPARED BY PAUL E. KOHLER, JR. ARCHITECT.
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43" MAX.
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INDICATES DOOR MARK ON PLAN
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BASE TRIM / DRIP FLASHING
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EXISTING 4" STONE BASE
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EXISTING EXP. JOINT
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EXISTING CONCRETE FOOTING
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EXISTING REINFORCEMENT 2-#4 CONT. #2 CROSS TIES @ 4'-0" O.C.
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EXISTING 4 MIL. POLY VAPOR BARRIER
AutoCAD SHX Text ROOF LIVE LOAD 20 psf 20 psf ROOF DEAD LOAD 10 psf 10 psf GROUND SNOW LOAD 42.5 psf 42.5 psf WIND LOADS: BASIC WIND SPEED 115 MPH 115 MPH EXPOSURE CATEGORY B B IMPORTANCE FACTOR 1.00 1.00 WOOD CONSTRUCTION SHALL COMPLY WITH THE "NATIONAL DESIGN SPECIFICATION FOR WOOD CONSTRUCTION" (NDS). WOOD STRUCTURAL PANEL SHEATHING: ALL SHEATHING SHALL CONFORM TO THE SPECIFICATIONS OF THE AMERICAN PLYWOOD COUNCIL. ALL SHEATHING SHALL BE APA RATED STRUCTURAL I, EXPOSURE 1 SHEATHING. SHEATHING SHALL BE INSTALLED WITH STRENGTH AXIS PERPENDICULAR TO SUPPORTS. END JOINTS SHALL FALL AT STRUCTURAL SUPPORT POINTS AND SHALL BE STAGGERED BY APPROXIMATELY 1/2 PANEL LENGTHS. WOOD TRUSSES: WOOD TRUSSES SHALL BE DESIGNED BY A PROFESSIONAL ENGINEER REGISTERED IN THE COMMONWEALTH OF PENNSYLVANIA. THE DESIGN, MANUFACTURE AND QUALITY ASSURANCE OF METAL-PLATE-CONNECTED WOOD TRUSSES SHALL BE IN ACCORDANCE WITH TPI 1 "NATIONAL DESIGN STANDARD FOR METAL-PLATE -CONNECTED WOOD TRUSS CONSTRUCTION" OF THE TRUSS PLATE INSTITUTE, INC. AND THE NATIONAL DESIGN SPECIFICATIONS FOR STRESS GRADE LUMBER AND ITS FASTENING OF THE NATIONAL FOREST PRODUCTS ASSOCIATION. PROVIDE BRACING FOR TRUSSES IN ACCORDANCE WITH BCSI-B3 "PERMANENT RESTRAINT/BRACING OF CHORDS AND WEB MEMBERS". METAL ROOF AND WALL PANELS: INSTALL METAL PANELS IN ACCORDANCE WITH THE MANUFACTURER'S RECOMMENDATIONS FOR THE REQUIRED DESIGN LOADS. FASTEN METAL PANELS TO ROOF DECK AND WALLS IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS. PROVIDE COATED #14 WOODTITE SCREWS (OR EQUAL) WITH EPDM WASHER SPACED AT 9". FASTENERS SHALL PENETRATE ROOF DECK. MINIMUM EMBEDMENT IN SOLD WOOD (WALL GIRTS, TRUSS, BLOCKING) SHALL BE 1".
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2"x4" BLOCKING (TYP.) - ALL PANEL EDGES SHALL BE SUPPORTED
DRAWING NOTES:
Door Framing Details
SCALE AS SHOWN
South WallWest and East Walls
DETAIL NOTES:
PGC-234-19-02PROJECT NO.
DATE:
SHEET NO. 4 OF 5
LIMERICK TWP.
PENNSYLVANIA GAME COMMISSION
STATE GAME LANDS #234
REVISIONS
MONTGOMERY CO.
EQUIPMENT STORAGE BUILDING
FRAMING DETAILS
DRAWN BY:
10/17/19
A. KEIRN
1/2 in. = 1 ft.1/2 in. = 1 ft.
West and East Walls - 14' W x 14' H O.H. Door
1 in. = 1 ft.
West and East Walls - Walk Through Door
1 in. = 1 ft.
South Wall - 12' W x 12' H O.H. Door
1 in. = 1 ft.
South Wall - Walk Through. Door
1 in. = 1 ft.
Door Header Section Door Header Section
Door Header Section
Door Header Section
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1. UNLESS NOTED OTHERWISE, ALL WORK THIS SHEET SHALL BE THE UNLESS NOTED OTHERWISE, ALL WORK THIS SHEET SHALL BE THE RESPONSIBILITY OF AND PROVIDED BY THE GENERAL CONTRACTOR (GC).
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EXISTING CONCRETE FLOOR
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ROOF TRUSS
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AutoCAD SHX Text THREE (3) 2"x6" STUDS TOTAL - ONE (1) JACK STUD AND TWO (2) KING STUDS (TYP. FOR EACH SIDE OF DOOR OPENING)
AutoCAD SHX Text 2"x6" CRIPPLE STUDS (16" O.C.)
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HURRICANE TIE (48" O.C. FOR GABLE TRUSS)
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AutoCAD SHX Text TWO (2) 2"x6" STUDS - ONE (1) JACK STUD AND ONE (1) KING STUD (TYP.)
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EXISTING CONCRETE FLOOR
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1. GIRTS (WALLS) AND ROOF BLOCKING AND SHEATHING NOT SHOWN. GIRTS (WALLS) AND ROOF BLOCKING AND SHEATHING NOT SHOWN. 2. * = ADJUST DOOR FRAMING AS NEEDED FOR DOOR INSTALLATION IN * = ADJUST DOOR FRAMING AS NEEDED FOR DOOR INSTALLATION IN ACCORDANCE WITH MANUFACTURER'S REQUIREMENTS AND INSTALLATION INSTRUCTIONS. 3. PROVIDE DOOR STOPS, JAMBS AND TRIM FOR DOOR OPENINGS IN PROVIDE DOOR STOPS, JAMBS AND TRIM FOR DOOR OPENINGS IN ACCORDANCE WITH DOOR MANUFACTURER'S REQUIREMENTS AND INSTALLATION INSTRUCTIONS. 4. OVERLAP DOUBLE TOP PLATES AT CORNERS. LAP SPLICE TOP PLATES OVERLAP DOUBLE TOP PLATES AT CORNERS. LAP SPLICE TOP PLATES WITH END JOINTS OFFSET.
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HEADER (TYP. - SEE DETAILS THIS SHEET)
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ROOF TRUSS (48" O.C.)
AutoCAD SHX Text DOUBLE 2"x6" TOP PLATE
AutoCAD SHX Text FIVE (5) 2"x6" STUDS TOTAL - THREE (3) JACK STUDS AND TWO (2) KING STUDS (TYP. FOR EACH SIDE OF O.H. DOOR OPENING)
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HURRICANE TIE (TYP.)
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HEADER (TYP. - SEE DETAILS THIS SHEET)
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12" OSB
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AutoCAD SHX Text 2"x6" CRIPPLE STUD (16" O.C.)
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AutoCAD SHX Text 2"x6" CRIPPLE STUD (16" O.C.)
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DOOR OPENING
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DOOR OPENING
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DOOR OPENING
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DOOR OPENING
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12" OSB
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AutoCAD SHX Text 24F V4 1.7E IJC FRAMING GRADE SP GLULAM HEADER 5-1/2" x 14"
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SILL PLATE ANCHOR (TYP.) - SEE DETAIL 1/3
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SILL PLATE ANCHOR WITH HOLDOWN (TYP.)
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12" OSB
AutoCAD SHX Text 24F V4 1.7E IJC FRAMING GRADE SP GLULAM HEADER 5-1/2" x 14"
AutoCAD SHX Text FIVE (5) 2"x6" STUDS TOTAL - THREE (3) JACK STUDS AND TWO (2) KING STUDS (TYP. FOR EACH SIDE OF O.H. DOOR OPENING)
HEADER TO JACK STUD STRAP (TYP.) - BOTH SIDES OF OPENING OPPOSITE SIDE OF SHEATHING
DRAWING NOTES:
LEGEND
Electrical Plan
3/16 in. = 1 ft.
N
PROJECT NO.
DATE:
SHEET NO.
PENNSYLVANIA GAME COMMISSION
REVISIONS
MONTGOMERY CO.
ELECTRICAL PLAN
DRAWN BY: A. KEIRN
PROJECT NO.
DATE:
SHEET NO.
REVISIONS
DRAWN BY: A. KEIRN
PGC-234-19-02PROJECT NO.
DATE:
SHEET NO. 5 OF 5
LIMERICK TWP.STATE GAME LANDS #234
REVISIONS
EQUIPMENT STORAGE BUILDING
DRAWN BY:
10/17/19
A. KEIRN
SERVICE LATERAL DETAIL NOTES:
UNDERGROUND SERVICE
LATERAL INSTALLATION DETAIL
NOT TO SCALE
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LOAD CENTER - PANEL BOX SCHEDULE
AutoCAD SHX Text SERVICE VOLTAGE: 120/240V - 1ɸ - 3 WIRE MAIN SERVICE BREAKER: 200A SERVICE FEEDER: 3-#4/0, JACKETED ALUMINUM CONDUCTORS, RATED 600V THHN/THWN @90°C
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CIRCUIT BREAKER
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CONDUCTOR
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CIRCUIT NO.
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POLES
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AMPS
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CIRCUIT LOAD
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NO.
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SIZE
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GROUND
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CONDUIT
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RECEPTACLES - NORTH WALL
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12" SCH. 40 PVC
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RECEPTACLES - SOUTH WALL
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12" SCH. 40 PVC
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LIGHTS - NORTH ROW
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12" SCH. 40 PVC
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LIGHTS - SOUTH ROW
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12" SCH. 40 PVC
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EMERGENCY LIGHTS
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12" SCH. 40 PVC
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SPARE BREAKER
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SPARE BREAKER
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SPARE SPACES
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1. UNLESS NOTED OTHERWISE, ALL WORK THIS SHEET SHALL BE THE RESPONSIBILITY OF AND UNLESS NOTED OTHERWISE, ALL WORK THIS SHEET SHALL BE THE RESPONSIBILITY OF AND PROVIDED BY THE EC. EC SHALL COORDINATE WORK WITH GC. 2. ALL ELECTRICAL MATERIALS AND WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC ALL ELECTRICAL MATERIALS AND WORK SHALL BE IN ACCORDANCE WITH THE NATIONAL ELECTRIC CODE (NEC). 3. INSTALL ALL ELECTRICAL FIXTURES AND DEVICES IN ACCORDANCE WITH THE MANUFACTURER'S INSTALL ALL ELECTRICAL FIXTURES AND DEVICES IN ACCORDANCE WITH THE MANUFACTURER'S INSTRUCTIONS. 4. ELECTRIC UTILITY PROVIDER: ELECTRIC UTILITY PROVIDER: PECO 2301 MARKET STREET PHILADELPHIA, PA 19103 1-800-494-4000
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LIGHTING SCHEDULE
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MARK
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QUANTITY
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FIXTURE
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MODEL
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AutoCAD SHX Text 15.25" x 22" 4 LAMP LED HIGH BAY
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LITHONIA IBH 15000LM SD080 MD 0Z10 40K 80 CRI
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AutoCAD SHX Text COMBINATION EXIT AND EMERGENCY LIGHT w/ BATTERIES AND REMOTE HEAD
AutoCAD SHX Text LITHONIA ECRLEDH0 M6 w/ ELA LED T WP M12
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SECURITY MOTION, WALL MOUNT / OUTSIDE UNIT
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HEATH ZENITH SL-5630-BZ
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3-WAY SWITCH
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DUPLEX RECEPTACLE
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4-WAY SWITCH
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ENTRY DOOR
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ENTRY DOOR
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GARAGE DOOR OPENING
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GARAGE DOOR OPENING
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GARAGE DOOR OPENING (TYP.)
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ENTRY DOOR
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200A LOAD CENTER (SEE PANEL BOX SCHEDULE)
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UNDERGROUND ELECTRIC SERVICE FROM UTILITY POLE
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1. CONNECT METER SOCKET TO EXTERNAL GROUND ROD IN ACCORDANCE WITH THE CONNECT METER SOCKET TO EXTERNAL GROUND ROD IN ACCORDANCE WITH THE NEC AND UTILITY SERVICE PROVIDER REQUIREMENTS. 2. CONTRACTOR SHALL PROVIDE SERVICE LATERAL METER RISER AS SHOWN. BOND CONTRACTOR SHALL PROVIDE SERVICE LATERAL METER RISER AS SHOWN. BOND ALL JOINTS. 3. PROVIDE HEAVY GAUGE 2-HOLE GALVANIZED STRAP JUST BELOW BEND COUPLING. PROVIDE HEAVY GAUGE 2-HOLE GALVANIZED STRAP JUST BELOW BEND COUPLING. ANCHOR SECURELY TO CONCRETE FOUNDATION WALL USING " MIN. DIAMETER 38" MIN. DIAMETER FASTENERS. 4. CONTRACTOR SHALL PROVIDE GROUND MOVEMENT PROTECTION PER NEC 300.5(J) CONTRACTOR SHALL PROVIDE GROUND MOVEMENT PROTECTION PER NEC 300.5(J) TO PREVENT DAMAGE DUE TO SETTLEMENT OR FROST HEAVES. PROVIDE SLIP-JOINT CONDUIT FITTING (RIZZCON SAFETY CLIP OR EQUAL). PROVIDE SUFFICIENT CABLE SLACK OR A SLACK BOX TO ALLOW FOR CABLE MOVEMENT. 5. PROVIDE METALLIC GUARD FOR CABLE PROTECTION THAT MEETS UTILITY SERVICE PROVIDE METALLIC GUARD FOR CABLE PROTECTION THAT MEETS UTILITY SERVICE PROVIDER REQUIREMENTS. EXTEND GUARD UP POLE 8 FEET MINIMUM FROM FINISHED GROUND SURFACE. 6. CABLE SHALL BE SECURELY FASTENED TO POLE AND OF SUFFICIENT LENGTH TO CABLE SHALL BE SECURELY FASTENED TO POLE AND OF SUFFICIENT LENGTH TO PERMIT CONNECTION TO UTILITY SERVICE PROVIDER CONDUCTORS. 7. BACKFILL CONDUIT TRENCH ABOVE #10 AASHTO CONDUIT BEDDING WITH SUITABLE BACKFILL CONDUIT TRENCH ABOVE #10 AASHTO CONDUIT BEDDING WITH SUITABLE EXCAVATED MATERIAL. COMPACT BACKFILL AND RESTORE SURFACE WITH SEED AND MULCH.
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#4 SOLID COPPER WIRE
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METER SOCKET
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3"SCH. 80 CONDUIT
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SLIP JOINT
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BUILDING
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SERVICE CONDUCTORS (SEE NOTE 6)
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EXISTING UTILITY POLE
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METER
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CONDUIT STRAP PER NEC
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SEE NOTE 3
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SEE NOTE 4
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90° BEND (OR 2-45°BENDS) - MIN. RADIUS 24"
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GROUND ROD & WIRE PER POWER COMPANY AND NEC 250
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UTILITY WARNING RIBBON 12" ABOVE SERVICE LATERAL PER NEC 300.5(D)3
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METER BASE
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EXIT / EMERGENCY LIGHT
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HOME RUN / CIRCUIT #
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DOOR OPENING
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LIFT TRACK)
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DOOR OPENING
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SEE NOTE 5
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90° BEND (OR 2-45°BENDS) - MIN. RADIUS 24"
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PROVIDE WORKING SPACE PER NEC
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REMOTE LAMP
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(TYP.)
SEE NOTE 7
| SGL 234-19-2_1-1 - Site Plan |
| Sheets and Views |
| 1 - Site Plan |
| SGL 234-19-2_1-2 - Elevations |
| Sheets and Views |
| 2 - Elevations |
| SGL 234-19-2_1-3 - Details |
| Sheets and Views |
| 3 - Details |
| SGL 234-19-2_1-5 - Electrical |
| Sheets and Views |
| 5 - Electrical |
| SGL 234-19-2_1-4 - Details |
| Sheets and Views |
| 4 - Details |
File details come from the government source that posted it. Updated .