751-15248.SMD - Wilson SP Beach House Roof - BID DWGS - PT3.pdf

ROOF FRAMING PLAN

1/4"=1'-0"

NORTH

SHEET NUMBERPROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET TITLE

PRELIMINARY

NOT FOR CONSTRUCTION

COPYRIGHT 2021C

Saginaw, Michigan 48607 100 S Jefferson Ave, Suite 601

WTAARCH.COM

ARCHITE SCT

DATENO. REVISION

PROJECT TITLE

51023

INDEX NO.

751/15248.SMD

FILE NO.

00412

CONTRACT NO.

(989) 894-4300 F (989) 894-9930 www.macmillanassociates.com

714 EAST MIDLAND STREET BAY CITY, MICHIGAN 48706

MacMILLAN ASSOCIATES

CONSULTING ENGINEERS

DEPARTMENT OF NATURAL RESOURCES

WILSON STATE PARK

BEACH HOUSE

ROOF REPLACEMENT & RESTORATION:

HARRISON, MICHIGAN

2015104

SEPT, 2021

989 752 8107

P L U R I B U E

S U N U M

C I R C U M S P I C E

S I Q U EREI S PENI NSUL AM A MOE NA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

9/3/21PHASE 500 90% REVIEW

ROOF FRAMING PLAN,

DETAILS, NOTES AND

SCHEDULE

DFR

S2.01

GENERAL

1. VERIFY DIMENSIONS BEFORE COMMENCING WORK. REPORT DISCREPANCIES TO THE ARCHITECT.

2. VERIFY OPENINGS IN THE FRAMING PLANS WITH THE ARCHITECTURAL, MECHANICAL AND

ELECTRICAL DRAWINGS.

3. ALL WORK SHALL CONFORM TO MICHIGAN BUILDING CODE 2015.

4. DESIGN LOADS

A. DESIGNED IN ACCORDANCE WITH MICHIGAN BUILDING CODE 2015.

B. ROOF SNOW LOAD: GROUND SNOW LOAD PG = 40 PSF

SLOPED ROOF SNOW LOAD, PF = 34 PSF

SNOW EXPOSURE FACTOR, CE = 1.0

SNOW LOAD IMPORTANCE FACTOR, I = 1.0

THERMAL FACTOR, CT = 1.2

UNBALANCED SNOW LOAD, SEE DIAGRAM THIS SHEET

WOOD FRAMING

1. DIMENSIONAL FRAMING MATERIAL SHALL BEAR THE GRADE MARK OF AN ALSC APPROVED

AGENCY, KILN DRIED, AND HAVE THE FOLLOWING MINIMUM STRESS GRADE:

2x4: SPRUCE-PINE-FIR, CONSTRUCTION GRADE OR BETTER.

2x6 AND LARGER: HEM-FIR #2 OR BETTER.

2. ROOF RAFTERS ANCHORED TO CONTINUOUS PLATES WITH ONE SIMPSON H3 ANCHOR UNLESS

NOTED OTHERWISE.

3. WOOD TO BE IN CONTACT WITH CONCRETE, MASONRY, OR GRADE SHALL BE PRESSURE TREATED.

PLYWOOD SHEATHING

1. PLYWOOD/OSB FOR ROOF DECK SHALL BE 5/8" THICK APA RATED SHEATHING.

2. ROOF SHEATHING FASTENED WITH 8D COMMON NAILS AT 6” O.C. AT PANEL EDGES AND

INTERMEDIATE SUPPORTS UNLESS NOTED OTHERWISE.

3. PANELS SHALL BE LAID IN A STAGGERED PATTERN, CONTINUOUS OVER TWO SPANS.

WOOD TRUSSES

1. WOOD TRUSSES SHALL BE DESIGNED AND FABRICATED PER TRUSS PLATE INSTITUTE, INC.

SPECIFICATIONS.

2. DESIGN LOADS FOR TRUSSES SHALL BE:

TOP CHORD LIVE LOAD - 34 PSF (SEE DIAGRAM THIS SHEET FOR UNBALANCED SNOW LOAD)

TOP CHORD DEAD LOAD - 15 PSF

BOTTOM CHORD DEAD LOAD - 5 PSF

BOTTOM CHORD LIVE LOAD - 5 PSF

TOP CHORD WIND UPLIFT - DESIGN IN ACCORDANCE WITH 2015 MICHIGAN BUILDING CODE 115 MPH, EXPOSURE D. DEPENDENT ON EFFECTIVE WIND AREA AND ZONE. LOADS SHALL BE COMBINED PER

2015 MICHIGAN BUILDING CODE LOAD COMBINATIONS.

3. SHOP DRAWINGS FOR TRUSSES SHALL BE PREPARED BY THE SUPPLIER AND SUBMITTED TO THE

ARCHITECT/ENGINEER FOR APPROVAL. SHOP DRAWINGS SHALL BE PREPARED UNDER THE

SUPERVISION AND SHALL BE CERTIFIED BY A REGISTERED PROFESSIONAL ENGINEER IN THE

STATE WHERE THE PROJECT IS LOCATED.

4. TRUSSES SHALL BE ANCHORED TO SUPPORTS WITH ONE SIMPSON H2.5A ANCHOR EACH END

UNLESS NOTED OTHERWISE.

5. LIMIT OVERHANG MEMBER DEFLECTION TO L/180.

6. LATERAL WEB BRACING DESIGN AND CONNECTIONS BY TRUSS MANUFACTURER.

7. TRUSSES SHALL BE DESIGNED FOR MAXIMUM BEARING PRESSURE OF 405 PSI.

8. TEMPORARY BRACING TO BE CONTRACTORS RESPONSIBILITY. CONFORM TO ALL APPLICABLE

CODES AND STANDARDS. INTERNAL TEMPORARY BRACING SHALL REMAIN AS PERMANENT

BRACING.

MARK SIZE

WH1 (2) 2x6

MIN BEARING

(1) STUD EACH END

2x 2x

2x 2x

RIDGE

G T

GT

GT

2x

2x

R

ID

G E

2x 2x

2x2x

GTGT

GT

VALL

EYVALLEY

H1 H1 H1 H1

H

H

H

H

H1 H1 H1 H1

H

H

H

H

H

H

S2.01

LEGEND

H1 - WOOD HEADER - SEE SCHEDULE THIS SHEET

GT - GIRDER TRUSS

VALLEY FRAMING AT 2'-0" O.C.,

SEE DETAIL 1/S2.01

5/8" APA RATED SHEATHING

WOOD TRUSSES AT 2'-0" O.C.

2x 2x

5/8" APA RATED SHEATHING

WOOD TRUSSES AT 2'-0" O.C.

WOOD TRUSSES AT 2'-0" O.C.

WOOD TRUSSES AT 2'-0" O.C.

S2.01

S2.01

EX WOOD ROOF FRAMING

UNBALANCED SNOW LOAD DIAGRAM

NOTE:

DISTRIBUTION SHALL BE

LC RIDGE

10 PSF

50 PSF

4'-6"

34 PSF

APPLIED ON EITHER SIDE

OF THE RIDGE.

UNBALANCED LOAD

TRUSS BEARING

3/4"=1'-0"

(1)SIMPSON H2.5A HANGER

WOOD TRUSSES AT 2'-0" O.C.

ROOF SHEATHING,

SEE PLAN

EXISTING 2x6 STUD WALL

VERIFY EXISTING

(2)2x TOP PLATE

S2.01

PLAN VIEW - BEAM SPLICE

3/4"=1'-0"

3"

1'-0"

TIMBER BEAM, PRESSURE

TREATED POLE GRADE

RED PINE. FIELD TREAT

CUTS WITH BORATE RODS

CUT OFF EXCESS BOLT,

TOUCH -UP GALVANIZED

EXISTING TIMBER BEAM

SQUARE GALVANIZED

WASHER, SUNK IN

MATCH EXISTING

(4)3/4" DIAMETER,

GALVANIZED BOLTS (NOT

THREADED ROD). 3" O.C.

EACH WAY

S2.01

TIMBER POST BASE REPAIR

3/4"=1'-0"

EXISTING CONCRETE

SLAB ON GRADE8" LONG GALVANIZED

CONCRETE SCREWS AT 8" O.C.

EXISTING STEEL PLATE

TO BE REMOVED

SEALANT

EXISTING TIMBER POST

3 LOCATIONS

REMOVE LOWER

PORTION OF EXISTING

POST AND GROUT.

REPLACE WITH STUD

TREATED POLE GRADE

RED PINE, 4" THICK

BORATE ROD AT 8" O.C.

SEALANT

REMOVE EXISTING GROUT

EXISTING CONCRETE

FOOTING (ASSUMED)

5/16" DIAMETER GRK RSS

SCREW 8" LONG AT 8" O.C.

AT PERIMETER OF POST

4" 4"

S2.01

POST BASE REPLACEMENT

3/4"=1'-0"

EXISTING CONCRETE

SLAB ON GRADE

8" LONG GALVANIZED

CONCRETE SCREWS AT 8" O.C.

SEALANT

EXISTING TIMBER POST

1 LOCATION

(6)#4 BARS, EMBED 6"

INTO EXISTING

CONCRETE WITH HILTI

HY-200 EPOXY

EXISTING CONCRETE

FOOTING (ASSUMED)

4"

EXISTING MASONRY WALL

#3 TIES AT 8" O.C. VERTICAL

CONCRETE PIER, MATCH

DIAMETER OF EXISTING

TIMBER POST

REMOVE EXISTING

ROTTED POST UP TO 2"

ABOVE TOP OF ADJACENT

MASONRY WALL

S2.01

FIRST FLOOR ELECTRICAL DEMOLITION PLAN

NORTH

EX

PANEL A

EX

PANEL B

EX 60A

DISCONNECT

EX UGE

EX

O

VH

D

EX RISER MAST

EX

EX

EX

EX

EX

SHEET NUMBERPROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET TITLE

PRELIMINARY

NOT FOR CONSTRUCTION

COPYRIGHT 2021C

Saginaw, Michigan 48607 100 S Jefferson Ave, Suite 601

WTAARCH.COM

ARCHITE SCT

DATENO. REVISION

PROJECT TITLE

51023

INDEX NO.

751/15248.SMD

FILE NO.

00412

CONTRACT NO.

(989) 894-4300 F (989) 894-9930 www.macmillanassociates.com

714 EAST MIDLAND STREET BAY CITY, MICHIGAN 48706

MacMILLAN ASSOCIATES

CONSULTING ENGINEERS

DEPARTMENT OF NATURAL RESOURCES

WILSON STATE PARK

BEACH HOUSE

ROOF REPLACEMENT & RESTORATION:

HARRISON, MICHIGAN

2015104

SEPT, 2021

989 752 8107

P L U R I B U E

S U N U M

C I R C U M S P I C E

S I Q U EREI S PENI NSUL AM A MOE NA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

9/3/21PHASE 500 90% REVIEW

FIRST FLOOR ELECTRICAL

DEMOLITION PLAN

BAV

E1.01

DEMOLITION KEYED NOTES

EC SHALL DISCONNECT POWER AND ALL

BRANCH WIRING TO THE OLD PANEL B TO THEN

COMPLETELY REMOVE THE PANEL. EC SHALL

FIELD VERIFY ALL EXISTING BRANCH CIRCUITS

STILL BEING UTILIZED TO THEN RELOCATE

THOSE CIRCUITS OVER TO PANEL A.

EC SHALL DISCONNECT AND REMOVE THE

EXISTING LIGHT FIXTURE. REMOVE THE

ASSOCIATED LOCAL SWITCHES AND WIRING

BACK TO THE PANEL.

EC SHALL DISCONNECT AND REMOVE THE

EXISTING 60AMP FEED AS SHOWN. REMOVE

ALL ASSOCIATED CONDUIT, WIRING, POLES,

MASTS ETC BACK TO PANEL.

M

EX METER

2 2 2

2 2

EX

PANEL A NEW LC1

FIRST FLOOR ELECTRICAL REVISED PLAN

1/4"=1'-0"

NORTH

SHEET NUMBERPROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET TITLE

PRELIMINARY

NOT FOR CONSTRUCTION

COPYRIGHT 2021C

Saginaw, Michigan 48607 100 S Jefferson Ave, Suite 601

WTAARCH.COM

ARCHITE SCT

DATENO. REVISION

PROJECT TITLE

51023

INDEX NO.

751/15248.SMD

FILE NO.

00412

CONTRACT NO.

(989) 894-4300 F (989) 894-9930 www.macmillanassociates.com

714 EAST MIDLAND STREET BAY CITY, MICHIGAN 48706

MacMILLAN ASSOCIATES

CONSULTING ENGINEERS

DEPARTMENT OF NATURAL RESOURCES

WILSON STATE PARK

BEACH HOUSE

ROOF REPLACEMENT & RESTORATION:

HARRISON, MICHIGAN

2015104

SEPT, 2021

989 752 8107

P L U R I B U E

S U N U M

C I R C U M S P I C E

S I Q U EREI S PENI NSUL AM A MOE NA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

9/3/21PHASE 500 90% REVIEW

FIRST FLOOR ELECTRICAL

REVISED PLAN

BAV

E2.01

M

EX METER

A A

A A

SM

SM

SM

SM

A

A

AA

A

AA

BW

BW

BW

BBBB A-9

KEYED NOTES

EC SHALL UTILIZE THE UPPER RIDGE BEAM TO

ROUTE ALL NEW CONDUITS ACROSS THE OPEN

PAVILION AREA TO THE TOILET AND BASEMENT

AREAS.

INSTALL THE NEW LIGHTING CONTROL PANEL

HERE AS SHOWN TO CONTROL THE EXTERIOR

LIGHTS.

GENERAL NOTES

1. EC SHALL INSTALL ALL NEW THHN WIRING IN

EMT CONDUIT IN ALL INTERIOR SPACES.

2. EC SHALL INSTALL ALL NEW THHN WIRING IN

METAL RIGID CONDUIT IN ALL EXTERIOR

AREAS ALONG WITH THE OPEN PAVILION

AREA AND THE BASEMENT STORAGE AREA.

3. ALL CONDUIT SHALL BE ROUTED

CONCEALED WITHIN WALL AND ABOVE

CEILINGS WHERE POSSIBLE.

4. WHERE CONDUIT HAS TO BE INSTALLED

ALONG THE OPEN TIMBER STRUCTURE THE

CONDUIT SHALL BE INSTALLED ON THE

UPPER SIDE OF THE LOG IN AN EFFORT TO

CONCEAL THE CONDUIT AS MUCH AS

POSSIBLE. CONDUIT SHALL ALSO BE

PAINTED TO MATCH TIMBER STAIN COLOR.

2GFI

A-11

A-13

A-12

A-12

A-12

GFI

A-14

BASEMENT FLOOR ELECTRICAL REVISED PLAN

NORTH

SHEET NUMBERPROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET TITLE

PRELIMINARY

NOT FOR CONSTRUCTION

COPYRIGHT 2021C

Saginaw, Michigan 48607 100 S Jefferson Ave, Suite 601

WTAARCH.COM

ARCHITE SCT

DATENO. REVISION

PROJECT TITLE

51023

INDEX NO.

751/15248.SMD

FILE NO.

00412

CONTRACT NO.

(989) 894-4300 F (989) 894-9930 www.macmillanassociates.com

714 EAST MIDLAND STREET BAY CITY, MICHIGAN 48706

MacMILLAN ASSOCIATES

CONSULTING ENGINEERS

DEPARTMENT OF NATURAL RESOURCES

WILSON STATE PARK

BEACH HOUSE

ROOF REPLACEMENT & RESTORATION:

HARRISON, MICHIGAN

2015104

SEPT, 2021

989 752 8107

P L U R I B U E

S U N U M

C I R C U M S P I C E

S I Q U EREI S PENI NSUL AM A MOE NA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

9/3/21PHASE 500 90% REVIEW

BASEMENT FLOOR

ELECTRICAL DEMOLITION

AND REVISED PLAN

BAV

E2.02

DEMOLITION KEYED NOTES

EC SHALL DISCONNECT POWER AND ALL

BRANCH WIRING TO THE OLD PANEL B TO THEN

COMPLETELY REMOVE THE PANEL. EC SHALL

FIELD VERIFY ALL EXISTING BRANCH CIRCUITS

STILL BEING UTILIZED TO THEN RELOCATE

THOSE CIRCUITS OVER TO PANEL A.

EC SHALL DISCONNECT AND REMOVE THE

EXISTING LIGHT FIXTURE. REMOVE THE

ASSOCIATED LOCAL SWITCHES AND WIRING

BACK TO THE PANEL.

BASEMENT FLOOR ELECTRICAL DEMOLITION PLAN

1/4"=1'-0"

NORTH

2 2

S

A A

A

A

A

GFI

A-14A-12

SHEET NUMBERPROJECT NUMBER

PROJECT DATE

CHECKED BY

SHEET TITLE

PRELIMINARY

NOT FOR CONSTRUCTION

COPYRIGHT 2021C

Saginaw, Michigan 48607 100 S Jefferson Ave, Suite 601

WTAARCH.COM

ARCHITE SCT

DATENO. REVISION

PROJECT TITLE

51023

INDEX NO.

751/15248.SMD

FILE NO.

00412

CONTRACT NO.

(989) 894-4300 F (989) 894-9930 www.macmillanassociates.com

714 EAST MIDLAND STREET BAY CITY, MICHIGAN 48706

MacMILLAN ASSOCIATES

CONSULTING ENGINEERS

DEPARTMENT OF NATURAL RESOURCES

WILSON STATE PARK

BEACH HOUSE

ROOF REPLACEMENT & RESTORATION:

HARRISON, MICHIGAN

2015104

SEPT, 2021

989 752 8107

P L U R I B U E

S U N U M

C I R C U M S P I C E

S I Q U EREI S PENI NSUL AM A MOE NA M

DEPARTMENT OF TECHNOLOGY, MANAGEMENT AND BUDGET

STATE OF MICHIGAN

ADAM P. LACH, RA, DIRECTOR

STATE FACILITIES ADMINISTRATION

DESIGN AND CONSTRUCTION DIVISION

9/3/21PHASE 500 90% REVIEW

ELECTRICAL ONE LINE AND

SCHEDULES

BAV

E3.01

120 Transformer Power Dedicated Circuit (A-10)

SPARE

Cooper Greengate

LK4-120NO

EXTERIOR LIGHTS (A-9)

LiteKeeper 4

ELECTRICAL CONTROL PANEL LC1 DETAIL

NONE

(CONTROLLED TIME OF DAY)

(CONTROLLED BY PHOTOCELL DUSK TO DAWN)

(CONTROLLED TIME OF DAY)

(CONTROLLED TIME OF DAY)

ELECTRICAL SYMBOLS LIST

1x4 LIGHT FIXTURE

WALL MOUNTED LIGHT FIXTURE

PENDANT LIGHT FIXTURE

MOTION SENSOR SWITCH

DUPLEX RECEPTACLE

QUADPLEX RECEPTACLE

NON-FUSED DISCONNECT SWITCH

PANELBOARD

UNDERGROUND ELECTRICAL

GROUND FAULT INTERRUPTER

EXISTING

SM

UGE

GFI

EX

LIGHTING FIXTURE SCHEDULE

TYPE DESCRIPTION

A 4' LINEAR LED. 7" WIDE, 38 WATT, 4600 LUMEN, 4000 DEG K,

POLYCARBONATE VANDAL RESISTANCE LENS, WHITE END

CAPS.

METALUX #4NLW4040C OR EQUAL.

B LED PENDANT. LARGE BEACON STEM MOUNTED ALUMINUM

FIXTURE POWDER COATED BRONZE, 12"STEM 27" SHADE, 42

WATT LED, 3000°K, 6" DIA FROSTED ACRYLIC LENS WITH

FROSTED SEAL OPTICAL COMPARTMENT LENS.

TEKA # LBS-S-SD27-LED-X47-BZP-A-HSR OR EQUAL

BW LED WALL MOUNTED FIXTURE.SAME AS TYPE B EXCEPT WALL

MOUNTED WITH 12" SHADE, 20 WATT LED 3000°K.

TEKA # BMW-SD12-L16-BZP-CRW OR EQUAL.

EX

PANEL B

(OLD

MAIN

PANEL)

MEX

METER

EX

PANEL A

6'-0"

NEW 10'x3/4"

COPPER

GROUND ROD

NEW 10'x3/4"

COPPER

GROUND ROD

(3) #3

(1) #8 GND

1 1/4"C

RISER DIAGRAM

MASTER ELECTRICAL DRAWINGS SPECIFICATIONS

BASIC ELECTRICAL REQUIREMENTS

A. Furnish all equipment, materials, articles, items, operations or methods listed, mentioned or scheduled on drawings, these specifications, manufacturer's installation instructions and include all labor, materials, equipment and incidentals necessary for complete installation and operation.

B. LAYOUT OF THE WORK

Examine the site and all the drawings before proceeding with the layout and installation of this work. Confer and cooperate with the other trades on the job so all parts will be installed in proper relationship. Precise locations of parts to coordinate with other work is the responsibility of the Contractor.

C. INTERFERENCES

The Contractor shall confer with other trades regarding location of equipment, fixtures, conduit, switches, outlets, etc., in order that there may be no interference in the installation of the work of any trades or delay in the progress of any work.

D. MATERIALS AND WORKMANSHIP

All materials and equipment furnished for installation on this project shall be new and in strict accordance with this specification. All packaged materials shall be delivered in the original containers which show the manufacturer's name and the identifying designations as to size, quality, etc. Materials delivered to the job in unmarked or mutilated packages will be ordered to be removed from the site at once. Materials or equipment judged as "damaged" by the Architect or Engineer shall be removed from the job. All electrical equipment shall bear the Underwriter's Label.

E. GUARANTEES

All equipment and work performed shall be guaranteed for one year from time of substantial completion of project, unless directed otherwise in Division 1.

F. SUBMITTALS

Submit electronic files.

Proposed Products List: Include Products specified in the following Sections

G. REGULATORY REQUIREMENTS

Conform to applicable Building Code.

Conform to requirements of NFPA 70, 2017 National Electric Code, 2015 Michigan Building Code, 2017 State of Michigan Electrical Code, 2009 ANSI 117.1, 2015 Michigan Energy Code, and Local Codes.

Equipment: U.L. tested and approved for its purpose.

The Electrical Contractor shall obtain and pay for all permits and inspection fees. Copies of the Certificate of Inspection are to be provided to the Owner after final inspection and approval from authorities having jurisdiction.

H. TEMPORARY SERVICES

The Contractor shall provide and maintain wiring for all interior construction lighting and power to meet OSHA Standards. Contractor shall provide and maintain all required lamps and guards. Contractor's power tools, cords, etc. shall be in strict accordance with National Electrical Code 2017, Article 590.

I. OPERATION AND MAINTENANCE MANUALS

Two (2) bound sets of Operating and Maintenance Manuals are to be submitted to the Architect/Engineer for approval. Manuals are to include electrical distribution parts lists and all other parts lists and maintenance procedures as well as operating instructions on all equipment supplied.

CONDUIT

A. Metal conduit.

B. Liquidtight flexible rigid steel conduit.

C. Electrical metallic tubing.

D. Nonmetal conduit. SCH 40 or HDPE.

E. 3/4" Minimum size.

F. Underground Installations:

1. Use Schedule 40 PVC non-metallic conduit or seamless HDPE direct burial conduit.

G. Exterior Locations: Use galvanized rigid steel conduit for all outside installation. Use applicable fittings.

H. Dry Interior Locations:

1. Use EMT type conduit, set screw couplings and connectors.

2. Use rigid steel for dry interior with applicable fittings as noted or shown on the drawings.

I. One 1" minimum size for data.

INSTALLATION

A. Install nonmetallic conduit in accordance with manufacturer's instructions.

B. Arrange supports to prevent misalignment during wiring installation.

C. Support conduit using coated steel or malleable iron straps, lay-in adjustable hangers, clevis hangers, and split hangers.

D. Group related conduits; support using conduit rack.

Construct rack using steel channel; provide space on each for 25 percent additional conduits.

E. Fasten conduit supports to building structure and surfaces.

F. Do not support conduit with wire or perforated pipe straps. Remove wire used for temporary supports.

G. Do not attach conduit to ceiling support wires.

H. Arrange conduit to maintain headroom and present neat appearance.

I. Route conduit parallel and perpendicular to walls or building centerlines.

J. Route conduit installed above accessible ceilings parallel and perpendicular to walls.

K. Maintain adequate clearance between conduit and piping.

INTERFACE WITH OTHER PRODUCTS

A. Use firestop caulk where conduit passes through fire rated floors and walls. Refer to Architectural plans for locations.

BUILDING WIRE AND CABLE

A. Building wire and cable.

B. Metal clad cable (MC).

C. Description: Single conductor insulated wire.

D. Conductor: Copper.

E. Insulation Voltage Rating: 600 volts.

F. Insulation: Type THHN/THWN 75ºC.

INSTALLATION

A. Use conductor size not smaller than 12 AWG for power and lighting circuits.

B. Use 10 AWG conductors for 20 ampere, 120 volt branch circuits longer than 100 feet.

C. Neatly train and lace wiring inside boxes, equipment, and panelboards.

D. All power wiring shall be installed in conduit.

FIELD QUALITY CONTROL

A. Verify continuity of each branch circuit conductor.

BOXES

A. Branch device boxes. Sheet Metal Boxes: As the general project requirement for branch power and low voltage systems. Use 4" square steel box, with single gang device. Non-metallic box is not acceptable in fire rated walls and or general project installation.

B. Pull and junction boxes. NEMA 1 enclosure for interior locations. NEMA 3R for exterior locations.

INSTALLATION

A. Coordinate mounting heights and locations of outlets mounted above counters, benches, and backsplashes.

B. Use flush mounting device box in finished areas.

C. Do not install flush mounting box back-to-back in walls;

provide minimum 6 inches separation. Provide minimum 24 inches separation in acoustic rated walls.

D. Do not fasten boxes to ceiling support wires.

E. Support boxes independently of conduit.

F. Use cast aluminum box in exterior locations. Provide metallic "in-use" cover.

WIRING DEVICES

A. Wall switches.

B. Receptacles.

C. Device plates.

WALL SWITCHES

A. Manufacturers:

1. Pass & Seymour.

2. Leviton.

3. Bryant.

B. Description: NEMA WD 1, Heavy-Duty, AC only general-use snap switch.

C. Body and Handle: Device color shall be from standard colors.

D. Ratings:

1. Voltage: 120/277 volts, AC.

2. Current: 20 amperes.

RECEPTACLES

A. Manufacturers:

1. Pass & Seymour.

2. Leviton.

3. Bryant.

B. Description: NEMA WD 1, Heavy-duty specification grade duplex receptacle.

C. Device Body: Color to be determined from standard colors.

D. GFCI Receptacle: Convenience duplex receptacle with integral ground fault circuit interrupter to meet regulatory requirements.

E. Provide WR rated receptacles for exterior locations.

INSTALLATION

A. Install devices plumb and level.

B. Install switches with OFF position down.

C. Install receptacles with grounding pole on bottom.

D. Connect wiring device grounding terminal to outlet box with bonding jumper or branch circuit equipment grounding conductor where specified.

E. Connect wiring devices by wrapping conductor around screw terminal.

F. Provide a dedicated neutral conductor for each receptacle circuit. Shared neutrals shall not be permitted.

G. Install wall switch 48 inches to top of the box above finished floor.

H. Install convenience receptacle and/or voice/data outlet 16 inches as a minimum to bottom of the box above finished floor.

FIELD QUALITY CONTROL

A. Test each receptacle device for proper polarity.

B. Test each GFCI receptacle device for proper operation.

PRODUCT REQUIREMENTS

A. Materials and Finishes: Provide adequate corrosion resistance.

B. Provide materials, sizes, and types of anchors, fasteners and supports to carry the loads of equipment and conduit. Consider weight of wire in conduit when selecting products.

C. Anchors and Fasteners:

1. Concrete Structural Elements: Use expansion anchors.

2. Steel Structural Elements: Use beam clamps.

3. Concrete Surfaces: Use self-drilling anchors and expansion anchors.

4. Hollow Masonry, Plaster, and Gypsum Board Partitions: Use toggle bolts and hollow wall fasteners.

5. Solid Masonry Walls: Use expansion anchors.

6. Sheet Metal: Use sheet metal screws.

7. Wood Elements: Use wood screws.

INSTALLATION

A. Install products in accordance with manufacturer's instructions.

ELECTRICAL IDENTIFICATION

A. Nameplates and labels.

B. Wire and cable markers.

C. Panelboard directory.

NAMEPLATES AND LABELS

A. Nameplates: Engraved three-layer laminated plastic, black letters on white background, 1/4" letter height, 1 1/2" minimum tag width and 4 1/2" maximum tag length.

B. Locations:

1. Panelboards

2. Disconnect switches

3. VFDs

4. Motor starters

WIRE MARKERS

A. Manufacturers:

1. Brady or equal.

B. Description: Tape or tubing type wire markers.

C. Locations: Each conductor at panelboard.

PANELBOARD DIRECTORY

A. Use factory supplied directory cards. Provide typewritten circuit loads per code requirements. Hand written directory is not acceptable.

INTERIOR LUMINAIRES

A. Interior luminaires per schedule.

REFERENCES

A. LED Standards LM70, LM79, LM80.

B. NFPA 101 - Life Safety Code, current adopted edition.

DRIVERS

A. LED drivers shall include a factory disconnecting means in accordance with 2017 NEC 410-130G.

INSTALLATION

A. Install suspended luminaires using pendants supported from swivel hangers. Provide pendant length required to suspend luminaire at indicated height.

B. Support luminaires independent of ceiling framing.

C. Locate recessed ceiling luminaires as indicated on reflected ceiling plan.

D. Install surface mounted luminaires and exit signs plumb and adjust to align with building lines and with each other. Secure to prevent movement.

E. Install recessed luminaires to permit removal from below.

F. Install recessed luminaires using accessories and firestopping materials to meet regulatory requirements for fire rating.

G. Install clips to secure recessed grid-supported luminaires in place at a minimum of (4) points of attachment to prevent movement.

H. Wire exit lights and emergency lighting as noted and shown on the drawings.

LIGHTING CONTROL

A. Furnish and install occupancy sensors, power packs, room controllers, relay panels, low-voltage switching and wiring as scheduled and specified.

SPARE

SPARE