july 2, 2021 project name: pittsburg high school new

CHACON Architecture | Ph: 925– 291 -2048

[email protected]

1

July 2, 2021

PROJECT NAME: PITTSBURG HIGH SCHOOL NEW MARQUEE SIGN

DISTRICT: PITTSBURG UNIFIED SCHOOL DISTRICT

DSA APPLICATION NO: 01-119676

ADDENDUM #1

GENERAL:

ITEM NO. 1.1. MANDATORY PRE-BID CONFERENCE

Refer to attached copy of sign-in sheets and agenda for full list of attendees.

ITEM NO. 1.2 DIVISION 5 SPECIFICATIONS

Added Division 5 Spcification Sections: , 051200 STRUCTURAL STEEL FRAMING ; 054000 COLD-FORMED METAL

ITEM NO. 1.3 SCHOOL LOGO SIGNAGE

(2) Existing Pittsburg High Surface mounted logos to be salvaged and protected , and re-installed on New Marquee Structure. See Sheet

A-201

This Addendum forms part of the Contract Documents and modifies the Original Bidding

Documents and previous Addenda as noted below. Acknowledge receipt fo this

Addendum in the space provided in the Bid Form. Failure to do so may subject Bidder to

disqualification.

PITTSBURG UNIFIED SCHOOL DISTRICT Pittsburg High School Marquee Sign Chacon Architecture 054000 - 1 of 6

SECTION 054000 COLD FORMED METAL FRAMING

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Formed steel stud exterior wall and interior wall framing.

B. Formed steel joist and purlin framing and bridging. 1.02 RELATED REQUIREMENTS

A. Section 033000 - Cast-in-Place Concrete: Grout under base plate, bearing plates and

channels.

B. Section 051200 - Structural Steel Framing.

C. Section 053100 - Steel Deck. 1.03 REFERENCE STANDARDS (EDITIONS ADOPTED BY CURRENT GOVERNING

CALIFORNIA BUILDING CODE)

A. AISC 303 - Code of Standard Practice for Steel Buildings and Bridges; American Institute of Steel Construction, Inc.

B. AISI S100 - North American Specification for the Design of Cold-Formed Steel Structural Members; American Iron and Steel Institute.

C. ASTM A36 - Standard Specification for Carbon Structural Steel.

D. ASTM A123 - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.

E. ASTM A153 - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.

F. ASTM A653 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

G. ASTM A780 - Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings.


H. ASTM A1003 - Standard Specification for Steel Sheet, Carbon, Metallic- and Nonmetallic-Coated for Cold-Formed Framing Members.

I. ASTM C955 - Standard Specification for Load-Bearing (Transverse and Axial) Steel Studs, Runners (Tracks), and Bracing or Bridging for Screw Application of Gypsum Panel Products and Metal Plaster Bases.

J. ASTM C1513 - 10 Standard Specification for Steel Tapping Screws for Cold-Formed Steel Framing Connections.

K. ASTM C1513 - Standard Specification for Steel Tapping Screws for Cold-Formed Steel Framing Connections.

L. AWS D1.1 - Structural Welding Code - Steel; American Welding Society.

M. AWS D1.3 - Structural Welding Code - Sheet Steel; American Welding Society.

N. SSPC-Paint 20 - Zinc-Rich Primers (Type I, "Inorganic," and Type II, "Organic"); Society for Protective Coatings.

1.04 SUBMITTALS

A. See Section 013000 - Shop Drawings, Product Data and Samples, for submittal procedures.

B. Product Data

1. Provide Manufacturer's product information and installation instructions for each item of metal framing and accessories.

C. Shop Drawings

1. Show layout, spacing, sizes, thicknesses, and types of cold-formed metal framing, fabrication, fastening and anchorage details, including mechanical fasteners. Show reinforcing channels, opening framing, supplemental framing, strapping, bracing, bridging, splices, accessories, connection details, and attachment of other work.

1.05 QUALITY ASSURANCE

A. Codes and Standards: The fabrication and erection of cold-formed metal framing must comply with all the applicable provisions of the following codes, specifications, and standards, except where more stringent requirements are shown or specified: 1. AISI S100 2. AISC 303 3. AWS D1.3 4. AWS D1.1

B. Qualifications: Welding processes and welding operators must be qualified in accordance with


AWS D1.1 and D1.3. Welders to be employed are to provide AWS certification for the type of welding necessary.

1.06 DELIVERY, STORAGE, AND HANDLING

A. Protect metal framing units from rusting and damage.

B. Deliver to Project site in manufacturer's unopened containers or bundles, identified with name, brand, type and grade.

C. Store off ground in a dry ventilated space or protect with suitable waterproof covering.

PART 2 - PRODUCTS

2.01 MANUFACTURERS A. Metal Framing, Connectors, and Accessories:

1. American Studco, Inc., Angeles Metal Systems, California Metal Systems, Inc.,

Consolidated Fabricators Corp., Design Shapes in Steel, Dietrich Industries, Inc., Knorr Steel Framing Systems, The Steel Network, Inc., Unimast, Inc., United Construction Supply, Western Metal Lath Co. or approved equal.

2.02 FRAMING SYSTEM A. Provide primary and secondary framing members, bridging, bracing, plates, gussets, clips,

fittings, reinforcement, and fastenings as required to provide a complete framing system.

2.03 FRAMING MATERIALS A. Base Metal for All Members and accessories: ASTM A1003 steel sheet, galvanized in

accordance with ASTM A653 G60 coating. 1. Structural Grade 33 type H for 33 mil and 43 mil members. 2. Structural Grade 50 type H for 54 mil and thicker members.

B. Tracks: ASTM C955; Manufacturer's standard U-shaped (T type) steel track, unpunched, with

straight flanges (unstiffened flanges). 1. Size: Match steel studs. 2. Gage: Match steel studs (54 mil minimum thickness).

C. Studs: ASTM C955; Manufacturer's standard C-shaped (S type) steel studs, punched with

minimum 1-5/8 inch lipped flanges (stiffened flanges) unless noted otherwise on plans. 1. Gage and size: As indicated on the drawings.

D. Headers: Manufacturer's standard C-shapes (S type) used to from header beams, punched,


with minimum 1-5/8 inch lipped flanges (stiffened flanges) unless noted otherwise on plans. 1. Gage and size: As indicated on the drawings.

E. Joists and Purlins: ASTM C955; Manufacturer's standard C-shaped (S type) steel studs, with

minimum 1-5/8 inch lipped flanges (stiffened flanges) unless noted otherwise on plans. 1. Gage and size: As indicated on the drawings.

2.04 ACCESSORIES A. Framing Connectors: Factory-made formed steel sheet, thickness determined for conditions

encountered, finish to match framing components and factory punched holes.

B. Structural Steel Shapes and Clips: ASTM A36, zinc coated by the hot-dip process according to ASTM A123.

C. Bracing, Furring, Bridging: Formed steel sheet, thickness determined for conditions encountered; finish to match framing components.

D. Touch-Up Primer for Galvanized Surfaces: SSPC-Paint 20, with dry film containing a minimum of 94% zinc dust by content, complying with VOC limitations of authorities having jurisdiction.

2.05 FASTENERS A. Self-Drilling, Self-Tapping Screws: ASTM C1513, hot dip galvanized per ASTM A153.

B. Bolts, Nuts and Washers: Hot dip galvanized per ASTM A153.

C. Power-Actuated Fastener (PAF): Hilti X-U fastener (ESR-2269) or approved equal for

dry-interior use and Hilti X-CR (ESR-1663) or approved equal for exterior use. Install per current ICC/IAPMO report and Manufacturer's recommendations.

D. Welding and Electrodes: In conformance with AISI Manual, AWS D1.1 and AWS D1.3.

E. Slide Clips: Manufacturer's standard bypass or head clips, capable of accommodating 1/2 inch (upward and downward) vertical displacement and/or 1/2 inch lateral drift of structural roof or floor using slotted holes, screws and anti-friction bushings, while maintaining structural performance of framing. Use only the products that have a valid ICC/ IAPMO evaluation report.

2.06 GROUT A. As specified in Section 033000.

2.07 FABRICATION A. Fabricate cold-formed metal framing and accessories plumb, square, true to line, and with


connections securely fastened, according to manufacturer's recommendations and ASTM C1007 requirements except where more stringent requirements are shown or specified. 1. Fabricate framing assemblies in jig templates.

B. Reinforce, stiffen, and brace framing assemblies to withstand handling, delivery, and erection

stresses. Lift fabricated assemblies to prevent damage or distortion.

C. Fabrication Tolerances: Fabricate assemblies to a maximum allowable tolerance variation per ASTM C1007.

PART 3 - EXECUTION

3.01 EXAMINATION A. Examine supporting substrates and abutting structural framing for compliance with

requirements, including installation tolerances and other conditions affecting performance of cold-formed metal framing. Do not proceed with installation until unsatisfactory conditions have been corrected.

3.02 PREPARARTION A. Grout bearing surfaces uniform and level to ensure full contact of bearing flanges or track

webs on supporting concrete or masonry construction. 3.03 INSTALLATION OF STUDS A. Install components in accordance with manufacturers' instructions and ASTM C1007

requirements except where more stringent requirements are shown or specified.

B. Cold-formed metal framing may be shop or field fabricated for installation or it may be field assembled.

C. Install framing members in one-piece lengths, unless splice connections are indicated for track or tension members.

D. Do not bridge building expansion and control joints with cold-formed metal framing. Independently frame both sides of joints.

E. Erection Tolerances: Install cold-formed metal framing to a maximum allowable tolerance variation per ASTM C1007.

F. Install continuous top and bottom tracks. Align tracks accurately and securely anchor at corners and ends, and at 24-inches on center for powder-driven anchors, 32-inches on center for expansion anchors unless noted otherwise on contract drawings.

G. Install supplementary framing, blocking, and bracing in stud framing indicated to support fixtures, equipment, services, casework, furnishings, and similar work requiring attachment to


framing.

H. Install horizontal bridging in stud system, spaced in rows not more than 48-inches apart. Fasten at each stud intersection.

I. Install miscellaneous framing and connections, including supplementary framing, web stiffeners, clip angles, continuous angles, anchors, and fasteners, to provide a complete and stable wall framing system.

3.04 REPAIRS AND PROTECTION A. Galvanizing Repair: Prepare and repair damaged galvanized coatings on fabricated and

installed cold-formed metal framing with galvanized repair paint according to ASTM A780.

B. Provide final protection and maintain conditions in a manner acceptable to manufacturer and installer to ensure that cold formed metal framing is without damage or deterioration at time of Substantial Completion.

END OF SECTION 054000


SECTION 051200 STRUCTURAL STEEL FRAMING

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Structural steel framing members.

1.02 RELATED REQUIREMENTS

A. Section 033000 - Cast-in-Place Concrete: Grouting of column bases and placement of anchor bolts, assemblies and embeds

B. Section 052100 - Steel Joist Framing.

C. Section053100 - Steel Decking 1.03 REFERENCE STANDARDS (EDITIONS ADOPTED BY CURRENT GOVERNING

CALIFORNIA BUILDING CODE)

A. AISC 303 - Code of Standard Practice for Steel Buildings and Bridges; American Institute of Steel Construction, Inc.

B. AISC 341 - Seismic Provisions for Structural Steel Buildings; American Institute of Steel Construction, Inc.

C. AISC 348 (RCSC) - Specification for Structural Joints Using ASTM A325 or A490 Bolts; American Institute of Steel Construction, Inc.

D. AISC 360 - Specification for Structural Steel Buildings; American Institute of Steel Construction Inc.

E. ASTM A36 - Standard Specification for Carbon Structural Steel.

F. ASTM A53 - Standard Specification for Pipe, Steel, Black and Hot-Dipped, Zinc-Coated, Welded and Seamless.

G. ASTM A108 - Standard Specification for Steel Bar, Carbon and Alloy, Cold Finished.

H. ASTM A123 - Standard Specification for Zinc (Hot-Dip Galvanized) Coatings on Iron and Steel Products.


I. ASTM A153 - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel Hardware.

J. ASTM A193 - Standard Specification for Alloy-Steel and Stainless Steel Bolting for High

Temperature or High Pressure Service and Other Special Purpose Applications.

K. ASTM A240 - Standard Specification for Chromium and Chromium-Nickel Stainless Steel Plate, Sheet, and Strip for Pressure Vessels and for General Applications.

L. ASTM A276 - Standard Specification for Stainless Steel Bars and Shapes.

M. ASTM A307 - Standard Specification for Carbon Steel Bolts.

N. ASTM A449 - Standard Specification for Hex Cap Screws, Bolts and Studs, Steel, Heat Treated, 120/105/90 ksi Minimum Tensile Strength, General Use.

O. ASTM A500 - Standard Specification for Cold-Formed Welded and Seamless Carbon Steel Structural Tubing in Rounds and Shapes.

P. ASTM A563 - Standard Specification for Carbon and Alloy Steel Nuts.

Q. ASTM A572 - Standard Specification for High-Strength Low-Alloy Columbium-Vanadium Structural Steel.

R. ASTM A 588 - Standard Specification for High-Strength Low-Alloy Structural Steel with 50 ksi Minimum Yield Point with Atmospheric Corrosion Resistance.

S. ASTM A653 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process.

T. ASTM A780 - Standard Practice for Repair of Damaged and Uncoated Areas of Hot-Dip Galvanized Coatings.

U. ASTM A786 - Standard Specification for Hot-Rolled Carbon, Low-Alloy, High-Strength Low-Alloy, and Alloy Steel Floor Plates.

V. ASTM A992 - Standard Specification for Structural Steel Shapes.

W. ASTM A1085 - Standard Specification for Cold-Formed Welded Carbon Steel Hollow Structural Sections (HSS).

X. ASTM B695 - Standard Specification for Coatings of Zinc Mechanically Deposited on Iron and Steel.

Y. ASTM F436 - Standard Specification for Hardened Steel Washers.

Z. ASTM F593 - Standard Specification for Stainless Steel Bolts, Hex Cap Screws, and Studs.


AA. ASTM F594 - Standard Specification for Stainless Steel Nuts.

BB. ASTM F844 - Standard Specification for Washers, Steel, Plain (Flat), Unhardened for General Use.

CC. ASTM F959 - Standard Specification for Compressible-Washer-Type Direct Tension Indicators for Use with Structural Fasteners.

DD. ASTM F1554 - Standard Specification for Anchor Rods, Steel, 36, 55, and 105-ksi Yield Strength.

EE. ASTM F1852 - Standard Specification for “Twist Off” Type Tension Control Structural Bolt /Nut /Washer Assemblies, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength.

FF. ASTM F3125 - Standard Specification for High Strength Structural Bolts and Assemblies, Steel and Alloy Steel, Heat Treated,120 and150 ksi Minimum Tensile Strength.

GG. AWS D1.1 - Structural Welding Code - Steel; American Welding Society.

HH. AWS D1.6 - Structural Welding Code - Stainless Steel; American Welding Society.

II. AWS D1.8 - Structural Welding Code Seismic Supplement; American Welding Society.

JJ. SSPC-SP 2,3,6 - Society for Protective Coatings.

1.04 SUBMITTALS

A. See Section 013000 - Shop Drawings, Product Data and Samples, for submittal procedures.

B. Shop Drawings 1. Shop drawings for steel fabrications must show details of members, including

connections, sizes, spacing of bolts and welds. They must show the marking and position of each member, erection plans and the limits of paint applications. A complete anchor bolt/rod setting plan for the execution of the work must be submitted.

2. Shop drawings and calculations for temporary shoring and bracing must be submitted for review. The shop drawings must show layout, size of members and connection details. Calculations must show all stresses in members and connections, from dead, live, and lateral loads in accordance with the requirements of the CBC current governing edition. Shop drawings and calculations for temporary shoring and bracing must be stamped and signed by a civil engineer registered in the State of California.

C. Certificates of Compliance 1. Structural Steel

a. The Contractor must provide Mill Certificates for each grade of steel for each

heat to be used on project and certify that products meet or exceed specified


requirements. b. Mill Certificates must include name of mill, date of rolling, date of shipping,

ultimate tensile strength, yield strength, and percent of elongation. c. Mill Certificates must be furnished with each lot of material shipped to the site

and must be signed by the Contractor which will serve to certify that all structural steel materials installed comply with specified requirements.

2. Welding Material

a. The Contractor must provide manufacturer's Certificates of Compliance for all

electrodes, fluxes and shielding gasses to be used and certify that the filler metal meets the supplemental notch toughness requirements, as applicable.

3. Bolts

a. The Contractor must provide Certificates of Compliance for bolts and certify that

products meet or exceed specified requirements.

4. When Mill Certificates cannot be provided or does not supply required supplemental certifications, the Contractor must hire a professional testing laboratory to verify compliance of each type of material to be used and provide laboratory test reports. The cost of testing must be paid for by the Contractor.

D. Laboratory Test Reports 1. Laboratory test reports must show the name of testing agency, date of testing, types

of tests performed and must be signed by a principal of the testing agency who is a registered civil engineer in the State of California.

2. When required by other portions of these specifications, laboratory test reports must be submitted for each type of steel for each heat to show compliance with appropriate ASTM Standards and these specifications.

E. Welding Procedure Specifications (WPS) 1. Welding procedure specifications for all prequalified joints must be submitted per

AWS D1.1, Clause 3 and reviewed prior to beginning fabrication. Non-prequalified joints must be qualified per AWS requirements. WPS must specify all applicable variables of AWS D1.1, power source information, and electrode manufacturer and trade name.

1.05 QUALITY ASSURANCE

A. Codes and Standards: The fabrication, priming and erection of structural steel members must comply with the current governing edition of CBC, AISC 360, AISC 303, AWS D1.1, AWS D1.6, and RCSC Specifications except where more stringent requirements are shown or specified.

B. Sampling, Testing, and Inspection:


1. General a. If the special inspector, through oversight or otherwise, has accepted material or

work which is defective or contrary to specifications, this material or work, regardless of state of completion, may be rejected.

2. Contractor

a. The Contractor must cooperate with and notify Owner's agent at least 24 hours in

advance of inspections required and must supply samples, test pieces, and facilities for inspection without extra charge.

b. The Contractor must identify and tag each lot of fabricated steel to be shipped to the site by heat numbers in such a manner that it can be accurately identified at the job site.

c. The Contractor must remove all unidentified steel received at the site.

C. Qualifications: Welding processes and welding operators must be qualified in accordance with AWS D1.1. Welders to be employed are to provide AWS certification for the type of welding necessary.

PART 2 - PRODUCTS

2.01 MATERIALS A. Steel Angles and Channels: ASTM A36.

B. Steel Plates, and Bars: ASTM A36 unless noted otherwise.

C. Steel Plates and Bars: ASTM A572, Grade 50 where shown on structural drawings.

D. Structural Tubing: ASTM A500, Grade C. ASTM A1085 .

E. Machine Bolts and Nuts: Heavy Hex, Carbon steel, ASTM A307, manufactured to American

Standard Bolt and Nut dimensions with "Free Fit - Class 2" threads with matching finish ASTM A563 nuts. Washers are required per AISC 360.

F. Threaded Rod and Nuts: Carbon steel, ASTM A36, manufactured to American Standard Bolt

and Nut dimensions with "Free Fit - Class 2" threads. Washers are required per AISC 360. Rods embedded in concrete, grout or adhesive must be galvanized or non-lubricated unless noted otherwise.

G. Anchor Rods and Nuts: ASTM F1554 Grade 36 Class 2A with matching finish ASTM A563 nuts. Rods embedded in concrete, grout or adhesive must be galvanized or non-lubricated unless noted otherwise. Washers are required per AISC 360. Embedded rods must be threaded full length unless noted otherwise. Rods, nuts and washers in contact with preservative-treated wood must be hot-dipped galvanized.

H. Washers must be flat circular, rectangular or square beveled washers and must conform to


ASTM F436 Type 1 for high strength bolts/rods and ASTM F844 for other bolts/rods. Washer finish must match nut. Washers must be installed under the element being turned for A325 bolts and under both the head and the nut for ASTM A490 bolts (nut only with ASTM F2280 round head twist-off bolts). Washers over oversized or slotted holes must also comply with RCSC Specification section 6.

I. Welding Filler Metal: Arc-welding electrodes must be E70 series electrodes for A36, A572 and A992 material. Electrodes must be as recommended by their manufacturers for the positions and conditions of actual use.

1. Weld metal toughness must be reported on the filler metal manufacturer's certificate of

compliance. All filler metal must be capable of welds with a minimum CVN value of 20 ft-lbs at 0° F. Exceptions: Metal deck welding, stair and handrail welding, and light gage steel welding.

2. Demand critical welds (DCW) must use filler metal with a minimum CVN value of 20 ft-lbs at -20° F and 40 ft-lbs at 70° F.

J. Paint System: Paint system must consist of Corothane I Galvapac Zinc Primer and Fast Clad Urethane topcoat or approved equal. Primer must be compatible with the finish paint system. Prepare surfaces and apply coatings according to manufacturer's specifications.

2.02 FABRICATION A. The Fabricator must provide quality control inspections for welding and bolting operation; and

reduced beam sections, where exist, per AISC 341 Chapter J.

B. Shop fabricate to greatest extent possible.

C. Locate concrete reinforcement and confirm final concrete anchor locations prior to fabricating plates, members or other steel assemblies attached with anchors.

D. Welding:

1. Connections and joints must be welded in accordance with the applicable requirements of AWS. In addition, connections and joints that are part of SFRS must be welded in accordance with AWS D1.8.

2. Tack welds, air-arc gouging and flame cutting must not be performed without adequate preheat or incorporation into the final weld.

3. The filler metal manufacturer's published recommendations must be the basis for determining the allowable range of essential variables for a prequalified WPS. Unless noted otherwise on the plans, back-up bars for CJP welds must be removed followed by backgouging and backwelding.

4. Coatings and contaminates, including galvanizing, must be removed to 1” minimum clear from areas to be welded.

E. Holes, notches, slots, etc. are not allowed in steel members and attached plates unless shown

on the structural drawings or requested and specifically accepted by the Engineer.


2.03 FINISH A. Galvanizing:

1. Galvanize all structural steel exposed to weather that are not primed, in contact with

preservative-treated wood and fire-retardant-treated wood, or where shown on the drawings.

2. Galvanizing of products fabricated from rolled, pressed and forged steel shapes, plates, bars and strip 1/8 inch thick or thicker, must conform to ASTM A123.

3. Galvanizing of standard pipe must conform to ASTM A53. 4. Galvanizing of iron and steel hardware and nuts and bolts must conform to ASTM

A153 class C, except whenever threaded studs, bolts, nuts, and washers are specified to conform to ASTM A307, A325, A449, A563, or F436 and zinc coating is required, they must be hot-dip zinc coated per ASTM A153 or mechanically zinc coated per ASTM B695 class 55 or greater. Unless otherwise specified, galvanizing must be performed after fabrication. Components of bolted assemblies must be galvanized separately before assembly.

5. Nuts to be used on bolts/rods/studs before hot-dip galvanizing, and then hot-dip galvanized in accordance with ASTM A153 class C, must be tapped oversize after coating and must conform to thread dimension and overtapping allowances in ASTM A563.

6. Galvanized surfaces that are modified or damaged at any time after the application of the zinc coating must be repaired by thoroughly wire brushing the areas and removing loose and cracked coating, after which the cleaned areas must be painted with 2 applications of unthinned zinc-rich primer containing not less than 92% zinc dust by weight in the dried film according to ASTM A780. Aerosol cans must not be used.

B. Painting: 1. Steel that is exposed to view and/or weather must be painted except where

galvanizing is indicated on the drawings. Do not paint surfaces that will be fireproofed or 2 inches around the faying surface of slip critical connections and 2 inches around areas where field welding will occur. Painting must consist of a compatible prime coat followed by finish coats as specified by the architect. Prepare steel in accordance with SSPC SP 2 or 3 and apply primer to a minimum thickness of 1 mil. Touch-up painting is required at field weld locations. a. Primer and finish paint must be delivered in original sealed containers marked

with manufacturer's name and brand identification. b. Use primer and finish paint as prepared by the manufacturer without thinning or

other admixture unless so stated by the manufacturer. Do not do any painting in temperatures lower than 45 °F.

PART 3 - EXECUTION

3.01 ERECTION A. The Contractor will be responsible to erect the complete structural frame plumb and true to


line and grade, in conformance with the AISC 303.

B. Temporary Bracing and Shoring: 1. The Contractor must temporarily brace the frame in both directions and must maintain

columns plumb until the final connections of the framework and construction of diaphragms are complete.

2. The Contractor must provide such temporary shoring and additional bracing of steel frame as required to adequately and safely support any or all loads imposed upon the structure during construction.

C. After erection, where the member is galvanized or painted, field welds, abrasions or scratched surfaces, and surfaces not shop primed or galvanized, must be primed if member is painted or painted if member is galvanized, except surfaces to be in contact with concrete. The entire work must be left in a neat, clean and acceptable condition.

3.02 FIELD QUALITY CONTROL A. The Contractor must provide field quality control inspections for welding and bolting operation;

and reduced beam sections, where exist, per AISC 341 Chapter J.

B. The Contractor must hire the Engineer responsible for the design of temporary bracing and shoring to inspect the work as detailed on the reviewed shop drawings.

C. The Engineer responsible for design, temporary bracing and shoring must write a letter to the Architect certifying construction of temporary bracing and shoring is in accordance with the reviewed shop drawings, prior to start of construction requiring temporary bracing or shoring.

END OF SECTION 051200

SHEET TITLE

PROJECT NO:

MODEL FILE:

DRAWN BY:

COPYRIGHT:

SHEET 18 OF 53

G-001

MARQUEE SIGN_4.pln

Project No.

REVISION DESCRIPTION

C:\

Users

\Rodolfo

L.

Cha

con\D

eskto

p\C

HA

CO

N A

RC

HIT

EC

TU

RE

__202

1\P

ITT

SB

UR

G U

NIF

IED

SC

HO

OL D

IST

RIC

T\M

AR

QU

EE

SIG

N\D

ETA

ILS

\MA

RQ

UE

E S

IGN

_4

.pln

2106 Bolero DriveBayPoint, CA

(925)291-2048 MAIN(559) 240-0288 CELL

WWW.CHACONARCHITECTURE.COM

Cover Sheet

Pittsburg HighSchool

New Marquee Sign

1750 Harbor StreetPittsburg, CA 94565

101B

W06W06

16

A4.1

A

B

C

D3

A5.01

103

SITE

PITTSBURG UNIFIED SCHOOL DISTRICTNEW MARQUEE SIGN


DEPARTMENT OF THE STATE ARCHITECT

2019 CALIFORNIA CODE OF REGULATIONS

PART 1 CALIFORNIA ADMINISTRATIVE CODEPART 2 2019 CALIFORNIA BUILDING CODE (C.B.C)PART 3 2019 CALIFORNIA ELECTRICAL CODE (C.E.C)PART 4 2019 CALIFORNIA MECHANICAL CODE (C.M.C.)PART 5 2019 CALIFORNIA PLUMBING CODE (C.P.C.)PART 6 2019 CALIFORNIA ELECTRICL CODE (C.E.C)PART 9 2019 CALIFORNIA ENERGY CODE (C.E.C)PART 11 2018 CALIFORNIA GREEN BUILDING STANDARDS

A.C.C. S.N.R.LAV.ELEC. LAVATORY SANITARY NAPKIN RECEPTACLEELECTRIC

F.G.,FIBERGL.

FLR.FLOORC.G.

CLR.

C.L.C.T.

C.O.CRT.

C.R.CEM.

GAGE/GAUGE

FRAMINGFOUNDATIONFOOTINGFLUORESCENTFLOOR DRAIN

GA.

FTG.

FRM'G.FDN.

F.D.FLUOR.

CLG.,CEL'G.

BTM.,BTTM.

BACKBRD.

ACOUST.,ACT.

CAB.

C.D.

C.I.C.B.CPT.CAD.

BLDG.

B.M.

BLK.BTWN.

BAB.

A.C.

BM

ANOD.ARCH.

A/C

AB.ALUM.,AL.

ADJADJUST.

FIRE RATED GYP. BD.FIRE EXTINGUISHER CABINET

FEMININE NAPKIN DISPOSAL

FACE OF CONCRETE

FINISH

FIXED GLASS

FIBER GLASS

FLAT HEAD

FEET/FOOTFACTORY FINISHFACE OF WALLFACE OF STUD

FACE OF BLOCK

F.N.D.

F.G.

F.R.G.B.

F.H.

FIN.F.E.C.

F.O.W.

FT.F.F.

F.O.C.F.O.B.

F.O.S.

ELECTRIC DRINKING FOUNTAIN

FABRIC WALL COVERING

EXHAUST FAN

EXTERIOREXPANSION JOINTEXPANSIONEXISTING

EQUAL

EXHAUSTESTIMATEEQUIPMENT

ELEVATION

E.F.

E.J.EXT.

F.W.C.

(E)EXP.

EST.EQUIP.

EXH.

ELEV.,EL.E.D.F.

EQ.S.C.D.

SHTG.

SMACNAS.M.S.

SML.,SIM

SPEC.

STOR.

SUSP.STRUCT.,ST.STIFF.

TEL.,TELE.

T.P.H.

TRANS.

O.C.ON CENTER

OUTSIDE DIAMETER/DIMENSION

OVERHANDOVERFLOWOVER (ON)OVAL HEAD

OPENING

O.H.

OVFL.O/

OH.

O.D.OPG.

TOILET PAPER HOLDER

TRANSFORMER

THICKTELEPHONE

THRESHOLDTOILET PAPER

TOLERANCE

THR.T.P.

TOL.

THK.

MAT.,MATL.

NOT IN CONTRACT

METAL TOILET PARTITIONMETAL PLANAR CEILING

OPPOSITE HAND

NUMBERNOT TO SCALE

OPPOSITE

MULLIONMISCELLANEOUSMINIMUMMILLIMETER

O.H.OPP.

N.T.S.N.I.C.

NO.,#.

MIN.

MULL.MISC.

M.T.P.M.P.C.

MILL.

MACHINE SCREWMANUFACTURER

MEMBRANEMEDIUMMECHANICALMAXIMUMMATERIAL

METAL

MACHINE BOLT

LONGLINOLEUMLEFT HAND

MFGR.

MECH.

MBNE.MED.

MTL.

MAX.

M.B.M.S.

LINO.L.H.

LG.

STAINLESS STEEL

SOAP DISPENSER

STANDARDSTEELSTORAGE

STRUCTURALSUSPENDED

STIFFENER

SWITCH

SQUARE

SPLASHSPLASH BLOCK

SPECIFICATION

STD.

SW.

STL.

S.B.

S.S.SQ.

S.D.

SPL.

SEAT COVER DISPENSER

SHEET METAL SCREWS NATIONAL ASSOCIATION

SHEET METAL & AIR CONDITIONING CONTRACTOR

SIMILARSHELVES

SINK

SCHEDULE

SHEETSHEATHING

SECTION

SHEET METAL

SH.

S.

SHT.S.M.

SCH.

SECT.

ABBREVIATIONSABVA.F.F. EACH EA. S.N.D.LAMINATE LAM. SANITARY NAPKIN DISPENSER

ACCESSIBLE

HDW,HDWR.

G.B.,GYP.BD.

DRINKING FOUNTAIN

DISPENSER/DISPOSAL

DOWN

DRAWINGDOWNSPOUT

DIMENSIONDIAMETER

DOUBLEDOORDIVISION

DN.D.S.

D.F.DRWG.

DIV.

DBLDR.

DIM.DIA.

DISP.INSIDE DIAMETER/DIMENSION

JOINT

INTERIORINSULATION

JAMB

INCH

JT.

INT.

JB.

I.D.IN.

INSUL.

CEILING GRILLE

CONCRETE MASONRY UNIT C.M.U.

CONSTRUCTION JOINT

COORDINATE

DETAILDEPTH, DEEPDEPARTMENT

COUNTERSINK

DIAGONAL

CONDITION

CONTRACTORCONTINUOUS

CONSTRUCTIONCONNECTION

COORD.

DEPT.

DET.,DTL.DIAG.

D.

CSK.

C.J.

CONTR.CONT.

COND.

CONST.CONN.

COMPOSITION, COMPOSITECOMBINATION/COMBUSTION

CEILING REGISTER

CLEAR

CONCRETE

COLUMNCOLD WATER

CEMENT

CIRCUITCLEANOUT

CERAMIC TILECENTERLINE

COMB.COMP.CONC.

C.W.COL.

GND.GROUND

HEADERHEIGHT

HOSE BIBBHOT WATERHORIZONTALHOLLOW METAL

GYPSUM

HARDWARE

GYPSUM BOARD

HEADHDR.

HORIZ.H.W.H.B.

HT.,H.H.M.

HD.

GYP.

GRADE

GLASSGRAB BAR

GALVANIZED IRONGALVANIZE

GL.

GR.G.B.

GALV.G.I.

CEILING DIFFUSER

CABINET

CARPETCADMIUM

CEILINGCAST IRONCARRIAGE BOLT

BETWEEN

BUILDING

BOTTOMBLOCK

BENCH MARK

ASPHALT CONCRETE

BENT ANCHOR BOLT

AIR CONDITIONING

ANODIZED

BACKBOARD

ARCHITECTURAL

BEAM

ADJACENT

ALUMINUMANCHOR BOLT

ADJUSTABLE

ACOUSTICAL

REFL'D.

REMOV.

RUBBER TOPSET BASE

REVISE, REVISION

ROOF DRAINRIGHT HAND

RESILIENTREQUIREDREMOVABLEREINFORCINGREFRIGERATORREFLECTED

REV.

R.D.R.H.

R.T.B.

REQ'D.RES.

REF.REINF. WOOD

WOOD SCREWS W.S.WD.

V.W.C.

PLYWD.

R.,RAD.

RECEPT.

PLTD.PLATED

RAINWATER LEADER

POUND PER SQ. INCHPOUND PER SQ. FOOT

POINT OF CONNECTION

RADIUS

QUARTER

RECEPTACLE

PLUMBING

POUND

POINTPLYWOOD

P.S.I.

R.W.L.

QTR.

P.O.C.LB.,#P.S.F.

PLBG.

PT.

PAPER TOWEL DISPENSER

PLATEPLASTIC

PAIRPAINT

P.T.D.PLAS.PL.

PT.PR.

VENT.VENTILATE/VENTILATIONVENT THROUGH ROOF

VINYL WALL COVERINGVINYL COMPOSITION TILE

WATER RESISTANT

WATER CLOSET

WITH

WIDTHWIRE GLASS

WATER PROOF

WITHOUT

VERTICAL

VOLUME

W.C.

W.W.GL.W/W/O

W.P.W.R.

VOL.

V.T.R.VERT.V.C.T.

UNDERWRITERS LABORATORY

TYPICAL

UNLESS OTHERWISE NOTEDU.L.U.O.N.

TYP.

ABOVE FINISHED FLOORABOVE

URINAL UR.

B.N.BOUNDARY NAILING

FIRE TREATED F.T.

SELF-TAPPING S.T.

VICINITY MAP

NEW MARQUEE

DEFERRED SUBMITTAL

SHEET INDEX

ARCHITECTURAL

G-001 TITLE SHEET

DESCRIPTIONSHT. NO.

BUILDING DATA SYMBOLS

ROOM NUMBER

ROOM NAME

INDICATES HEIGHT IN RELATION TO 0'-0"

KEYNOTE SCHEDULE KEY

WINDOW SCHEDULE KEY

ELEVATION DATUM

DOOR SCHEDULE KEY

SECTION KEYSECTION IDENTIFICATION

SHEET NUMBER

DETAIL KEYDETAIL NUMBER

SHEET NUMBER

INTERIOR ELEVATION KEYELEVATION DIRECTION

ELEVATION IDENTIFICATION

SHEET NUMBER

ROOM NUMBER / FINISH TAG

SCOPE OF WORK:

PROJECT DIRECTORY

APPLICABLE CODES

ARCHITECT:

CHACON Architecture

Rodolfo L. Chacon

2106 Bolero Drive

Bay Point , CA 94565

559-240-0288

OCCUPANCY TYPE: E

CONSTRUCTION TYPE: TYPE 1

STRUCTURAL

New Marquee Sign , and structure

S0.0 COVER SHEET

S0.1

S0.2

S1.0

STRUCTURAL SPECIFICATIONS 1

STRUCTURAL SPECIFICATIONS 2

SIGN ENCLOSURE PLANS, SECTIONS,DETAILS

S-4G

MENS

103

OWNER:

Pittsburg Unified School District

Loveridge Road

Pittsburg, CA

PROGRESS SET 6/25/2021NOT FOR

CONSTRUCTION

ADD1 ADDENDUM #1-7.2.2021

A-201 ELEVATIONS

A-101 FLOOR PLAN /ROOF PLAN

A-301 SECTIONS

A-100 SITE PLAN

ELECTRICAL

E1.01 SYMBOLS, LEGENDS,NOTES

E2.01 PARTIAL ELECTRICAL SITE PLAN

E1.02 SYMBOLS, LEGENDS,PARTIALSINGLE

E3.01 TYPICAL ELECTICAL DETAILS

ADD1

SHEET TITLE

PROJECT NO:

MODEL FILE:

DRAWN BY:

COPYRIGHT:

A-100

MARQUEE SIGN_4.pln

Project No.


C:\

Users

\Rodolfo

L.

Cha

con\D

eskto

p\C

HA

CO

N A

RC

HIT

EC

TU

RE

__202

1\P

ITT

SB

UR

G U

NIF

IED

SC

HO

OL D

IST

RIC

T\M

AR

QU

EE

SIG

N\D

ETA

ILS

\MA

RQ

UE

E S

IGN

_4

.pln


(925)291-2048 MAIN(559) 240-0288 CELL


Architectural Site Plan


New Marquee Sign


N

X: 0"Y: 0"Z: 0'-8"

14'-0" FIELD VERIFY

11'-6"

FIE

LD

VE

RIF

Y

INDICATES DATA CLOSET LOCATION

INDICATES NEW MARQUEESIGN STRUCTURERE-USE EXISTING POLE ANDFOUNDATIONCENTER THE SURROUNDINGSTRUCTURE AROUND POLESEE SHEET FORBALANCE OF PLAN INFORMATION

(E) CONCRETEMOW STRIP TO BE DEMOLISHEDIN ITS ENTIRETY

(E) LAWN AREA

HA

RB

OR

ST

RE

ET

SCHOOL STREET

(E) BUILDING B-1CLASSROOMS

ADD1


A-101

SHEET TITLE

PROJECT NO:

MODEL FILE:

DRAWN BY:

COPYRIGHT:

A-101

MARQUEE SIGN_4.pln

Project No.


C:\

Users

\Rodolfo

L.

Cha

con\D

eskto

p\C

HA

CO

N A

RC

HIT

EC

TU

RE

__202

1\P

ITT

SB

UR

G U

NIF

IED

SC

HO

OL D

IST

RIC

T\M

AR

QU

EE

SIG

N\D

ETA

ILS

\MA

RQ

UE

E S

IGN

_4

.pln


(925)291-2048 MAIN(559) 240-0288 CELL


First Floor Plan


New Marquee Sign


4'-0

"

2'-7 6

1/6

4"

INDICATES CMU , SEE STRUCTURALDRAWINGS

8'-0"

4'-0

"

2'-8"

2'-8"

INDICATES CMU , SEE STRUCTURALDRAWINGS

NEW CONCRETEMOW STRIP

HIPHIP

HIPHIP

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

2 FLOOR PLANA-101

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

3 ROOF PLANA-101

INDICATESEXISTING POLE TOBE RE-USED

1A-301

1A-301

2A-301

2A-301

A-3011

A-301

2A-301

A-301A-301

1A-201

2'-4"

1'-4

"

1'-4"

1'-4

"

1'-0"

2A-201

1'-0

"

1'-0

"

0'-6"

0'-6"

0'-6

"

0'-6

"

PLANTER AREA

1'-0

"

PLANTER AREA

1'-4"

1'-0"

PLA

NT

ER

AR

EA

PLA

NT

ER

AR

EA

INDICATESEDGE OFCONCRETESTRUCTURALFOUNDATION SSD

A-301 ADD1

ADD1


2

2

11

19'-3/4"

9'-8

1/4

"

SHEET TITLE

PROJECT NO:

MODEL FILE:

DRAWN BY:

COPYRIGHT:

A-201

MARQUEE SIGN_4.pln

Project No.


C:\

Users

\Rodolfo

L.

Cha

con\D

eskto

p\C

HA

CO

N A

RC

HIT

EC

TU

RE

__202

1\P

ITT

SB

UR

G U

NIF

IED

SC

HO

OL D

IST

RIC

T\M

AR

QU

EE

SIG

N\D

ETA

ILS

\MA

RQ

UE

E S

IGN

_4

.pln


(925)291-2048 MAIN(559) 240-0288 CELL


Exterior Elevations


New Marquee Sign


8'-0"

8'-0"

1'-4" 1'-4"

8"

4"8

"8"4

" 8"

8"4" 8

"8"

4"

4'-0"

4"

4"

4"

1'-0"

8"

21'-8 1

/4"

6'-0"

10'-4"

STANDING SEAM METALROOFING SEE SPECS

DIGITALSIGN BY OTHERS

4" TUBE STELLSUPPORTS 2 EA.SIDE

PRECAST CONCRETE CAP

PRECAST CONCRETESHELF

4" SPLIT FACE CMU

DECORATIVE THINBRICK VENEER

CONCRETE BLOCKSMOOTH

CONCRETE FOUNDATIONSEE STRUCTURAL DRAWINGS

TUBE STEEL FRAME

8" 2'-8" 8"

4'-0"

3'-1"

4 1/2"4" 4"

4 1/2"

6 1/4"

INDICATES PERORATED PANEL BY"MCNICHOLS OR EQUAL

CABINET

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

1 FRONT ELEVATIONA-201 SCALE: 1/2" = 1'-0"

2 SIDE ELEVATIONA-201

PROGRESS SET 6/25/2021NOT FOR

CONSTRUCTION

2'-0

"

INDICATES LOGO SIGNSALVAGED FROMPREVIOUS MARQUEE .SURFACE MOUNT

ADD1


2106 Bolero Drive

BayPoint, CA

(925)291-2048 MAIN

(559) 240-0288 CELL



Pittsburg High

School

New Marquee Sign

1750 Harbor Street

Pittsburg, CA 94565

PROJECT NO:

MODEL FILE:

DRAWN BY:

COPYRIGHT:

SHEET TITLE

SHEET OF

MARQUEE SIGN

#####

JW/MH

4

Borrelli & Associates, Inc.Consulting Electrical Engineers2032 N. Gateway BoulevardFresno, CA. 93727Phone: 559-233-4138http://www.borrelliengineering.com/[email protected]# 21133

CLOCK, REFER TO RISER DIAGRAM AND/OR NOTES ON PLANS.

INTERCOM OUTLET, FLUSH FLOOR BOX - CARPET PLATE WHERE REQUIRED.

STANDARD SYMBOL LEGEND

TV TV

CS COMBINATION CLOCK & SPEAKER, SEE CLOCK & SPEAKER SYMBOLS.

EXIT LIGHTS- CEILING OR WALL MOUNTED, ARROW(S) INDICATES DIRECTION.

FIXTURE WITH EMERGENCY BATTERY BACK-UP UNIT - SEE TYPICAL WIRINGDETAIL

LOW LEVEL EXIT MARKER, SELF ILLUMINATING TYPE, ACTIVE SAFETY#2002-S-WM SERIES.

FIXTURE DESIGNATOR - '#' INDICATES FIXTURE TYPE.

LOW LEVEL EXIT MARKER, SELF ILLUMINATING TYPE WITH KICKPLATE, ACTIVESAFETY #2002-K18000 SERIES.

LIGHT FIXTURE - APPROXIMATELY TO SCALE

FIXTURE OUTLET - WALL OR CEILING MOUNTED. '3' INDICATES CIRCUIT, 'a'INDICATES SWITCH CONTROL.

#

a3

LV a

FUTURE CEILING OR WALL MOUNTED WIRELESS ACCESS POINT. PROVIDEAND INSTALL TWO DATA CABLES FROM EACH ACCESS POINT TO IDF. FORHARD CEILINGS TERMINATE THE CABLES INTO A BOX WITH COVER PLATE.FOR T-BAR CEILINGS TERMINATE THE CABLES INTO A CUBE CAT-6A PORT ANDCURL UP THE CABLE WITH 10-FEET OF SLACK. LEAVE ABOVE THE T-BARCEILING. PROVIDE A LABEL BENEATH THE T-BAR CEILING TO INDICATE DATAPORTS ABOVE. FOR EXPOSED CEILINGS, TERMINATE CABLING WITH DATAJACKS AND FASTEN WITHIN A TWO-GANG BOX. THE BOX SHALL BE LOCATEDWITHIN THE ATTIC LEVEL.

D a

PS

QUANTITY OF UNSHIELDED, TWISTED, 0-10VDC CONTROL PAIRS

QUANTITY OF SWITCHED/DIMMED VOLTAGE CONDUCTORS

QUANTITY OF UNSWITCHED HOT CONDUCTORSQUANTITY OF NEUTRAL CONDUCTORSQUANTITY OF GROUND CONDUCTORS

WATTSTOPPER LMDC-100 DUAL TECHNOLOGY MOTION SENSOR

INTRUSION ALARM DOOR CONTACT PROVISION, SEE TYPICAL DETAILS.

#

INTRUSION ALARM MOTION DETECTOR, AIM AS INDICATED ON PLANS.

NUMBER IN PARENTHESIS INDICATES QUANTITY OF DEVICES. TYPICAL FORALL TYPES OF DEVICES.

(5)(2)(4)

CONDUIT CONCEALED UNDERGROUND OR BELOW FLOOR, MINIMUM SIZE IS3/4". PROVIDE NUMBER OF WIRES NECESSARY FOR BRANCH CIRCUIT, SWITCHLEGS, ETC. PROVIDE SEPARATE NEUTRALS FOR EACH PHASE WIRE. SIZE SHALLBE DETERMINED BY OCPD CONNECTED TO THE PHASE CONDUCTORS ANDVOLTAGE DROP CONSIDERATIONS. ALL CONDUITS SHALL HAVE GROUNDCONDUCTOR(S). SIZE CONDUIT PER NEC.

#

#

#

#

#10

GENERAL NOTE NUMBER - #, SEE NOTE DESCRIPTION ON SAME SHEET.

DESIGNATES SIZE AND QUANTITY OF FEEDERS SEE FEEDER SCHEDULE

ADDENDUM OR REVISION NUMBER, SEE DESCRIPTION ON SAME SHEET.

SHEET NOTE NUMBER - #, SEE NOTE DESCRIPTION ON SAME SHEET.

REFERENCE TO PLAN/DETAIL/DIAGRAM

CONDUIT UNDERGROUND OR BELOW FLOOR, MINIMUM SIZE IS 3/4".PROVIDE NUMBER OF WIRES NECESSARY FOR BRANCH CIRCUIT, SWITCH LEGS,ETC. PROVIDE SEPARATE NEUTRALS FOR EACH PHASE WIRE. SIZE SHALL BEDETERMINED BY OCPD CONNECTED TO THE PHASE CONDUCTORS ANDVOLTAGE DROP CONSIDERATIONS. ALL CONDUITS SHALL HAVE GROUNDCONDUCTOR(S). SIZE CONDUIT PER NEC. HASH MARKS INDICATE THENUMBER OF CONDUCTORS AND THE ADJACENT NUMBER INDICATESCONDUCTOR SIZE.

#10

GROUND WIRE WITH GREEN INSULATION SIZE PER N.E.C., U.O.N.

CONDUIT CONCEALED IN WALL OR CEILINGS. PROVIDE NUMBER OF WIRESNECESSARY FOR BRANCH CIRCUIT, SWITCH LEGS, ETC. PROVIDE SEPARATENEUTRALS FOR EACH PHASE WIRE. SIZE SHALL BE DETERMINED BY OCPDCONNECTED TO THE PHASE CONDUCTORS AND VOLTAGE DROPCONSIDERATIONS. ALL CONDUITS SHALL HAVE GROUND CONDUCTOR(S).SIZE CONDUIT PER NEC.

CONDUIT CONCEALED IN WALL OR CEILINGS. PROVIDE NUMBER OF WIRESNECESSARY FOR BRANCH CIRCUIT, SWITCH LEGS, ETC. PROVIDE SEPARATENEUTRALS FOR EACH PHASE WIRE. SIZE SHALL BE DETERMINED BY OCPDCONNECTED TO THE PHASE CONDUCTORS AND VOLTAGE DROPCONSIDERATIONS. ALL CONDUITS SHALL HAVE GROUND CONDUCTOR(S).SIZE CONDUIT PER NEC. HASH MARKS INDICATE THE NUMBER OFCONDUCTORS AND THE ADJACENT NUMBER INDICATES CONDUCTOR SIZE.

PANELBOARD - SURFACE OR FLUSH MOUNTED

GROUND

CIRCUIT BREAKER

METER

DISTRIBUTION OR SWITCHBOARD

NEUTRAL LINK

TRANSFORMER

FUSED DISCONNECT - MOTOR RATED. FURNISHED AND INSTALLED BYELECTRICAL CONTRACTOR. DISCONNECTS TO BE FURNISHED WITH DUALELEMENT FUSES SIZED ACCORDING TO NAME PLATE DATA ON EQUIPMENTINSTALLED. SIZE AS : #A = AMPERE RATING OF DISCONNECT, #B = POLES, #C= FUSE SIZE REQUIRED. ALSO REFER TO MECHANICAL EQUIPMENT SCHEDULEFOR DISCONNECT REQUIREMENTS. IF NO AMPERE RATING IS INDICATED ONPLAN SIZE DISCONNECT PER NAMEPLATE RATING AND NEC/CEC. MAINTAINFRONTAL CLEARANCE OF 48-INCHES AND SIDE CLEARANCES OF 30-INCHESWIDE PER THE NEC/CEC.

GROUND ROD - 3/4" DIAMETER x 10-FEET LONG COPPER CLAD

MOTOR - FURNISHED AND INSTALLED BY MECHANICAL CONTRACTOR ANDCONNECTED BY ELECTRICAL CONTRACTOR.

#

MAGNETIC MOTOR STARTER FURNISHED, INSTALLED AND CONNECTED BYELECTRICAL CONTRACTOR UNLESS OTHERWISE NOTED.

TERMINAL CABINET - SURFACE OR FLUSH MOUNTED WITH FLAMERETARDANT PLYWOOD BACKBOARD

TRANSFORMERT

PROVIDE AND INSTALL JUNCTION BOX AND SURVEILLANCE CAMERA; REFERTO SPECIFICATIONS AND ELECTRICAL DETAILS. RUN 1" CONDUIT AND CAT-6ACABLE TO THE IDF. RUN 1/2" CONDUIT TO THE NEAREST 120V ELECTRICALPANEL. MAKE ALL CONNECTIONS FOR A FULLY FUNCTIONAL SYSTEM.

SURGE SUPPRESSION DEVICE

CIRCUIT INTERCONNECTION

M

M

EXISTING UNDERGROUND CONDUIT

EXISTING ABOVE GROUND CONDUIT

CONDUIT-DOWN

CONDUIT- UP

NEW ELECTRICAL EQUIPMENT

EXISTING ELECTRICAL EQUIPMENT TO REMAIN

WIREMOLD RACEWAY VERTICAL RUNS. PROVIDE ALL ELBOWS, FITTINGS, ANDCONNECTORS AS NECESSARY FOR A COMPLETE RACEWAY SYSTEM.

WIREMOLD 5400 SERIES DUAL CHANNEL IVORY RACEWAY. PROVIDE ALLACCESSORIES, FITTINGS, DIVIDERS, ETC FOR A COMPLETE AND FULLYFUNCTIONAL SYSTEM.

EXISTING ELECTRICAL EQUIPMENT TO BE DEMOLISHED

UNFUSED DISCONNECT - MOTOR RATED, FURNISHED AND INSTALLED BYELECTRICAL CONTRACTOR: #1 = AMPERE RATING OF DISCONNECT, #2 =POLES REQUIRED. ALSO REFER TO MECHANICAL EQUIPMENT SCHEDULE FORDISCONNECT REQUIREMENTS. IF NO AMPERE RATING IS INDICATED ONPLAN SIZE DISCONNECT PER NAMEPLATE RATING AND NEC/CEC. MAINTAINFRONTAL CLEARANCE OF 48-INCHES AND SIDE CLEARANCES OF 30-INCHESWIDE PER THE NEC/CEC.

XX X

K

THERMAL RATED SNAP SWITCH FOR CONTROLLING FRACTIONALHORSEPOWER MOTORS.

CEILING OR WALL MOUNTED JUNCTION BOX

PULLBOX(S) - SIZE AND NUMBER AS INDICATED

SPST KEYED SWITCH - 20A, 120/277V

SPDT MOMENTARY CONTACT TOGGLE SWITCH - 20A, 120/277V

4-WAY TOGGLE WALL SWITCH - 20A, 120/277V

DPST TOGGLE WALL SWITCH - 20A, 120/277V

3-WAY TOGGLE WALL SWITCH - 20A, 120/277V

SPST TOGGLE WALL SWITCH - 20A, 120/277V, `a' INDICATES CONTROL

TELEPHONE OUTLET, FLUSH FLOOR BOX - CARPET PLATE WHERE REQUIRED.

FLUSH, FLOOR MOUNTED DUPLEX RECEPTACLE, DATA JACK, ANDTELEPHONE JACK.

DATA OUTLET, FLUSH FLOOR BOX - CARPET PLATE WHERE REQUIRED.

RECEPTACLE, DUPLEX- WITH GFCI PROTECTION

RECEPTACLE, DOUBLE DUPLEX - (2) 20A, 120V & GROUND

RECEPTACLE, DOUBLE DUPLEX WITH GFCI PROTECTION

RECEPTACLE, 50A, 3-WIRE, 250V

RECEPTACLE, FLUSH FLOOR BOX - CARPET PLATE WHERE REQUIRED.

SINGLE RECEPTACLE - 20A, 120V & GROUND

RECEPTACLE, DUPLEX - WITH ONE-HALF SWITCHED/CONTROLLED

RECEPTACLE, DUPLEX - WITH GFCI PROTECTION IN WEATHERPROOFHOUSING

WP

J

T

K

M

4

3

2

a

RECEPTACLE, DUPLEX CEILING MOUNTED

RECEPTACLE, DOUBLE DUPLEX CEILING MOUNTED

RECEPTACLE, DUPLEX - 20A, 120V & GROUND

DATA OUTLET: PROVIDE & INSTALL 2-GANG BOX WITH 1" CONDUIT. STUB-UPINTO T-BAR CEILING. FOR HARD CEILINGS, RUN THE CONDUIT TO THE CABLETERMINATION LOCATION INDICATED PER THE RISER DIAGRAM.

TELEPHONE OUTLET: PROVIDE & INSTALL 2-GANG BOX WITH 1" CONDUIT.STUB-UP INTO T-BAR CEILING. FOR HARD CEILINGS, RUN THE CONDUIT TOTHE CABLE TERMINATION LOCATION INDICATED PER THE RISER DIAGRAM.

J

RECEPTACLE, DUPLEX - 20A, 120V & ISOLATED GROUNDIG

INTERCOM OUTLET: PROVIDE & INSTALL 2-GANG BOX WITH 1" CONDUIT.STUB-UP INTO T-BAR CEILING. FOR HARD CEILINGS, RUN THE CONDUIT TOTHE CABLE TERMINATION LOCATION INDICATED PER THE RISER DIAGRAM.

DATA OUTLET, CEILING MOUNTED

S S

C

WATTSTOPPER LMRC-101 ON/OFF, 1 SWITCH LEG LIGHTING CONTROLLER

WATTSTOPPER LMRC-102 ON/OFF, 2 SWITCH LEG LIGHTING CONTROLLER

WATTSTOPPER LMRC-211 DIMMING, 1 SWITCH LEG LIGHTING CONTROLLER

S1



WATTSTOPPER LMPL-201 RECEPTACLE CONTROLLER

D2

S2

D1

D3

SKYLIT OR PRIMARY SIDE DAYLIT ZONE

SECONDARY SIDE DAYLIT ZONE

R2

SPEAKER - WALL OR CEILING MOUNTED, REFER TO RISER DIAGRAM AND/ORNOTES ON PLANS.

3/4" THICK x 96" TALL FIRE RETARDANT PLYWOOD BACKBOARD, PROVIDEQUANTITY OF PLYWOOD SHEETS TO ENCOMPASS ENTIRE LENGTHINDICATED ON PLANS.

CIRCUIT BREAKER, SIZE AS INDICATEDCB

PROVIDE AND INSTALL TWO MALE F-TYPE CONNECTORS AND TV FACEPLATE.PROVIDE AND INSTALL RG-6 COAXIAL CABLE FROM EACH CONNECTOR TOTHE CABLE TV HEADEND & TERMINATE WITH A MALE F-TYPE CONNECTOR.

LIGHTING AND ROOM RECEPTACLE CONTROLLERS SHALL BE LOCATED ABOVE THET-BAR CEILING FOR THE ROOMS THEY ARE CONTROLLING. IF THE ROOM WITH THECONTROLLED DEVICES HAS A HARD CEILING THEN LOCATE THE ROOM CONTROLLERSAT THE NEAREST ADJACENT ROOM WITH A T-BAR CEILING. IF NO T-BAR CEILINGSEXISTS LOCATE THE ROOM CONTROLLERS IN THE ELECTRICAL ROOM. LABEL ALL ROOMLIGHTING AND RECEPTACLE CONTROLLERS WITH THE ROOM NAME, ROOM NUMBER,AND CIRCUIT(S) THEY CONTROL.

D#

'PNL'-#a

PANEL IDENTIFICATION

CIRCUIT IDENTIFICATION

SWITCH-LEG IDENTIFICATION

#A/#B/#C

#A/#B

WATTSTOPPER LMDM-101 DIMMER, 'a' INDICATES SWITCH LEG CONTROL. 2LETTERS NEXT TO EACH OTHER WITHOUT A COMMA INDICATES 1 SWITCH LEG

WATTSTOPPER LMSW-101 SWITCH, 'a' INDICATES SWITCH LEG CONTROL. 2LETTERS NEXT TO EACHOTHER WITHOUT A COMMA INDICATES 1 SWITCH LEG

RECEPTACLE WITH ONE-HALF SWITCHED/CONTROLLED, FLUSH FLOOR BOX -CARPET PLATE WHERE REQUIRED.

RECEPTACLE, DOUBLE DUPLEX - WITH ONE-HALF SWITCHED/CONTROLLED

RECEPTACLE, DOUBLE DUPLEX - WITH ONE-HALF SWITCHED/CONTROLLED,FLUSH FLOOR BOX - CARPET PLATE WHERE REQUIRED.

OCCUPANCY SENSOR COMBO WALL SWITCH - 20A, 120/277V RATEDOC

RECEPTACLE, SPECIAL - REFER TO FLOOR PLAN FOR RECEPTACLE SIZE.

GENERAL NOTES1. ALL WORK AND MATERIAL SHALL CONFORM TO LATEST CODES AND ORDINANCES. IT IS THE

INTENTION OF THESE PLANS AND SPECIFICATIONS TO COVER ALL THINGS REQUIRED TOPROVIDE COMPLETE AND OPERATIVE SYSTEMS. THE CONTRACTOR SHALL FURNISH LABOR,MATERIAL, TRANSPORTATION, EQUIPMENT, MISCELLANEOUS SERVICES, ETC. REQUIRED TOACCOMPLISH THIS RESULT. ANYTHING WHICH MAY BE REASONABLY CONSTRUED AS ANECESSARY PART OF THE INSTALLATION SHALL BE INCLUDED. NOTHING IN THESE PLANS ORSPECIFICATIONS MAY BE CONSTRUED TO PERMIT WORK NOT CONFORMING TO ANYCONSTRUCTION CODES.

2. ALL EQUIPMENT SHALL HAVE TESTING LABORATORY LABEL ATTACHED (U.L. C.S.A. ETC.) ASPER N.E.C. 110. PROOF OF TESTING LABELS REQUIRED WITH ALL SUBMITTALS. THECONTRACTOR SHALL BE RESPONSIBLE FOR ALL THESE REQUIREMENTS. THE CONTRACTORSHALL NOTIFY THE ARCHITECT/ENGINEER PRIOR TO PURCHASING, IF ANY OF THE SPECIFIEDMATERIAL FAILED THESE REQUIREMENTS. WHERE A FIELD CERTIFIED PRODUCT MAY BEREQUIRED FOR FIELD ASSEMBLED COMPONENT, PROVIDE CERTIFIED REPORT BY ANAPPROVED TESTING AGENCY ACCEPTABLE TO THE AUTHORITIES HAVING JURISDICTION.INCLUDE ALL TESTING FEES IN BID.

3. THE ENGINEERING SERVICE ARE LIMITED TO PREPARATION OF PLANS AND SPECIFICATIONS.THE PLANS AND SPECIFICATIONS ARE INTENDED TO BE USED AS CONSTRUCTION GUIDELINESONLY AND NOT THE TOTAL INSTRUMENT OF CONTRACT DOCUMENTS. IT IS NOT THEINTENTION OF ANY CONSTRUCTION PLANS TO DIVIDE WORK AMONG DIFFERENT TRADES.VERIFY SCOPE OF WORK WITH GENERAL CONTRACTOR/OWNER SINCE THE ENGINEER IS NOTSUPERVISING THE JOB. THE ENGINEER WILL PROVIDE INTERPRETATION OF THECONSTRUCTION DOCUMENTS, BUT SUPERVISION IS UNDER THE RESPONSIBILITY OF THEOWNER OR HIS APPOINTEE.

4. WORKING CLEARANCE SHALL BE MAINTAINED AS PER C.E.C/N.E.C. FOR ALL PANEL(S), SERVICEEQUIPMENT, DISCONNECT SWITCH, ETC. LOCAL UTILITY COMPANY WORKING CLEARANCEREQUIREMENT SHALL ALSO BE OBSERVED. POWER EQUIPMENT MANUFACTURER'S PRODUCTMAY VARY IN DIMENSION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR COORDINATIONOF WORKING CLEARANCE REQUIREMENT WHEN LAYING OUT THE ELECTRICAL EQUIPMENT.

5. AVAILABLE FAULT CURRENT SHALL BE INDICATED ON ALL NEWLY INSTALLED SERVICEEQUIPMENT. THE FIELD MARKING SHALL INCLUDE THE DATE OF THE FAULT CURRENTCALCULATION WAS PERFORMED.

6. THE CONTRACTOR SHALL VERIFY EXACT LOCATION OF TERMINAL BOXES AND CONDUITENTRANCES OF ALL EQUIPMENT AGAINST SHOP DRAWINGS BEFORE STUBBING UP CONDUITSOR PENETRATING EXTERIOR WALL(S) OF BUILDING(S).

7. IN CASE OF INTERFERENCE BETWEEN ELECTRICAL EQUIPMENT SHOWN ON THE DRAWINGSAND OTHER EQUIPMENT, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IN WRITINGBEFORE PROCEEDING.

8. ALL OUTDOOR DEVICES SHALL BE WEATHERPROOF.

9. ONLY MAJOR PULL BOXES ARE SHOWN. CONTRACTOR SHALL PROVIDE ADDITIONAL PULLBOXES WHERE THEY ARE REQUIRED TO MAKE A WORKABLE INSTALLATION. ALL PULL BOXESABOVE GROUND SHALL BE PAD LOCKABLE. ALL PULL BOXES UNDERGROUND SHALL HAVEHOLD DOWN BOLTS AND BE TRAFFIC RATED.

10. MARK ALL PANELS WITH LAMANOID TAGS. PROVIDE TYPE WRITTEN PANEL SCHEDULE AT ALLPANELS.

11. ALL FLOOR/GROUND MOUNTED EQUIPMENT SHALL SIT ON A CONCRETE PAD 3" HIGHERTHAN SURROUNDING SURFACE FOR INTERIOR EQUIPMENT AND 6" FOR EXTERIOREQUIPMENT.

12. CONTRACTOR SHALL FURNISH ALL MATERIALS, TOOLS, LABOR, EQUIPMENT AND SUPERVISIONNECESSARY TO COMPLETE INSTALLATION, CHECKOUT AND INITIAL OPERATION.

13. CONTRACTOR SHALL VERIFY ALL DIMENSIONS AND GENERAL ARRANGEMENT OF EQUIPMENTSHOWN AND SHALL SUBMIT SHOP DRAWINGS FOR ALL EQUIPMENT PRIOR TO PURCHASE.

14. CAUTION SHOULD BE USED WHEN EXCAVATING OR TRENCHING TO LOCATE EXISTINGUNDERGROUND CONDUITS. COORDINATE WITH AGENCIES SUCH AS UNDERGROUNDSERVICE ALERT PRIOR TO EXCAVATION.

15. THE CONTRACTOR SHALL BE RESPONSIBLE FOR HAVING VISITED THE SITE AND SATISFIEDHIMSELF AS TO THE CONDITIONS UNDER WHICH THE WORK IS TO BE PERFORMED. THECONTRACTOR SHALL CHECK ALL OF THE CONDITIONS WHICH MAY AFFECT HIS WORK. THESITE VISIT SHALL BE MADE PRIOR TO SUBMITTING THE BID. BIDDERS SHALL PREARRANGE A SITEVISIT WITH THE OWNER/ARCHITECT.

16. THE CONTRACTOR SHALL OBTAIN A FULL SET OF PLANS WHEN BIDDING THE JOB.

17. ALL CONDUCTORS IN STALLED IN UNDERGROUND OR WET LOCATIONS SHALL BE MARKEDWITH "W" PER CEC

18. ALL PHASE CONDUCTORS SHALL HAVE THEIR OWN NEUTRALS. NO SHARING OF NEUTRALSALLOWED.

19. ALL RECEPTACLES INSTALLED OUTDOORS SHALL BE MARKED AND RATED " WATER PROOF"AND SHALL HAVE IN USE COVERS.

20. A CERTIFIED ELECTRICAL SHALL BE PRESENT ON THE PROJECT WHENEVER ELECTRICAL WORKIS IN PROGRESS. AN ELECTRICAL CONTRACTOR IS NOT EXEMPT FROM THIS REQUIREMENT ANDSHALL ALSO BE CERTIFIED IF HE IS WORKING AS THE RESPONSIBLE PROJECT ELECTRICIAN .VIOLATION OF THIS REQUIREMENT BY EITHER ELECTRICIANS OR WORKING CONTRACTORSSHALL BE REPORTED TO THE STATE LICENSE CONTRACTOR BOARD AS REQUIRED UNDER THEEXISTING LABOR CODE SECTION 108.2. NO VOLUNTEERS ARE ALLOWED TO PERFORM WORKON THIS PROJECT AND ALL CITY INSURANCE REQUIREMENTS MUST BE MET PRIOR TOPERFORMING ANY WORK.

21. ALL CONDUIT SHALL BE CONCEALED WITHIN ATTIC SPACE AND WALLS.

22. ALL EXTERIOR CONDUIT USED ON THIS PROJECT SHALL BE IMC OR RIGID.

23. ALL FASTENERS USED SHALL BE STAINLESS STEEL GRADE 316.

24. ALL DATA SHALL BE ROUTED TO THE INDICATED IDF.

WATTSTOPPER LMDX-100 DUAL TECHNOLOGY OCCUPANCY SENSOR

ABBREVIATIONSA, AMPA.F.F.AL

CATVCBCKT

CBD

AMPERES

CIRCUIT

CONDUITBOARD

ABOVE FINISHED FLOOR

CIRCUIT BREAKERCABLE TELEVISION

EWH

EM,EMER

(E)

EWC

CU

FACP

F.B.O.

FFA/F.A.

EMERPOEOL

EMERGENCY

EXISTING

ELECTRIC WATER COOLERELECTRIC WATER HEATER

END-OF-LINE

FUSEFIRE ALARM

EMERGENCY POWER-OFF

ALUMINUM CONDUCTOR OR BUS

COPPER CONDUCTOR OR BUS

FIRE ALARM CONTROL PANEL

HP

G,GNDGFCI

J/JB

KW

KVKVA

IBO

GROUND, GREEN GROUND WIRE

KILOVOLTS

KILOWATT

INSTALLED BY OTHERJUNCTION BOX

KILOVOLTS-AMPERES

HORSEPOWER

MLO

MPOE

LTG

P

Ø

NTSNICN

LIGHTING

NEUTRAL

PHASE

NOT TO SCALENOT IN CONTRACT

MAIN LUG ONLY

POLE

GROUND FAULT CIRCUIT INTERRUPT

MINIMUM POINT OF ENTRY

RMREF.REC.

PBPNL

STC

TSTPB

SW

SCTB

PULL BOXPANEL

ROOM

RECEPTACLEREFRIGERATOR

SWITCH

TELEPHONE PULL BOXTAMPER SWITCH

TTC

UONUGU.C.

TERM

TTB

TYP

XMFR

WWMWP

V

TERMINAL

TYPICAL

UNDERGROUNDUNDER COUNTER

WIREMOLDWATTS

TRANSFORMERWEATHERPROOF

VOLTS/VOLTAGE

TELEPHONETEL

TELEPHONE TERMINAL CABINETTELEPHONE TERMINAL BOARD

UNLESS OTHERWISE NOTED

SIGNAL TERMINAL CABINET

PUBLIC ADDRESS SYSTEMPA/P.A.

FULL LOAD AMPSFLA

OSHPD

AT AMP TRIP

MSB MAIN SWITCHBOARD

DIST DISTRIBUTION DB DISTRIBUTION BOARD

FURNISHED BY OTHER/FURNISHED BY OWNER

OFFICE OF STATEWIDE HEALTH PLANNING AND DEVELOPMENT

SIGNAL AND COMMUNICATION TERMINAL BOARD

ELECTRICAL EQUIPMENT BRACING NOTESALL ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THEDSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWINGCOMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENTREQUIREMENTS PRESCRIBED IN THE 2016 CBC SECTIONS 1616A AND ASCE 7-10 CHAPTERS 13, 26,AND 30.1. ALL PERMANENT EQUIPMENT AND COMPONENTS.2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED)

TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS, OR WATER.3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MOTE THAN 8 HOURS AND

HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARYATTACHMENTS.

THE ATTACHMENT OF THE FOLLOWING ELECTRICAL COMPONENTS SHALL BE POSITIVELYATTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THESECOMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT ANDASSOCIATED DUCTWORK, PIPING, AND CONDUIT.A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVING A CENTER OF MASS

LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLYSUPPORTS THE COMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS,LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNGFROM A WALL

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THEINSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORDAND THE DSA DISTRICT STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALLCOMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH THE ABOVEREQUIREMENTS.

FUSED SWITCH

PB PUSH BUTTON CONTROL STATION

PANIC ALARM BUTTON

DS WATTSTOPPER LMSW-105 PROGRAMMABLE SCENE DIMMING SWITCH.

WATTSTOPPER LMLS-400 PHOTO-SENSOR, PROVIDE A LMLS-MB1 BRACKETFOR J-BOX MOUNTING CONDITIONS.

INTRUSION ALARM KEYPAD, INSTALL 1/2-INCH CONDUIT FROM PADLOCATION TO NEAREST UTILITY CLOSET/INTRUSION ALARM PANELLOCATION.

ELECTRICAL EQUIPMENT NOTES1. THE ELECTRICAL DRAWINGS ARE DIAGRAMMATIC AND INDICATE THE GENERAL

ARRANGEMENT OF ELECTRICAL EQUIPMENT, DEVICES AND WIRING. SEE SECTION 260000 OFTHE SPECIFICATIONS.

2. FOR THE EXACT LOCATION OF ELECTRICAL EQUIPMENT AND DEVICES SEE THEARCHITECTURAL ELEVATIONS, DETAILS AND DIMENSIONS SHOWN ON THE DRAWINGS.

DEMOLITION AND

1. REMOVE ALL NONFUNCTIONAL SIGNAL SYSTEM EXPOSED WIRES,CABLES AND FASTENERS.

2. REMOVE ALL MATERIAL CAUSED BY THE DEMOLITION WORK FROMTHE SITE AND LEAVE THE PREMISES CLEAN AND FREE OF DEBRIS.

CLEAN-UP NOTES

PUBLIC SAFETY, STATE FIRE MARSHAL REGULATIONS - CALIFORNIA CODE OFREGULATIONS TITLE 19

2019 CALIFORNIA ADMINISTRATIVE CODE - CALIFORNIA CODE OFREGULATIONS TITLE 24, PART 1 (CAC)

2019 CALIFORNIA BUILDING CODE - CALIFORNIA CODE OF REGULATIONSTITLE 24, PART 2 (CBC)

2019 CALIFORNIA ELECTRICAL CODE - CALIFORNIA CODE OF REGULATIONSTITLE 24, PART 3 (CEC)

2019 CALIFORNIA MECHANICAL CODE - CALIFORNIA CODE OF REGULATIONSTITLE 24, PART 4 (CMC)

2019 CALIFORNIA FIRE CODE - CALIFORNIA CODE OF REGULATIONS TITLE 24,PART 9 (CFC)

2019 CALIFORNIA REFERENCED STANDARDS - CALIFORNIA CODE OFREGULATIONS TITLE 24, PART 12

(NOTE SEE UL STANDARD 1971 FOR `VISUAL DEVICES')

PARTIAL LIST OF

NATIONAL FIRE ALARM CODE (CALIF. AMENDED)

REFERENCE CODE SECTION FOR NFPA STANDARDS - CBC (SFM) 3504.1

NFPA 72 2016 EDITION

APPLICABLE STANDARDS

CALIFORNIA CODE

2019 CALIFORNIA BUILDING CODE (FOR SFM) NATIONAL STANDARDS SECTION 3504.1.3

OF REGULATIONS

ELECTRICAL SHEET LISTE1.01 SYMBOLS LEGEND, NOTES, ABBREVIATIONS & REQUIREMENTS

E1.02 ELECTRICAL NOTES & REQUIREMENTS AND PARTIAL SINGLELINE DIAGRAM

E2.01 PARTIAL ELECTRICAL SITE PLAN

E3.01 TYPICAL ELECTRICAL DETAILS AND ELECTRICAL SPECIFICATIONS

WATTSTOPPER RT-200 ASTRONOMICAL TIME SWITCH.TS

FATC FIRE ALARM TERMINAL CABINET

E1.01

SYMBOLS LEGEND, NOTES,

ABBREVIATIONS &

REQUIREMENTS

1

G:\Educational\PittsburgUSD\Marquee\21133E1-01.dwg, E1.01, 7/1/2021 5:49:34 PM, ARCH full bleed D (24.00 x 36.00 Inches)


2106 Bolero Drive

BayPoint, CA

(925)291-2048 MAIN

(559) 240-0288 CELL



Pittsburg High

School

New Marquee Sign

1750 Harbor Street

Pittsburg, CA 94565

PROJECT NO:

MODEL FILE:

DRAWN BY:

COPYRIGHT:

SHEET TITLE

SHEET OF

MARQUEE SIGN

#####

JW/MH

4


ELECTRICAL DUCTWORK ANCHORING NOTESDUCTWORK AND ELECTRICAL DISTRIBUTION SYSTEMS SHALL BE BRACED TO COMPLY WITH THEFORCES AND DISPLACEMENTS PRESCRIBED IN ASCE 7-10 SECTION 13.3 AS DEFINED IN ASCE 7-10SECTIONS 13.6.5.6, 13.6.7, AND 13.6.8, AND 2016 CBC SECTIONS 1616A.1.23 THROUGH 1616A.1.26.

THE BRACING AND ATTACHMENTS TO THE STRUCTURE SHALL BE DETAILED ON THE APPROVEDDRAWINGS OR THEY SHALL COMPLY WITH ON OF THE OSHPD PRE-APPROVALS (OPM #) ASMODIFIED TO SATISFY ANCHORAGE REQUIREMENTS OF ACI 318, APPENDIX D.

COPIES OF THE MANUAL SHALL BE AVAILABLE ON THE JOBSITE PRIOR TO THE START OF HANGINGAND BRACING OF THE PIPE, DUCTWORK, AND ELECTRICAL DISTRIBUTION SYSTEMS.

THE STRUCTURAL ENGINEER OF RECORD SHALL VERIFY THE ADEQUACY OF THE STRUCTURE TOSUPPORT THE HANGER AND BRACE LOADS.

ALL CONDUITS AND CABLES SHALL BE CONCEALED. IF THE CONSTRUCTION WILL NOT ALLOW THECONDUIT OR CABLE TO BE CONCEALED THEN INSTALL THE EXPOSED CONDUITS AND CABLESUSING THE FOLLOWING INSTALLATION METHODS.

1. REFER TO THE ARCHITECTURAL PLANS FOR AREAS WITHIN THE BUILDING STRUCTURE WHICHWILL UNFINISHED CEILINGS. ELECTRICAL CONDUIT, CABLING AND OTHER ITEMS VISUALLYEXPOSED SHALL BE NEATLY INSTALLED. THE CONDUIT AND CABLING WITHIN THESE AREASSHALL BE INSTALLED AT THE SIDE WALLS ABOVE THE CEILING LEVEL OF THE ROOM WITH THEEXPOSED CEILINGS. ALL CONDUITS AND CABLE RUNS SHALL BE INSTALLED PARALLEL ANDPERPENDICULAR TO THE STRUCTURE. J-BOXES SHALL SHALL ALSO BE INSTALLED ON THE SIDEWALLS ABOVE THE CEILING LEVEL WITHIN ROOMS THAT HAVE UNFINISHED CEILINGS.CONDUIT, CABLING, FLEXIBLE METAL CONDUIT IF REQUIRED TO TERMINATE AT THESEJ-BOXES SHALL HAVE TERMINATE EITHER AT 90-DEGREE ANGLES FROM THE J-BOXES.

2. ALL LOW VOLTAGE CABLING BEING INSTALLED WITHIN HE AREAS ABOVE THE CEILING LEVELWITH EXPOSED/UNFINISHED CEILINGS SHALL BE RUN IN CONDUITS.

3. ALL THESE CONDUIT SYSTEMS SHALL BE INSTALLED AS CLOSE AS POSSIBLE TO THE ROOF DECKLEVEL. IF THERE ARE PROTRUDING BEAMS THAT EXTEND DOWNWARD FROM THE ROOFDECK, THEN ADJUST THE CONDUIT LEVEL TO 3-INCHES BELOW THE BOTTOM OF THE BEAMLEVEL. AVOID ANY BENDING OF CONDUIT WHERE POSSIBLE .

EXPOSED/UNFINISHED CEILING EQUIPMENTINSTALLATION NOTE

E1.02

ELECTRICAL EQUIPMENT BRACING NOTESALL ELECTRICAL COMPONENTS SHALL BE ANCHORED AND INSTALLED PER THE DETAILS ON THEDSA APPROVED CONSTRUCTION DOCUMENTS. WHERE NO DETAIL IS INDICATED, THE FOLLOWINGCOMPONENTS SHALL BE ANCHORED OR BRACED TO MEET THE FORCE AND DISPLACEMENTREQUIREMENTS PRESCRIBED IN THE 2016 CBC SECTIONS 1616A AND ASCE 7-10 CHAPTERS 13, 26,AND 30.1. ALL PERMANENT EQUIPMENT AND COMPONENTS.2. TEMPORARY OR MOVABLE EQUIPMENT THAT IS PERMANENTLY ATTACHED (E.G. HARD WIRED)

TO THE BUILDING UTILITY SERVICES SUCH AS ELECTRICITY, GAS, OR WATER.3. MOVABLE EQUIPMENT WHICH IS STATIONED IN ONE PLACE FOR MOTE THAN 8 HOURS AND

HEAVIER THAN 400 POUNDS ARE REQUIRED TO BE ANCHORED WITH TEMPORARYATTACHMENTS.

THE ATTACHMENT OF THE FOLLOWING ELECTRICAL COMPONENTS SHALL BE POSITIVELYATTACHED TO THE STRUCTURE, BUT NEED NOT BE DETAILED ON THE PLANS. THESECOMPONENTS SHALL HAVE FLEXIBLE CONNECTIONS PROVIDED BETWEEN THE COMPONENT ANDASSOCIATED DUCTWORK, PIPING, AND CONDUIT.A. COMPONENTS WEIGHING LESS THAN 400 POUNDS AND HAVING A CENTER OF MASS

LOCATED 4 FEET OR LESS ABOVE THE ADJACENT FLOOR OR ROOF LEVEL THAT DIRECTLYSUPPORTS THE COMPONENT.

B. COMPONENTS WEIGHING LESS THAN 20 POUNDS, OR IN THE CASE OF DISTRIBUTED SYSTEMS,LESS THAN 5 POUNDS PER FOOT, WHICH ARE SUSPENDED FROM A ROOF OR FLOOR OR HUNGFROM A WALL

FOR THOSE ELEMENTS THAT DO NOT REQUIRE DETAILS ON THE APPROVED DRAWINGS, THEINSTALLATION SHALL BE SUBJECT TO THE APPROVAL OF THE STRUCTURAL ENGINEER OF RECORDAND THE DSA DISTRICT STRUCTURAL ENGINEER. THE PROJECT INSPECTOR WILL VERIFY THAT ALLCOMPONENTS AND EQUIPMENT HAVE BEEN ANCHORED IN ACCORDANCE WITH THE ABOVEREQUIREMENTS.

ELECTRICAL NOTES &

REQUIREMENTS AND

PARTIAL SIGNAL LINE

DIAGRAM

2

(E)PANEL

'LB9'

(E) 1-1/2"C. - (4) #6 & 1 #6 GND.

PARTIAL SINGLE LINE DIAGRAM

-

1

NOT TO SCALE

TO THE NEW MARQUEE SIGN(REFER TO SHEET E2.01)

(E) PANEL 'LB': 500A

208/120V, 3Ø, 4W

SHEET NOTES #

1. PROVIDE AND INSTALL NEW 20A/1P CIRCUIT BREAKER ON THE AVAILABLE SPACE

CIRCUIT 38 FOR THE NEW MARQUEE SIGN.

2. PROVIDE AND INSTALL (3) #12 AWG CONDUCTORS WITHIN THE EXISTING 1/2"

POWER CONDUIT.

1

2

3P100A(E)


ADD1


SCHOOL STREET

HA

RB

OR

ST

RE

ET

(E)IDF 'BI'

(E) PANEL 'LB9'

(E) STORMDRAIN GRATE

(E) PB

(E) PB

(E) PB

1

(E) DATAROOM

(E) CUSTODIANROOM

JJ 3 42 55

(N) MARQUEE SIGN

(E) BLDG. B-2CLASSROOMS

6

DN

DN

(E) BLDG. D-1SCIENCEDSA #01-109419

UP

UP

UP

FH

(E) BLDG. D-2 TECHNOLOGYDSA #01-109419

FH

(E)

VIS

ITO

R/S

TA

FF

PA

RK

ING

LO

T C

(E) BLDG. B-2 CLASSROOMSDSA #01-109419

(E) BLDG. B-1 CLASSROOMSDSA #01-109419

(E) BLDG. A CAFETERIADSA #01-109419

(E) BLDG. C-1 ADMINISTRATIONDSA #01-109419

(E) BLDG. H-1 DSA#01-109419

(E) BLDG. C-2 CLASSROOMSDSA #01-109419

(E) CREATIVE ARTS DSA

#15693, 01-109803

(E) BLDG. C-3 CLASSROOMSDSA #01-109419

AREA OF WORK

SCHOOL STREET

HA

RB

OR

ST

RE

ET

PITTSBURG HIGH SCHOOL

E2.01

SCALE: 1/8"=1'-0"PARTIAL ELECTRICAL SITE PLAN

PARTIAL ELECTRICAL

SITE PLAN

GENERAL NOTES #

1. TEST DATA CABLE RUN TO ENSURE DATA COMMUNICATION. PROVIDETEST RESULTS.

KEY MAP

NOT TO SCALE

K

SHEET NOTES #

1

-

1. EXISTING 1/2" POWER CONDUIT. CAREFULLY DISCONNECT THE EXISTING POWER

CIRCUIT 'LB9'-24 FROM THE EXISTING SCHOOL SIGN. EXTEND/REROUTE THE CONDUIT

AND CONDUCTORS TO RECONNECT THE EXISTING CIRCUIT TO THE NEW MARQUEE

SIGN ONCE IT IS INSTALLED.

2. PROVIDE AND INSTALL (3) #12 AWG CONDUCTORS FROM THE EXISTING PANEL 'LB9'

WITHIN THE EXISTING 1/2" POWER CONDUIT. MAKE CONNECTIONS TO THE NEW

MARQUEE SIGN.

3. EXISTING 1/2" DATA CONDUIT. CAREFULLY DISCONNECT THE EXISTING DATA CABLE

FROM THE EXISTING SCHOOL SIGN AND PULL DATA BACK TO IDF.

4. PULL IN NEW CAT6A DATA CABLE FROM THE EXISTING IDF 'B1' WITHIN THE EXISTING

1/2" DATA CONDUIT. PROVIDE/INSTALL RJ45 CONNECTOR WITHIN THE J-BOX AND

MAKE CONNECTIONS TO THE NEW MARQUEE SIGN. CAT6A CABLE TO BE BELDEN

INDOOR/OUTDOOR RATED U/UTP 0.3-INCH OUTER DIAMETER.

5. EXTEND/REROUTE THE EXISTING 1/2"C. AND STUB UP INSIDE THE NEW MARQUEE

SIGN CONCRETE FOUNDATION. RUN/FASTEN CONDUIT UP WITHIN THE INTERIOR

WALL PAST THE PRECAST CONCRETE SHELF AND TERMINATE CONDUITS IN SEPARATE

6x6x4(WxHxD)-INCH J-BOXES, BETWEEN THE DIGITAL SIGN. MOUNT THE J-BOXES TO

THE PRECAST CONCRETE SHELF.

6. PROVIDE AND INSTALL A 20A RATED SINGLE PHASE SWITCH DISCONNECT FOR EACH

CIRCUIT.

2106 Bolero Drive

BayPoint, CA

(925)291-2048 MAIN

(559) 240-0288 CELL



Pittsburg High

School

New Marquee Sign

1750 Harbor Street

Pittsburg, CA 94565

PROJECT NO:

MODEL FILE:

DRAWN BY:

COPYRIGHT:

SHEET TITLE

SHEET OF

MARQUEE SIGN

#####

JW/MH

4


3


ADD1

2106 Bolero Drive

BayPoint, CA

(925)291-2048 MAIN

(559) 240-0288 CELL



Pittsburg High

School

New Marquee Sign

1750 Harbor Street

Pittsburg, CA 94565

PROJECT NO:

MODEL FILE:

DRAWN BY:

COPYRIGHT:

SHEET TITLE

SHEET OF

MARQUEE SIGN

#####

JW/MH

4


E3.01

TYPICAL ELECTRICAL

DETAILS AND ELECTRICAL

SPECIFICATIONS

TYPICAL TRENCH DETAIL WITHOUT

-

3

SPACERS AND UNDER EXISTING SURFACE

NOT TO SCALE

WARNING TAPEMARKED "POWER"

WARNING TAPEMARKED"COMMUNICATIONS"

POWER CONDUITSTHIS SIDE ONLY

NATIVE MATERIAL AT95% COMPACTION

SAWCUT ALLEDGES NEATLY

SAND AT 95%COMPACTION

SIGNAL CONDUITSTHIS SIDE ONLY

REPLACE TO MATCHEXISTING SERVICE

EXISTING SURFACE

1 2

1

2

24" MIN.

6"

18" 18"

3" 3" 6" 3"

3"

6" (MIN.) SANDBEDDING

3"

8" MIN.

TYPICAL CONDUIT THROUGH CONCRETE

NOT TO SCALE GB30-02-10

NOTE:PRIOR TO CORE DRILLING CONCRETE OBTAIN APPROVAL IN WRITING FROM STRUCTURALENGINEER FOR THE PROPOSED NUMBER AND LOCATION OF CORES DRILLED.

A FOAM SEAL AROUND CONDUIT

NOTE:FOAM SHALL BE FORNOPRODUCTS, INC. P1000 OR EQUAL.

APPLY FOAM AT EXIT ANDENTRANCE TO CONDUIT SLEEVE

SLEEVE

TYPICAL CONDUIT FORSIGNAL, COMMUNICATIONAND POWER.

-

1

TYP. CONDUIT FOR SIGNAL,COMMUNICATION, OR POWER

TYP. CONDUIT SLEEVE

TYPICAL: EXISTINGCONCRETE FOOTING

A

CORE DRILL THROUGH CONCRETE, REPLACECONCRETE PER STRUCTURAL REQUIREMENTSAFTER COMPLETION.

1" AROUND, TYP.

TYPICAL CONDUIT INSTALLATION ATCONCRETE SLAB ON GRADE

COUPLING

CONCRETE SLAB

-

NOT TO SCALE

2

GB30-02-14

NATIVE MATERIAL

FOOTING

CONDUIT

GALVANIZED RIGID STEELOR TAPE WRAPPED ELBOW

3" MIN.

GALVANIZEDRIGID STEELCOUPLING

1-1/4" PVCAND SMALLER

4

DIVISION 26 ELECTRICAL SPECIFICATIONS

PART 1 GENERAL

1.01 SCOPE OF WORK:

1. FURNISH AND INSTALL ALL MATERIALS AND EQUIPMENT AND PROVIDE ALL LABORREQUIRED AND NECESSARY TO COMPLETE THE WORK SHOWN ON THE DRAWINGSAND/OR SPECIFIED AND ALL OTHER WORK AND MISCELLANEOUS ITEMS, FOR ACOMPLETE INSTALLATION. IT IS THE INTENT OF THE DRAWINGS ANDSPECIFICATIONS THAT ALL SYSTEMS BE COMPLETE AND READY FOR OPERATION.

2. DRAWINGS AND MEASUREMENTS: THE DRAWINGS ARE NOT INTENDED TO BESCALED FOR ROUGHING-IN MEASUREMENTS NOR TO SERVE AS SHOP DRAWINGS.THE CONTRACTOR SHALL CONSULT THE ARCHITECTURAL, STRUCTURAL,MECHANICAL, OR EQUIPMENT DRAWINGS FOR DIMENSIONS, OBSTRUCTIONS ANDLOCATION OF EQUIPMENT OF OTHER TRADES. OUTLET DEVICES, SWITCHES,PANELS, CABINETS, FIXTURES AND SPECIAL EQUIPMENT ARE SHOWN ON THEDRAWINGS ONLY IN A SCHEMATIC MANNER AND NOT NECESSARILY IN THEIRSPECIFIC LOCATION. THE CONTRACTOR SHALL BE RESPONSIBLE FOR EXACTLOCATIONS OF THE OUTLETS TO FORM A FUNCTIONAL AND AESTHETICINSTALLATION EITHER BY CAREFUL REVIEW OF ALL ARCHITECTURAL ELEVATIONS,TILE PATTERNS, SURFACE FINISHES, AND EQUIPMENT ARRANGEMENTS OR BYCONSULTATION WITH THE ENGINEERS AND/OR OTHER TRADES INVOLVED.

1.02 CODE COMPLIANCE AND PERMITS:

ALL FEES, PERMITS, LICENSES, ETC., NECESSARY IN ORDER TO COMPLETE THE WORK OFTHIS SECTION SHALL BE PAID BY THIS CONTRACTOR. ALL WORK SHALL BE EXECUTED INACCORDANCE WITH THE CURRENT EDITION OF THE CITY ELECTRICAL ORDINANCES,STATE ELECTRICAL LAWS, STATUTES AND NATIONAL ELECTRICAL CODE AND BE SUBJECTTO THE INSPECTION OF THESE DEPARTMENTS INCLUDING, BUT NOT LIMITED TO THEFOLLOWING:

1. OCCUPATIONAL SAFETY AND HEALTH ACT STANDARDS (OSHA).2. NFPA #72: NATIONAL FIRE ALARM CODE3. NFPA #101: LIFE SAFETY CODE.4. NEC: NATIONAL ELECTRIC CODE5. UBC: UNIFORM BUILDING CODE6. CEC: CALIFORNIA ELECTRIC CODE7. CBC: CALIFORNIA BUILDING CODE8. CFC: CALIFORNIA FIRE CODE

1.03 WORKMANSHIPS:

THE INSTALLATION WORK INCLUDED IN THIS SPECIFICATION SHALL BE PERFORMED IN ANEAT WORKMANLIKE MANNER BY PERSONS EXPERIENCED AND SKILLED IN THEELECTRICAL TRADE. ONLY THE BEST QUALITY WORKMANSHIP WILL BE ACCEPTED. ALLEXPOSED PARTS OF THE ELECTRICAL WIRING SYSTEMS SUCH AS EXPOSED CONDUITS,FLUSH PLATES, CABINET TRIM, FIXTURES, ETS., SHALL BE SQUARE AND TRUE WITH THEBUILDING CONSTRUCTION.

1.04 BASIC MATERIALS:

MATERIALS, EQUIPMENT FABRICATION, INSTALLATION AND TESTS IN CONFORMITY WITHAPPLICABLE CODES AND AUTHORITIES HAVING JURISDICTION, FOR THE FOLLOWING:1. CONDUIT AND RACEWAYS.2. WIRE AND CABLES.3. WIRING DEVICES, OUTLET BOXES, JUNCTION BOXES.4. GROUNDING.5. SAFETY SWITCHES.6. MOTOR STARTERS (INDIVIDUALLY MOUNTED).

1.05 GUARANTEE:

THIS CONTRACTOR SHALL ASSUME RESPONSIBILITY FOR ANY DEFECTS WHICH MAYDEVELOP IN ANY PART OF HIS WORK CAUSED BY FAULTY WORKMANSHIP, MATERIAL OREQUIPMENT, AND AGREES TO REPLACE, REPAIR, OR ALTER, AT HIS EXPENSE, ANY SUCHFAULTY WORKMANSHIP, MATERIAL OR EQUIPMENT THAT HAS BEEN BROUGHT TO HISATTENTION DURING A PERIOD OF ONE YEAR FROM THE DATE OF SUBSTANTIALCOMPLETION. ACCEPTANCE OF THE WORK SHALL NOT WAIVE THIS GUARANTEE.

1.06 QUALITY ASSURANCE:

ALL MATERIALS AND EQUIPMENT SHALL BE NEW AND OF BEST QUALITY, OF THE TYPEBEST SUITED FOR THE PURPOSE INTENDED. ALL ELECTRICAL MATERIALS USED IN THISWORK SHALL BE LISTED BY THE UNDERWRITER'S LABORATORIES, INC., WHERE TESTING ISPROVIDED AND SHALL BEAR THEIR LABEL.

1.07 SHOP DRAWINGS:

SHOP DRAWING SUBMITTALS SHALL BE LABELED WITH THE PROPER NAME OF THEPROJECT, EQUIPMENT OR MATERIAL DESCRIPTIVE NAMES, AND MANUFACTURER'S NAMEAND ADDRESS. DRAWINGS SHALL INDICATE CATALOG NUMBER, DIMENSION, VOLTAGEAND CURRENT CHARACTERISTICS, WIRE SIZES, CONSTRUCTION ROUGH-IN DATA OF ALLMATERIALS TO BE USED. SHOP DRAWINGS SHALL BE SUBMITTED FOR ALL THEFOLLOWING:1. MAIN SWITCHBOARDS2. PANELBOARDS3. LOAD CENTERS4. MOTOR CONTROL CENTERS5. SAFETY SWITCHES6. MOTOR STARTERS7. FIRE ALARM SYSTEM

PART 2 PRODUCTS

2.01 CONDUIT AND OTHER RACEWAYS:

1. RIGID CONDUIT (GRC): HOT-DIPPED GALVANIZED STEEL2. INTERMEDIATE METAL CONDUIT (IMC): ELECTRO-GALVANIZED3. ELECTRICAL METALLIC TUBING (EMT): ELECTRO-GALVANIZED4. PLASTIC: SCHEDULE 40 PVC, APPROVED FOR USE AS NON-METALLIC RACEWAY FOR

90 DEGREE C CONDUCTORS.5. WIREWAY: CODE GAUGE STEEL, WITH KNOCKOUTS AND HINGED COVER;

CORROSION RESISTANT GRAY BAKED ENAMEL FINISH.6. FLEXIBLE STEEL CONDUIT: LIQUID TIGHT TYPE AT WET LOCATIONS.7. FITTINGS AND ACCESSORIES: APPROVED FOR THE PURPOSE; EQUAL IN ALL

RESPECTS TO THE CONDUIT OR RACEWAY; EMT CONNECTORS AND COUPLINGSSHALL BE STEEL COMPRESSION TYPE OUTDOORS AND IN WET LOCATIONS, SETSCREW TYPE INDOORS AND IN DRY LOCATIONS.

2.02 WIRE AND CABLES:

1. FOR POWER AND LIGHTING SYSTEMS 600V OR LESS:1.1. CONDUCTORS:

1.1.1. #12 AND #10 AWG: STRANDED1.1.2. #8 AWG AND LARGER: STRANDED COPPER.

1.2. INSULATION TYPE:1.2.1. THWN FOR WET OR UNDERGROUND LOCATIONS1.2.2. THHN FOR DRY LOCATIONS.

1.3. MINIMUM CONDUCTOR SIZE:1.3.1. 120/208V CIRCUIT RUNS LESS THAN 100 FEET: #12 AWG.1.3.2. RUNS OVER 100 FEET FOR 120/208V SYSTEMS: #10 AWG OR LARGER AS

DIRECTED BY NEC VOLTAGE DROP RESTRICTIONS.1.3.3. UNDERGROUND CIRCUITS: #10 AWG MINIMUM WIRE, UNLESS OTHERWISE

NOTED.2. CABLES FOR DIMMABLE LIGHTING CIRCUITS SHALL BE LUMINAIRE CABLE (LINE,

NEUTRAL, AND GROUND CONDUCTORS WITH STP FOR DIMMING SIGNAL IN MCCABLE).

3. FOR SIGNAL AND COMMUNICATION CIRCUITS:3.1. SPECIAL CABLES: AS SPECIFIED ON DRAWINGS.3.2. CONDUCTORS FOR GENERAL USE: STRANDED COPPER CONDUCTOR, #14

AWG MINIMUM, WITH THWN INSULATION FOR UNDERGROUND OR WETLOCATIONS AND THHN INSULATION FOR DRY LOCATIONS.

2.03 WIRING DEVICES:

1. ALL WIRING DEVICES SHALL BE MANUFACTURED BY LEVITON. OTHER PRODUCTSOF EQUAL QUALITY, LOOK AND FEEL WILL BE ACCEPTABLE.

2. ALL WIRING DEVICES SHALL BE HOSPITAL GRADE.3. COLOR SCHEME:

3.1. DEVICES ON NORMAL CIRCUITS SHALL MATCH THE EXISTING DEVICE COLORSCHEME.

3.2. DEVICES ON EMERGENCY CIRCUITS SHALL BE RED IN COLOR.3.3. ISOLATED GROUND RECEPTACLES SHALL BE ORANGE IN COLOR.

4. WALL (LOCAL) SWITCHES: SWITCHES SHALL BE TOTALLY ENCLOSED, AC RATED,SILENT TYPE.

5. DUPLEX CONVENIENCE RECEPTACLES SHALL BE HOSPITAL GRADE, 3-POLE,GROUNDED, RATED 20 AMPERES.

6. GROUND FAULT INTERRUPTED (GFI) RECEPTACLES: 3-POLE GROUNDED, GRAY INCOLOR, RATED 20 AMPERES, 125V, LEVITON OR EQUAL TO MATCH EXISTING.

7. OTHER SPECIAL PURPOSE RECEPTACLE SHOWN ON DRAWINGS SHALL BE OF SAMEQUALITY.

8. DEVICE PLATES: ALL DEVICE PLATES SHALL MATCH COLOR OF DEVICE. CONFIRMFINISHES WITH ARCHITECT BEFORE ORDERING.

2.04 GROUNDING:

GROUND RODS: COPPER CLAD STEEL, 3/4 INCH DIAMETER, 10 FEET IN LENGTH.

2.05 FITTINGS:

ON ALL CONDUIT SYSTEMS THE CONNECTOR FITTING SHALL BE OF THE INSULATEDTHROAT TYPE. WHERE RIGID CONDUIT IS CONNECTED TO A THREADLESS BOX, DOUBLELOCKNUT METHOD SHALL BE USED. ALL CONDUIT FITTINGS SHALL BE OF STEELCONSTRUCTION. DIE-CAST ALUMINUM FITTING SHALL NOT BE USED ON ANY CONDUITS.

2.06 BOXES:

OUTLET BOXES SHALL BE AT LEAST 1-1/2 INCHES DEEP, OR GANG STYLE TYPE OF SIZE TOACCOMMODATE DEVICES NOTED. OUTLET BOXES ON EXPOSED CONDUIT RUNS INUNFINISHED AREAS AND EQUIPMENT ROOMS SHALL BE 4 INCH SQUARE. EXTERIOROUTLET BOXES SHALL BE CAST ALUMINUM TYPE WITH WEATHERPROOF COVER. ALLOUTLET BOXES SHALL BE CONCEALED EXPECT WHERE SHOWN OR NOTED OTHERWISE.THIS CONTRACTOR SHALL VERIFY TYPE AND DEPTH OF FINISHED SURFACE SO THATOUTLET WILL BE FLUSH.

2.07 BOLTED PRESSURE TYPE CONNECTORS:

1. PROVIDE UL LISTED LUGS MARKED AL7CU OR AL9CU AS PER THE REQUIREMENTSOF UL STANDARD 486B.

2. WIRE BRUSH THE CONNECTOR AND APPLY AN OXIDE INHIBITING JOINTCOMPOUND. PENETROX OR EQUAL.

3. PROVIDE THE PROPER TORQUE PER THE CONNECTOR MANUFACTURER'SRECOMMENDATION.

2.08 COMPRESSION TYPE CONNECTORS:

1. PROVIDE UL LISTED LUGS MARKED AL7CU OR AL9CU AS PER THE REQUIREMENTSOF UL STANDARD 486B.

2. PROVIDE ELECTRO TIN PLATED HIGH CONDUCTIVITY ALUMINUM LUGS, MARKEDWITH WIRE SIZE, DIE INDEX, COLOR CODED AND THE PROPER NUMBER ANDLOCATION OF CRIMPS. LUG BARRELS SHALL BE FACTORY PREFILLED WITH OXIDEINHIBITING COMPOUND.

3. ALUMINUM CABLE CONNECTION TO ALUMINUM BUS BAR USE TWO HOLEALUMINUM COMPRESSION LUG AND ALUMINUM HARDWARE. APPLY UL LISTEDLUBRICANT TO HARDWARE AND SURFACES BEFORE TIGHTENING.

4. ALUMINUM CABLE CONNECTION TO COPPER BUS BAR: USE TWO HOLECOMPRESSION LUG, PLATED STEEL HARDWARE AND BELLEVILLE SPRING WASHER.APPLY UL LISTED LUBRICANT TO HARDWARE AND SURFACES BEFORE TIGHTENING.

5. ALUMINUM CABLE CONNECTION TO MECHANICAL LUGS AND EQUIPMENT NOTSUITED FOR ALUMINUM CONDUCTOR TERMINATION. USE ALUMINUMCOMPRESSION LUG WITH STRANDED COPPER WIRE PIGTAIL EQUIPMENT LUGCOMPRESSION BODY WITH INSULATING COVER.

2.09 TERMINATION HARDWARE:

1. BOLTS: ANODIZED ALLOY 2023-T4 AND CONFORMING TO ANSI B18.2.1 AND TOASTM B211 OR B221 CHEMICAL AND MECHANICAL PROPERTY LIMITS.

2. NUTS: ALUMINUM ALLOY 6061-T6 OR 6262-T9 NAD CONFORMING TO ANSI B18.2.23. WASHER: FLAT ALUMINUM ALLOY ALCLAD 2024-T4, TYPE A PLAIN, STANDARD

WIDE SERIES CONFORMING TO ANSI B27.2.4. BELLEVILLE CONICAL SPRING WASHERS: HARDENED STEEL, CADMIUM PLATED OR

SILICON BRONZE.

2.10 BOARDS

1. PANELBOARDS SHALL BE 208/120V, 3Ø, 4W, SQUARE D WITH LOCKABLE DOORS,BOLT-ON TYPE BRANCH CIRCUIT BREAKERS WITH 22,000 A.I.C. RMS. SYM.INTERRUPTING RATING. SQUARE D IS THE HOSPITAL STANDARD NO SUBSTITUTION.

2. LOAD CENTERS SHALL BE 120/208V, 1Ø, 3W, SQUARE D FLUSH MOUNTED,PLUG-ON TYPE BRANCH CIRCUIT BREAKERS.

3. SWITCHBOARDS, PANELBOARDS, AND LOAD CENTERS SHALL BE OF THE SAMEMANUFACTURER.

2.11 IDENTIFICATION

1. NAMEPLATES:1.1. ACRYLIC PLASTIC SUITABLE FOR INDOOR OR OUTDOOR USE1.2. BLACK FACE (NORMAL CIRCUITS) OR RED FACE (EMERGENCY CIRCUITS) WITH

ENGRAVED, WHITE, 1” MINIMUM, ARIAL OR SIMILAR FONT CHARACTERS1.3. CLEAR PLASTIC OVERLAY SUITABLE FOR INDOOR OR OUTDOOR USE THAT CAN

BE REPLACED IF VANDALIZED.1.4. SIGN SHALL INCLUDE DEVICE NAME, VOLTAGE, SIZE, AND WHERE THE

EQUIPMENT IS FED FROM ENGRAVED ON THE NAME PLATE.2. PULL LINE IDENTIFICATION TAGS:

2.1. ALUMINUM PLATE2.2. 1/8” TALL (MINIMUM), ARIAL (OR SIMILAR) FONT, IDENTIFYING TEXT STAMPED

ON PLATE2.3. TAGS SHALL DESCRIBING CONDUIT’S LENGTH, SOURCE, AND DESTINATION.

2.12 MISCELLANEOUS MATERIALS:

1. SAFETY SWITCHES: HEAVY DUTY TYPE, 600V, HORSEPOWER RATED FOR MOTORS,NEMA 1 ENCLOSURE FOR INDOORS AND NEMA 3R ENCLOSURE FOR OUTDOORS;FUSED OR NON-FUSED AS REQUIRED; GENERAL SQUARE D ONLY.

2. MOTOR STARTERS (INDIVIDUALLY MOUNTED):2.1. COMBINATION DISCONNECT SWITCH AND FULL VOLTAGE MAGNETIC TYPE

FOR 1 HP OR LARGER MOTORS, UNLESS OTHERWISE SHOWN2.1.1. OVERLOAD PROTECTION FOR EACH PHASE IN NEMA 1 ENCLOSURE2.1.2. TWO INTERLOCK CONTACTS OF THE INTERCHANGEABLE OPEN-CLOSE

TYPE2.1.3. HAND-OFF-AUTOMATIC SELECTOR SWITCH2.1.4. MOTOR RUNNING PILOT LIGHT2.1.5. RESET BUTTON IN COVER2.1.6. INDIVIDUAL 120V CONTROL TRANSFORMERS2.1.7. MOTOR CIRCUIT PROTECTORS2.1.8. GENERAL ELECTRIC, WESTINGHOUSE, SQUARE D, OR SIEMENS-ITE.

2.2. STARTERS FOR FRACTIONAL HORSEPOWER, 120V MOTORS: MANUAL TYPE,UNLESS SHOWN OTHERWISE, EQUIPPED WITH BUILT-IN OVERLOADPROTECTION.

2.3. STARTERS LOCATED OUTDOORS: PROVIDE NEMA 3R ENCLOSURE ANDAMBIENT TEMPERATURE COMPENSATED BIMETALLIC ADJUSTABLE OVERLOADRELAYS.

2.4. ALL SCTBS, TTBS, AND PLYWOOD BACKBOARD(S) SHALL BE 4'W X 8'L X 3/4"THICK AND SHALL BE PAINTED WITH GRAY FIRE RETARDANT PAINT.

PART 3 EXECUTION

3.01 WIRING METHOD:

1. INSTALL ALL WIRING IN RACEWAY, UNLESS SPECIFICALLY SHOWN OTHERWISE.2. MINIMUM CONDUIT SIZE SHALL BE 1/2" WHEN INSTALLED ABOVE GROUND AND

3/4" WHEN INSTALLED UNDERGROUND OR UNDER BUILDING SLABS, UNLESSOTHERWISE NOTED. INCREASE CONDUIT SIZE AS REQUIRED FOR WIRING. SIZE FORCONDUIT, UNLESS SPECIFICALLY SHOWN OTHERWISE, SHALL BE DETERMINEDFROM TABLE 3A FOR ALL CONDUCTORS, CHAPTER 9 OF THE LATEST NATIONALELECTRIC CODE.

3. CONDUIT SHALL BE GRC, IMC, EMT, OR PLASTIC AS FOLLOWS:3.1. ABOVE GROUND: USE GRC, IMC, OR EMT.

3.1.1. WET LOCATIONS OR EXTERIOR: GRC OR IMC ONLY.3.1.2. LOCATIONS SUBJECT TO MECHANICAL DAMAGE: GRC OR IMC ONLY.3.1.3. IN CONCRETE WALLS OR BLOCK WALLS: GRC OR IMC ONLY.3.1.4. DRY LOCATIONS NOT SUBJECT TO MECHANICAL DAMAGE: EMT, IMC, OR

GRC.3.2. UNDERGROUND

3.2.1. GRC WRAPPED WITH 4 LAYERS OF PVC TYPE OR PLASTIC.3.2.1. SCHEDULE 40 PVC: FOR USE UNDERGROUND WHERE PROTECTED BY

CONCRETE SLABS, ASPHALTIC PAVEMENT, OR CONCRETE WALKWAYS.3.2.2. USE STEEL ELBOWS FOR PLASTIC CONDUIT RUNS PENETRATING FLOOR

SLABS.

3.02 WIRE COLOR CODE:

1. COLOR CODE CONDUCTORS. WIRE SIZED #8 AWG AND SMALLER SHALL HAVEINTEGRAL COLOR CODED INSULATION. WIRE SIZES #6 AWG AND LARGER MAYHAVE BLACK INSULATION BUT SHALL BE IDENTIFIED BY COLOR CODED ELECTRICALTAPE AT JUNCTION, SPLICE, PULL, AND TERMINATION POINTS. APPLY COLOR TAPEWITH 1/2 LAP TO AT LEAST 6 INCHES OF THE CONDUCTOR.

2. COLOR CODE WIRE AS FOLLOWS:CONDUCTORS 120/208V 480/277VPHASE A: BLACK BROWNPHASE B: RED ORANGEPHASE C: BLUE YELLOWNEUTRAL: WHITE WHITE OR GRAYGROUND: GREEN GREENISOLATED GROUND: GREEN WITH YELLOW STRIPPING

3.03 EQUIPMENT IDENTIFICATION:

ALL ELECTRICAL EQUIPMENT SHALL BE PROVIDED WITH IDENTIFICATION INDICATING ITSUSE OR FUNCTION. EQUIPMENT TO BE IDENTIFIED SHALL INCLUDE PANELBOARDS,SPECIAL PANELS, MOTOR STARTERS, PUSHBUTTON STATIONS, PILOT LIGHTS, SPECIALCONTROL SWITCHES AND SPECIAL RECEPTACLES. IDENTIFICATION SHALL BE BY MEANSOF A PERMANENTLY ATTACHED, ENGRAVED, PLASTIC LAMINATED LABEL. JUNCTIONBOXES AND EMPTY CONDUITS PROVIDED FOR FUTURE USE SHALL ALSO BE IDENTIFIED.

3.04 PENETRATIONS OF FIRE-RATED ASSEMBLIES:

ANY PENETRATIONS OF FIRE-RATED ASSEMBLY, SUCH AS WALLS, CEILINGS, AND FLOORSSHALL BE SEALED WITH A UL LISTED FIRE STOP MATERIAL APPROVED FOR THEAPPLICATION

3.05 CUTTING AND PATCHING:

THIS CONTRACTOR SHALL PERFORM ALL CUTTING REQUIRED AND ALL NECESSARYPATCHING AFTER COMPLETION TO RESTORE THE SURFACE TO ITS ORIGINAL CONDITION,UNLESS OTHERWISE INDICATED. SHOULD ANY CUTTING OF WALLS, FLOORS, CEILINGS,PARTITIONS, ETC., BE MADE NECESSARY ON ACCOUNT OF THIS CONTRACTOR'S FAILURETO COORDINATE WITH OTHER TRADES, SUCH CUTTING SHALL BE DONE AT HIS OWNEXPENSE, RESTORING THE WORK TO ITS ORIGINAL CONDITION. THIS CONTRACTORSHALL NOT AT ANY TIME CUT OR ALTER WORK OF ANY OTHER CONTRACTOR.

3.06 CLEANUP:

ALL ELECTRICAL EQUIPMENT MUST BE KEPT COMPLETELY PROTECTED FROM WEATHERELEMENTS, PAINTING, ETC., UNTIL THE BUILDING IS SUBSTANTIALLY COMPLETED.DAMAGE FROM RUST, PAIN, SCRATCHES, ETC., SHALL BE CORRECTED AS DIRECTED BYTHE A/E.

END OF ELECTRICAL SPECIFICATIONS


ADD1
