Addendum #2

North Bend School District - Trades Center Building, Project #17.53 June 2018

ADDENDUM #2 – JULY 16, 2018

RE: NORTH BEND SCHOOL DISTRICT 13 TRADES CENTER BUILDING Project #17.53

FROM: HGE INC., Architects, Engineers & Planners 333 South 4th Street Coos Bay, Oregon 97420 541-269-1166

TO: Prospective Bidders

This Addendum forms a part of the Contract Documents and modifies the original Documents dated June 2018, as noted below. Acknowledge receipt of this Addendum in the space provided on the Bid Form. Failure to do so may subject Bidder to disqualification.

This Addendum consists of THREE (3) pages together with the following attachments.

• Section 00-4100 - Bid Form, ADD2• Section 04-2000 - Unit Masonry• Detail 1/ADD2, Foundation Ledge at Brick• Detail 2/ADD2, Brick Cap at Wainscot• Detail 3/ADD2, Foundation Ledge at Brick at Raised Conc. Curb• Drawing Sheet M2.1 Mechanical Plan, ADD2• Drawing Sheet M6.1 Radiant Heater, ADD2• Drawing Sheet P6.1 Plumbing Legend, Plumbing Schedule, ADD2• Drawing Sheet E1 Panel A Schedule, revised 7/16/2018• Drawing Sheet E3, Detail 2/E3, revised

CHANGES TO PROJECT MANUAL

1. Section 00-4100 - Bid Form: REPLACE with attached revised Bid Form, ADD2.Revision adds an Alternate Bid #3 for Masonry Wainscot at locations indicated.

2. Section 01-2300 - Alternates, paragraph 1.03: ADD the following:

“C. Alternate BID No. 3 - Masonry Wainscot: 1. Base Bid Item: Hardiplank Siding.2. Alternate Item: Provide Masonry Brick Wainscot where Adhered Masonry

Veneer wainscot is noted around base of building on sections andelevations. See attached brick foundation ledge and wainscot cap details(1/ADD2, 2/ADD2, 3/ADD3).”

3. Section 04-2000 - Unit Masonry: ADD the attached section to the ProjectManual/Specifications.

Addendum #2

North Bend School District - Trades Center Building, Project #17.53 June 2018

4. Section 07-4646 - Fiber Cement Siding, paragraph 2.01, B: ADD the following:

“7. Soffit Panels to vented style.”

5. Section 32-3113 - Chain Link Fences and Gates, paragraph 2.03, A.2.b. Quantity: REPLACE “Three (3)” with “As shown on Drawings.”

CHANGES TO DRAWINGS:

1. Drawing Sheet C3.00 - Utility / Grading Plan, CLARIFICATION: Fire water line, building water service, meter, hydrants, related trenching and backfill work, to be by Coos Bay-North Bend Water Board. Contractor to provide piping, fittings, and reduced pressure backflow device from meter to building. Paving by Contractor.

2. Drawings 1 and 2 on Drawing Sheets A3.1, A3.2, and A3.3: CHANGE note “Plywd. soffit” to “Fiber cement vented soffit panels.”

3. Drawing Sheet A4.1, drawing 1/A4.1: REPLACE “East Elevation” with “West Elevation.”

4. Detail 4/A5.1, Rake/Soffit Detail: “Raise double top plate to bottom height of 2 x 8 outlookers. DELETE portion of note that says: “Provide 2x block support under outlooker at wall to match depth of roof joist.”

5. Drawing Sheet A5.1, Details 1/A5.1, 4/A5.1, 7/A5.1, and 10/A5.1: CHANGE reference “plywood soffit” to “fiber cement vented soffit panel.”

6. Details 10/A5.1: DELETE “See Structural” from note. Add the following note: “Steel support for window awning framing to be ¼” thick x 3-1/2” wide steel plate welded to form an “L.” Horizontal leg to be 36” long. Vertical leg to be 24” tall. Secure to wood framing with 3” long, #10 wood screws at 4” o.c. in a staggered pattern.”

7. Responses to Bidder Questions on Structural Drawings: a. Sheet S2.1 and S2.2 along grid G the concrete columns are shown as 12”

diameter while the architect shows 16” Structural Engineer’s Response – Please follow architectural dimension.

Columns to be 16”. b. Sheet S2.1 plan note #11 reads “[ALL WOOD FRAMING AND SHEATHING

AT EXTERIOR WALLS TO BE FIRE RETARDANT TREATED (FRT) WOOD. ALL CONNECTIONS (NAILS, SCREWS, HANGERS, AND ETC) TO BE HOT-DIPPED GALVINIZED AS REQUIRED BY TREATMENT MANUFACTURER.]

Structural Engineer’s Response – This note does not apply for this project. Delete this note.

Addendum #2

North Bend School District - Trades Center Building, Project #17.53 June 2018

c. Sheet S2.2 plan note 4 specifies 6” nails at panel edges. The question arose if this nailing will need to be continued perpendicular to the roof framing, i.e., is blocking required at the roof sheathing

Structural Engineer’s Response - No blocking is required at the roof. Revise plan note as follows:

o “.0.131 DIAX2 ½ NAILS @ 6” OC AT PANERL EDGERS AND @ 12” OC FIELD, UNO WHERE FRAMING OCCURS. LAY SHEA..”

d. Sheet S2.2 shows 11-7/8TJI @ 24” oc while Architectural drawings show 2x8 out riggers in the office space.

Structural Engineer’s response - Follow Architectural drawings with 2x8 spaced at 24” oc.

8. Drawing Sheets M2.1, M6.1 and P6.1: REPLACE with attached revised sheets. Revisions reflect change to water heater.

9. Drawing Sheet E1: REPLACE Panel A Schedule with attached. 10. Drawing Sheet E3: REPLACE Detail 2/E3 with attached. 11. Drawing Sheet E3, Keyed note 2: REVISE as follows:

“PROVIDE RECESSED FLOORBOX WITH LID FOR COMPUTER DESKS NOT ADJACENT TO WALL OUTLETS. PROVIDE UNDERFLOOR RACEWAY TO FLOORBOXES. “POKE-THRU” IS NOT ACCEPTABLE. ROUTE DATA AND POWER CONDUIT TO NEAREST WALLBOX AS INDICATED. FIELD COORDINATE ALL REQUIREMENT. HUBBEL, MYSTERY FLOORBOX, OR APPROVED EQUAL.”

APPROVALS: None.

END OF ADDENDUM #2

00-4100 Page 1

North Bend School District - Trades Center Building, Project #17.53June 2018

SECTION 00-4100BID FORM

THE PROJECT AND THE PARTIES1.01 TO:

Owner: NORTH BEND SCHOOL DISTRICT #131913 Meade StreetNorth Bend, Oregon 97459

1.02 FOR: 17.53 NORTH BEND HIGH SCHOOL TRADES CENTER BUILDING2323 PACIFIC AVENUE, NORTH BEND, OREGON 97459

1.03 DATE: __________________________ (BIDDER TO ENTER DATE)1.04 SUBMITTED BY:

NAME OF FIRM (PLEASE PRINT): ______________________________________________1.05 GENERAL

A. The Bidder declares that they have carefully examined the Contract Documents for theconstruction of the proposed improvements; that the Bidder has personally inspected thecontemplated construction area, that the Bidder has satisfied themselves as to the quantities ofmaterials, items of equipment, possible difficulties, and conditions of work involved.

B. By signing this Proposal, the Bidder certifies that the provisions required by ORS 279C.800 to279C.870 relating to prevailing wage rates shall be included in this Contract, are understood bythe Bidder, and will be complied with during the Work.

C. The bidder further declares that they are registered with the Construction Contractor's Board asrequired by ORS 701.35 to 701.55, and possess such additional licenses and certifications asrequired by law for the performance of the work proposed herein.

D. The subcontractor(s) performing work as described in ORS 701.005(2) will be registered withthe Construction Contractors Board in accordance with ORS 701.035 to 701.055 before thesubcontractor(s) commence work under the Contract.

E. Pursuant to ORS 279A.120, Bidder hereby certifies the Bidder _______is / ________is not(check one) a Resident Bidder as defined by ORS 279.029.

F. Bidder certifies that the provisions required by ORS 279C.836, unless exempt under Sections(4), (7), (8), or (9), before starting work on this Contract, or any subcontract hereunder,Contractor and all subcontractors shall have on lfile with the Construction Contractor's Board apublic works bond with corporate surety authorized to do business in the State of Oregon in theamount of $30,000.

G. The Bidder agrees that if this Proposal is accepted, the Bidder will, within ten (10) calendar daysafter receiving contract forms, execute the Agreement between Owner and Contractor asspecified, and deliver to the Owner the Performance and Labor and Payment Bonds requiredherein.

BID FORM00-4100 Page 2

North Bend School District - Trades Center Building, Project #17.53June 2018

1.06 BIDS:A. The undersigned bidder, in submitting his bid, authorizes the Owner to evaluate the bid and

make a single award per Bid Schedule, on the basis of the bid.B. After having examined all of the contract documents as prepared by HGE INC., Architects,

Engineers & Planners, we do hereby propose to furnish labor and materials to complete thework required by said documents for the following fixed sum (fill in lump sum amount for eachbid unit, in written words in space provided, and in numerals within parenthesis):

C. BASIC BID:

______________________________________________________________Dollars

and __________________________ Cents ($______________________) complete.

D. ALTERNATE BID #1: Masonry Veneer Exterior Wainscot:ADD TO BASIC BID:

______________________________________________________________DOLLARS

AND __________________________ CENTS ($______________________) COMPLETE.

E. ALTERNATE BID #2: Underground Electrical Service:ADD TO BASIC BID:

______________________________________________________________DOLLARS

AND __________________________ CENTS ($______________________) COMPLETE.

F. ALTERNATE BID #3 - Masonry Wainscot:ADD TO BASIC BID:

______________________________________________________________DOLLARS

AND __________________________ CENTS ($______________________) COMPLETE.G. Bidder further agrees to be bound by the entire Contract Documents, including:

Advertisement for BidsIssued AddendaInstructions to Bidders - AIA A701 and Supplemental Instructions to BiddersBid Form (this document)Subcontractor Disclosure FormGeneral Conditions - AIA 201 and Supplementary ConditionsContract for Construction: Owner-Contractor Agreement - AIA 101Performance and Payment BondsTechnical SpecificationsPlans/DrawingsIssued Change Orders and Architects Supplemental Instructions

BID FORM00-4100 Page 3

North Bend School District - Trades Center Building, Project #17.53June 2018

All Applicable State and Federal Laws1.07 BID SECURITY

A. Bid security in the form of a certified check of Bid Bond in the amount of 10% of the bid amountis enclosed per ORS 279C.385. The undersigned agrees that Bid Security will be left in escrowwith the Owner and that the amount thereof is the measure of liquidated damages which Ownerwill sustain by failure of the undersigned to deliver and execute the Contract or providePerformance and Payment Bonds and may become the property of the Owner at Owner'soption. If this bid is not accepted within thirty (30) days of the time set for the opening of bids orif the undersigned executes and timely delivers said contract and the Performance andPayment Bonds, the Bid Security will be returned.

1.08 COMPLETION DATE AND LIQUIDATED DAMAGESA. It is understood that time is of the essence in the execution of this Contract in order to avoid

undue hardship upon the Owner. It is the desire of the Owner to issue a Notice to Proceedupon successful review of the lower qualified bidder and have the project completed byFebruary 28, 2019.

B. The Undersigned agrees that he will have the work Substantially Complete on or before__________________ (Contractor to fill in the DATE he/she will substantially complete theWork and this will be the agreed upon Substantial Completion date).

C. The Contractor agrees that said Work shall be prosecuted regularly, diligently, at such rate ofprogress as will insure Substantial Completion thereof within the time specified. It is expresslyunderstood and agreed, by the Contractor and the Owner, that the time for the completion of theWork described herein is reasonable taking into consideration the average climatic range andususal industrial conditions prevailing in this locality.

D. If said contractor shall neglect, fail or refuse to coordinate the work within the time hereinspecified, or any proper extension thereof granted by the Owner, then the Contractor does hereby agree, as a part consideration for the awarding of this Contract, to pay to the Owner thesum of THREE HUNDRED DOLLARS ($300), not as a penalty but as liquidated damages forsuch breach of contract as hereinafter set forth, for each and every calendar day that thecontractor shall be in default after the time stipulated in the contract for substantial completion ofthe work.

1.09 OWNER RIGHTSA. The Owner reserves the right to reject any or all bids and to waive all informalities.

1.10 ADDENDAA. The following Addenda have been received. The modifications to the Bid Documents noted

below have been considered and all costs are included in the Bid Sum.

1. Addendum # _______ Dated ________________.

2. Addendum # _______ Dated ________________.

3. Addendum # _______ Dated ________________.

1.11 BIDDER DATA AND SIGNATURE(S)A. Name of Firm (please print):______________________________________________________

B. Mailing Address:_______________________________________________________________

C. Physical Address (if different):____________________________________________________

BID FORM00-4100 Page 4

North Bend School District - Trades Center Building, Project #17.53June 2018

D. Construction Contractor Board Registration Number:__________________________________

E. Telephone Number:____________________________________________________________

F. Fax Number:__________________________________________________________________

G. Email Address:________________________________________________________________

H. Signature (if bid is by a partnership, one of the partners must sign):

____________________________________________________________________________I. Name and Official Capacity of Signatory (please print):

____________________________________________________________________________J. If Corporation, Attest (Secretary of Corporation):

____________________________________________________________________________K. SEAL (if Corporation):

END OF SECTION

04-2000 Page 1

North Bend School District - Trades Center Building, Project #17.53June 2018

SECTION 04-2000UNIT MASONRY

PART 1 GENERAL1.01 SECTION INCLUDES

A. Clay Facing Brick.B. Mortar and Grout.C. Reinforcement and Anchorage.D. Flashings.E. Accessories.

1.02 RELATED REQUIREMENTSA. Section 05-5000 - METAL FABRICATIONS: Loose steel lintels and fabricated steel items.B. Section 07-9005 - Joint Sealers: Backing rod and sealant at control and expansion joints.

1.03 REFERENCE STANDARDSA. ACI 530/530.1/ERTA - Building Code Requirements and Specification for Masonry Structures

and Related Commentaries; 2013.B. ASTM A153/A153M - Standard Specification for Zinc Coating (Hot-Dip) on Iron and Steel

Hardware; 2009.C. ASTM A666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel

Sheet, Strip, Plate, and Flat Bar; 2015.D. ASTM C67 - Standard Test Methods for Sampling and Testing Brick and Structural Clay Tile;

2014.E. ASTM C91/C91M - Standard Specification for Masonry Cement; 2012.F. ASTM C144 - Standard Specification for Aggregate for Masonry Mortar; 2011.G. ASTM C150/C150M - Standard Specification for Portland Cement; 2015.H. ASTM C207 - Standard Specification for Hydrated Lime for Masonry Purposes; 2006

(Reapproved 2011).I. ASTM C216 - Standard Specification for Facing Brick (Solid Masonry Units Made From Clay or

Shale); 2016.J. ASTM C270 - Standard Specification for Mortar for Unit Masonry; 2014a.K. ASTM C404 - Standard Specification for Aggregates for Masonry Grout; 2011.L. ASTM C476 - Standard Specification for Grout for Masonry; 2016.

1.04 SUBMITTALSA. See Section 01-3000 - Administrative Requirements, for submittal procedures.B. Samples: Submit a sample panel of facing brick units to illustrate color, texture, and extremes

of color range.C. Manufacturer's Certificate: Certify that masonry units meet or exceed specified requirements.

1.05 DELIVERY, STORAGE, AND HANDLINGA. Deliver, handle, and store masonry units by means that will prevent mechanical damage and

contamination by other materials.PART 2 PRODUCTS2.01 BRICK UNITS

A. Facing Brick: ASTM C216, Type FBX, Grade MW.1. Color and texture: Smooth texture, colors as follows:

a. Field color: As selected by Architect.

UNIT MASONRY04-2000 Page 2

North Bend School District - Trades Center Building, Project #17.53June 2018

b. Accent band color at water table sill::1) Accent 1: As selected by Architect.

2. Actual size: 2-1/2" x 3-1/2" x 7-1/2".3. Special shapes: Molded units as required by conditions indicated, unless standard units

can be sawn to produce equivalent effect.4. Compressive strength: 2200 psi, measured in accordance with ASTM C67 and ASTM

C216.5. Rated as "not effloresce."

2.02 MORTAR AND GROUT MATERIALSA. Masonry Cement: ASTM C91/ASTM C270, Type S for facing brick.B. Masonry Cement: ASTM C91/ASTM C270, Type N for concrete masonry units.C. Portland Cement: ASTM C150, Type I; color as required to produce approved color sample.D. Hydrated Lime: ASTM C207, Type S.E. Mortar Aggregate: ASTM C144.F. Grout Aggregate: ASTM C404.G. Water: Clean and potable.H. Moisture-Resistant Admixture: Water repellent compound designed to reduce capillarity.I. Integral Water Repellent Admixture for Mortar and Grout: Polymeric liquid admixture added to

mortar and grout at the time of manufacture.1. Use only in combination with masonry units manufactured with integral water repellent

admixture.2. Use only water repellent admixture for mortar and grout from the same manufacturer as

water repellent admixture in masonry units.3. Meet or exceed performance specified for water repellent admixture used in masonry

units.2.03 REINFORCEMENT AND ANCHORAGE

A. Manufacturers of Joint Reinforcement and Anchors:1. Dur-O-Wal: www.dur-o-wal.com.2. Substitutions: See Section 01-6000 - Product Requirements.

B. Masonry Veneer Anchors: 2-piece anchors that permit differential movement between masonryveneer and structural backup, hot dip galvanized to ASTM A 153/A 153M, Class B.1. Anchor plates: Not less than 0.075 inch thick, designed for fastening to structural backup

through sheathing by two fasteners; provide design with legs that penetrate sheathing andinsulation to provide positive anchorage.

2. Wire ties: Manufacturer's standard shape, 0.1875 inch thick.3. Vertical adjustment: Not less than 3-1/2 inches.4. Seismic Feature: Provide lip, hook, or clip on end of wire ties to engage or enclose not less

than one continuous horizontal joint reinforcement wire of 0.1483 inch diameter (9 gauge).5. Product: Dur-O-Wal DA 213 veneer anchor plate with 9 gauge veneer reinforcement:

www.dur-o-wal.com.2.04 FLASHINGS

A. Stainless Steel Flashing: ASTM A666, Type 304, soft temper; 26 gage, 0.0187 inch thick; finish2B to 2D.

B. Flashing Sealant/Adhesives: Type compatible with type of flashing used.2.05 ACCESSORIES

A. Preformed Control Joints: Rubber material. Provide with corner and tee accessories, fusedjoints.1. Manufacturers:

a. Dur-O-Wal: www.dur-o-wal.com.

UNIT MASONRY04-2000 Page 3

North Bend School District - Trades Center Building, Project #17.53June 2018

b. Substitutions: See Section 01-6000 - Product Requirements.B. Weeps: Polyethylene tubing.

1. Manufacturers:a. Dur-O-Wal: Product DA 1005: www.dur-o-wal.com.b. Substitutions: See Section 01-6000 - Product Requirements.

C. Cavity Vents: Polyester mesh.1. Manufacturers:

a. CavClear/Archovations, Inc: www.cavclear.com. 2. Polyester Mesh

a. 1-1/4 inch masonry matb. Install full-height >/= 1-1/2" behind masonry to prevent mortar from making contact

with the backup.c. Ensure continuous drainage area.d. Prevent thermal bridging.e. Allow moisture to flow to unobstructed weeps.f. Substitutions: See Section 01-6000 - Product Requirements.

D. Cleaning Solution: Non-acidic, not harmful to masonry work or adjacent materials.2.06 MORTAR AND GROUT MIXES

A. Mortar for Unit Masonry: ASTM C270, using the Proportion Specification.1. Exterior, non-loadbearing CMU: Type N.2. Exterior, non-loadbearing brick masonry: Type S.

B. Grout: ASTM C476. Consistency required to fill completely volumes indicated for grouting; finegrout for spaces with smallest horizontal dimension of 2 inches or less; coarse grout for spaceswith smallest horizontal dimension greater than 2 inches.

C. Admixtures: Add to mixture at manufacturer's recommended rate and in accordance withmanufacturer's instructions; mix uniformly.

PART 3 EXECUTION3.01 EXAMINATION

A. Verify that field conditions are acceptable and are ready to receive masonry.B. Verify that related items provided under other sections are properly sized and located.C. Verify that built-in items are in proper location, and ready for roughing into masonry work.

3.02 PREPARATIONA. Direct and coordinate placement of metal anchors supplied for installation under other sections.B. Provide temporary bracing during installation of masonry work. Maintain in place until building

structure provides permanent bracing.3.03 COLD AND HOT WEATHER REQUIREMENTS

A. Comply with requirements of ACI 530/530.1/ERTA or applicable building code, whichever ismore stringent.

3.04 COURSINGA. Establish lines, levels, and coursing indicated. Protect from displacement.B. Maintain masonry courses to uniform dimension. Form vertical and horizontal joints of uniform

thickness.3.05 PLACING AND BONDING

A. Lay solid masonry units in full bed of mortar, with full head joints, uniformly jointed with otherwork.

B. Lay hollow masonry units with face shell bedding on head and bed joints.C. Buttering corners of joints or excessive furrowing of mortar joints is not permitted.

UNIT MASONRY04-2000 Page 4

North Bend School District - Trades Center Building, Project #17.53June 2018

D. Remove excess mortar and mortar smears as work progresses.E. Remove excess mortar with water repellent admixture promptly. Do not use acids, sandblasting

or high pressure cleaning methods.3.06 WEEPS/CAVITY VENTS

A. Install weeps in veneer and cavity walls at 24 inches on center horizontally above through-wallflashing, above shelf angles and lintels, and at bottom of walls.

B. Install cavity vents in veneer and cavity walls at 32 inches on center horizontally below shelfangles and lintels and near top of walls.

3.07 REINFORCEMENT AND ANCHORAGE - GENERALA. Unless otherwise indicated on drawings or specified under specific wall type, install horizontal

joint reinforcement 12 inches on center, and/or 2 sq. ft. maximum wall area support per anchor.B. Place masonry joint reinforcement in first and second horizontal joints above and below

openings. Extend minimum 16 inches each side of opening.3.08 MASONRY FLASHINGS

A. Whether or not specifically indicated, install masonry flashing to divert water to exterior at alllocations where downward flow of water will be interrupted.

3.09 BUILT-IN WORKA. As work progresses, install built-in metal door frames and window frames and other items to be

built into the work and furnished under other sections.B. Install built-in items plumb, level, and true to line.C. Bed anchors of metal door frames in adjacent mortar joints. Fill frame voids solid with grout.

3.10 TOLERANCESA. Maximum Variation From Unit to Adjacent Unit: 1/16 inch.B. Maximum Variation from Plane of Wall: 1/4 inch in 10 ft and 1/2 inch in 20 ft or more.C. Maximum Variation from Plumb: 1/4 inch per story non-cumulative; 1/2 inch in two stories or

more.D. Maximum Variation from Level Coursing: 1/8 inch in 3 ft and 1/4 inch in 10 ft; 1/2 inch in 30 ft.E. Maximum Variation of Mortar Joint Thickness: Head joint, minus 1/4 inch, plus 3/8 inch.

3.11 CUTTING AND FITTINGA. Cut and fit for chases. Coordinate with other sections of work to provide correct size, shape,

and location.B. Obtain approval prior to cutting or fitting masonry work not indicated or where appearance or

strength of masonry work may be impaired.3.12 CLEANING

A. Remove excess mortar and mortar droppings.B. Replace defective mortar. Match adjacent work.C. Clean soiled surfaces with cleaning solution.

3.13 PROTECTIONA. Without damaging completed work, provide protective boards at exposed external corners that

are subject to damage by construction activities.END OF SECTION

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B PERFORATED SA PCS

C CEILING ROUND TMR-AA

D RETURN GRILLE 23RL

E EGGCRATE RA 50-F

F 4 WAY SIDEWALL 112 RL

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PLUMBING CONNECTION SCHEDULE

UNITS UNITS UNITS UNITS

DRINKING FOUNTAIN / WATER COOLER (GENERAL USE)

0 0.5 0 0 0 0.5 0

KITCHEN SINK (ONE 1-1/2'' TRAP)

1 1.5 1.5 1.125 1.125 2 2

LAVATORY (SINGLE)

5 1 5 3.75 3.75 1 5

SERVICE SINK 1 3 3 2.25 2.25 3 3

URINAL (1.0 GPF, GENERAL USE)

2 4 8 8 0 2 4

WATER CLOSET (1.6 GPF FLUSHOMETER )

4 5 20 20 0 3 12

HOSE BIBB (FIRST ONE)

1 2.5 2.5 2.5 0 ---

HOSE BIBB (EACH ADDITIONAL)

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P6.1

PANEL ' A ' FAULT CURRENT = 8,996

AMP MAIN BREAKER 120 / VOLTS 1-PHASE, 3-WIRE

ALUMINUM: 2'' C, 3 #250 PH, #4 GRD SURFACE MOUNTED

LOAD DISTRIBUTION LTG RECMOTOR DATA EXTG HEAT MISC PH-A PH-B TOTAL AMPS WITH SPARE 25%

CONNECTED VA 0 7380 2556 1440 0 0 500 5528 6348 11876 53 14845 VA 66

DIVERSITY FACTOR 125% 100% 100% 100% 65% 100% 100%

DIVERSIFIED VA 0 7380 2556 1440 0 0 500 5528 6348 11876 53 14845 VA 66

PL T LOAD VA HP PHW GND CON BKR PH BKR CON GND PHW HP VA LOAD T PL

1 R R - N.CLASS 360 12 12 1/2 20 1 A 1 20 1/2 12 12 500 FIRE ALARM PANEL O 2

3 R R - NE. CLASS 360 12 12 1/2 20 1 B 1 20 1/2 12 12 540 R - OFFICE R 4

5 R R - E. CLASS 360 12 12 1/2 20 1 A 1 20 1/2 12 12 540 R - OFFICE R 6

7 R R - SE. CLASS 360 12 12 1/2 20 1 B 1 20 1/2 12 12 720 R - W. TOOL ROOM R 8

9 R R - W1. CLASS 360 12 12 1/2 20 1 A 1 20 1/2 12 12 720 R - E. TOOL ROOM R 10

11 R R - W2. CLASS 360 12 12 1/2 20 1 B 1 20 1/2 12 12 720 R - LOBBY R 12

13 R R - W3. CLASS 360 12 12 1/2 20 1 A 1 20 1/2 12 12 540 R - TOILETS / MECH R 14

15 R R - W4. CLASS 360 12 12 1/2 20 1 B 1 30 1/2 10 12 1416 FURNACE M 16

17 R R - W5. CLASS 360 12 12 1/2 20 1 A 1 20 1/2 12 12 720 R - DATA RACK D 18

19 R R - S. CLASS 180 12 12 1/2 20 1 B 1 20 1/2 12 12 720 R - DATA RACK D 20

21 R R - S. CLASS 180 12 12 1/2 20 1 A 1 20 1/2 12 12 1/8 528 GAS WATER HEATER M 22

23 M EXHAUST FANS 612 12 12 1/2 20 1 B 1 20 1/2 0 SPARE 24

25 SPARE 0 1/2 20 1 A 1 20 1/2 0 SPARE 26

27 SPARE 0 1/2 20 1 B 1 20 1/2 0 SPARE 28

29 SPARE 0 1/2 20 1 A 1 20 1/2 0 SPARE 30

31 B 32

33 A 34

35 B 36

37 A 38

39 B 40

41 A 42

A 7/16/2018 FED FROM PANEL 'MDP'

ALL CIRCUIT CONDUCTORS SIZED FOR COPPER

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18.05 NBHS Trades Schedules.xlsx - A Double 'E' Engineering, LLC 7/16/2018

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02

COVERED

WALK &

ENTRY

BOYS

04

MECH

05

GIRLS

06

OFFICE

08

TOILET

03

FIRE EX.

CAB.

A-14

A-16

A-20

A-18

A-2FACP

A-12

A-4

A-6

A-8

A-10

A-23PANEL 'A'

A-22

DETAILSCALE: 1/4'' = 1'-0''

2E3