Guilford County Schools High Point Central High School Addendum Two Pro-Start Classroom Page - 1

ADDENDUM NUMBER TWO – November 30, 2017 Project: High Point Central High School

Pro-Start Classroom Owner: Guilford County Schools From: Efird Sutphin Pearce & Associates, PA 310 East Sycamore Street - Suite A Greensboro, NC 27401 Phone (336) 273-0083 To: Prospective Bidders The following changes, notations, additions, and corrections are herewith made a part of the Drawings and Specifications and shall take precedence over requirements therein where conflict occurs. Contractors submitting proposals shall familiarize themselves with the content of the Addendum before submitting their proposal since this Addendum will become a part of the Contract. Acknowledge receipt of this addendum by writing its number and date on the Proposal Form. Failure to do so may subject the bidder to be disqualified. CHANGES TO THE SPECIFICATIONS

1. 00 41 13.02– Bid Form

a. Omit Bid Form and insert revised Bid Form to reflect changes to project unit pricing and change smoked detector to heat detector.

2. 01 21 00 Allowance: Omit specification section and insert revised specification section to address insertion of Allowance G-5: Installation of 4” PVC piping and detector strips.

3. 01 22 00 Unit Prices: Omit specification section and insert revised specification to address insertion of unit price G-5: Linear foot cost to install 4” PVC piping and detector strips.

CHANGES TO DRAWINGS 1. Sheet A5.0 – Interior Elevations: Add the following note to exhaust hoods indicated on elevations A -

1/A5.0: Provide 2 per hood magnet attached automatic fire suppressor canisters manufacturer by Firestop.

2. Sheet A6.0 – Wall Types, Details, Schedules: Room Finish Schedule: Add the following note associated with the existing ceiling in Classroom 103 – Paint existing ceiling.

3. Sheet P1.0 – Plumbing Specification, Schedules, Symbols and Details:

a. Omit sheet and insert revised drawing to address modifications to the layout of the sanitary lines and grease trap.

4. Sheet P1.1 - Plumbing Hot & Cold Piping Plan and Waste & Vent Floor Plan a. Omit sheet and insert revised drawing to address modification to the layout of the sanitary lines and

grease trap

Guilford County Schools High Point Central High School Addendum Two Pro-Start Classroom Page - 2

5. Sheet P1.2 - Plumbing Basement Floor Plan

a. Omit sheet and insert revised drawing to address modification to the layout of the sanitary lines and grease trap

6. Sheet E1.1 - Electrical Lighting Plan and Electrical Power Plan a. Omit sheet and insert revised drawing to address modification to the fire alarm heat detector system.

End of Addendum 2

BID FORM Section 00 41 13.02 Contractor Initials & Date ________

Section 00450 Single Prime General Construction Bid Form

1

Contract: General Contractor Project: Pro-Start Classroom For High Point Central High School Guilford County Board of Education Guilford County, NC Bidder: _________________________________________________________________ Date: _________________________________________ The undersigned, as bidder, hereby declares that the only person or persons interested in this proposal as principal or principals is or are named herein and that no other person than herein mentioned has any interest in this proposal or in the contract to be entered into; that this proposal is made without connection with any other person, company or parties making a bid or proposal; and that it is in all respects fair and in good faith without collusion or fraud. The Bidder further declares that he has examined the site of the work and the contract documents relative thereto, has read all special and supplemental provisions furnished prior to the opening of bids, has satisfied himself relative to the work to be performed, and thereby proposes and agrees if this proposal is accepted, to furnish all necessary materials, equipment, machinery, tools, apparatus, means of transportation and labor necessary to complete the fabrication and delivery of the work, and other related work in full and complete accordance with the plans, specifications and contract documents, to the full and entire satisfaction of the Owner, with a definite understanding that no money will be allowed for extra work except as set forth in the General Conditions and other contract documents, on the Pro-Start Classroom for High Point Central High School in High Point, NC. Bidders are advised that a notice to proceed may be issued upon approval by the Guilford County Board of Education, and in advance of the contract document. The Bidder proposes and agrees, if this proposal is accepted, to execute a Contract within ten (10) days after notification of award, for the above work and for the below stated Compensation, in the form of AIA A101-2007 Standard Form of Agreement Between Owner and Contractor where the basis of payment is a Stipulated Sum., for the sum of: BASE BID: _____________________________________________________________________ ____________________________________ Dollars ($______________________) Mechanical Subcontractor: _________________________________________ Sub Bid Amount ($_____________________) Electrical Subcontractor: _________________________________________ Sub Bid Amount ($_____________________) Plumbing Subcontractor: _________________________________________ Sub Bid Amount ($_____________________)

BID FORM Section 00 41 13.02 Contractor Initials & Date ________

Section 00450 Single Prime General Construction Bid Form

2

ALTERNATES: The Bidder proposes to perform the work indicated as alternates for the amounts entered below, which amounts shall be added to or deducted from the Base Bid as indicated in the space below. (Bidders must enter an amount for each alternate. If acceptance of the alternate will not change the contract amount, enter “No Change”. Insert the words “Add” or “Deduct” in the space provided before the amount.) List of Alternates: Add/Deduct Amount Preferred Alternate No. 1: Simplex Fire Alarm System Furnish the cost for material and labor to install and modified the existing fire alarm system manufactured by Simplex. ___________ $____________ Preferred Alternate No. 2: Schlage Lock / Lockset Furnish the cost for material to supply lockset and cylinder locks manufactured by Schlage. ___________ $____________ BID UNIT PRICES: UNIT PRICES TO BE SUBMITTED, ALONG WITH BID, ON FORM PROVIDED IN 012200 Unit Price E-1 Heat Detectors Furnished/Installed/Programmed complete* $________ each *The quantity to be paid for will be the actual number of devices installed, but not indicated on the drawings. Unit price G-2: Address repairs and patching of the existing floor substrate not caused by demolition activities. $________ per Square Foot Unit price G-3: Plaster Ceiling Repairs. $________ per Square Foot Unit Price: G-5: Cost to install 4” PVC Schedule 40 piping with 14 gauge detector strips. $________ per Linear Foot ADDENDA: The following addenda were received and used in computing this bid: Date Initial Date Initial Addendum #1 ________ __________ Addendum #2 ________ __________ Addendum #3 ________ __________Addendum #4 ________ __________

BID FORM Section 00 41 13.02 Contractor Initials & Date ________

Section 00450 Single Prime General Construction Bid Form

3

The Bidder further proposes and agrees hereby to commence work under this contract on a date to be specified in a written order by the Owner or Designer and shall substantially complete the work on or before Completion date based on the “Notice to Proceed” or the contract, whichever is dated first. The undersigned further agrees that in the case of failure on his part to execute the said contract and the bond within ten (10) consecutive calendar days after written notice being given of the award of the contract, the certified check, cash or bid bond accompanying this bid shall be paid into the funds of the Owner’s account set aside for the project, as liquidated damages for such failure; otherwise the certified check, cash or bid bond accompanying this proposal shall be returned to the undersigned. Attach certified check, cash or bid bond to this proposal. RESPECTFULLY SUBMITTED this ___________ day of ______________________, 2017. ___________________________________________________ (Name of firm or corporation making bid) By: _____________________________ Title: _____________________________ (Owner / Partner / President / Vice President) License No. _______________________ Federal ID No. _____________________ WITNESS: (Proprietorship / Partnership) By: __________________________________ ATTEST: (Corporation) By: __________________________________ (CORPORATE SEAL) Title: _________________________________ (Corporate Secretary or Asst. Secretary Only)

BID FORM Section 00 41 13.02 Contractor Initials & Date ________

Section 00450 Single Prime General Construction Bid Form

4

Guilford County Schools High Point Central High School Allowances Pro-Start Classroom 01 21 00 - 1

SECTION 01 21 00 ALLOWANCES

PART 1 – GENERAL

1.1 RELATED DOCUMENTS A. The Drawings and provisions of the General Conditions, Supplementary General Conditions, and other

Sections included under Division1, General Requirements, are included as a part of this Section as though bound herein.

B. Designate in Pay Requests and Schedule of Values separate item for cost allowances. Also breakdown costs as follows: 1. Products/materials 2. Work

1.2 ALLOWANCES FOR PRODUCTS/MATERIAL:

A. Purchase product/material under allowance only as directed by Architect.

B. Amount of allowance includes:

1. Net cost of product. 2. Delivery to the site. 3. Applicable taxes.

C. In addition to amount of allowance, include in bid, for inclusion in Contract Sum, Contractor’s cost for:

1. Handling at site including unloading, uncrating, and storage. 2. Protection from elements, from damage. 3. Labor, installation, and finishing. 4. Other expenses (e.g., testing, adjusting, and balancing) required to completed installation. 5. Overhead and profit.

1.3 ALLOWANCES FOR WORK

A. Provide Work under allowance only as directed by Architect.

B. Amount of Allowance includes:

1. Net cost of product. 2. Delivery to the site. 3. Applicable taxes. 4. Handling at site including unloading, uncrating, and storage. 5. Protection from elements, from damage. 6. Labor, installation, and finishing. 7. Other expenses required to complete installation.

Guilford County Schools High Point Central High School Allowances Pro-Start Classroom 01 21 00 - 2

8. A fixed percentage for overhead and profit. Overhead shall include supervision; superintendence; wages of time-keepers, watchmen, and clerks; hand tools, general office expense; and other expenses not included in “cost” under 1. Through 8. Above. a) For Work (labor, materials, and equipment) completed by the Contractor with his own labor, 10

percent shall be added for overhead and profit. b) For Work (labor, materials, and equipment) completed by subcontractor of the Contractor, 5

percent shall be added for overhead and profit.

1.4 SELECTION OF PRODUCT/MATERIAL A. Architect/Engineer’s Duties

1. Consult with Contractor in consideration of product/material and suppliers. 2. Make selection, designate product/material to be used. 3. Notify Contractor in writing, designating:

a) Product, size, color, and texture b) Supplier c) Cost, delivered at site

B. Contractor’s Duties 1. Assist A/E in determining qualified suppliers. 2. Obtain proposals from suppliers when requested by Architect/Engineer. 3. Make appropriate recommendations for consideration by Architect/Engineer. 4. Notify A/E in writing, of effect anticipated by selection of product or supplier under consideration on:

a) Construction Schedule. b) Contract Sum.

5. On notification of selection enter into purchase agreement with designated supplier. 6. Arrange for delivery and unloading. 7. Promptly inspect product for damage or defects. 8. Submit claims for transportation damage.

1.5 ADJUSTMENT OF CASH ALLOWANCES

A. Unused amounts of moneys included under allowances shall be credited to the Owner by deduct change

order prior to approval of Final Application for Payment.

PART 2 – PRODUCTS (Not Used)

PART 3 – EXECUTION

3.1 UNFORESEENS ALLOWANCE A. Unforeseen Allowance for those items and Work hidden, undetectable, or unforeseen and not visible from

pre-bid, on-site observation, or not shown, called-for, or reasonably implied in the Contract Documents and which is in compliance with N.C. Building Code and Division of Facility Services requirements. Refer to Schedule at end of section.

Guilford County Schools High Point Central High School Allowances Pro-Start Classroom 01 21 00 - 3

3.2 UNKNOWN/UNFORESEEN SITE CONDITIONS ALLOWANCE: A. Unknown/Unforeseens Site Conditions Allowance for wetlands, groundwater & additional erosion control

measures required by local code enforcement officials and those subsurface items and Work hidden, undetectable, or unforeseen and not visible from pre-bid, on-site observation, or not shown, called-for, or reasonably implied in the Contract Documents and which is in compliance with N.C. Building Code and Division of Facility Services requirements. Refer to Schedule at end of section.

B. Other conditions shall be addressed as they are discovered and their remedies are established.

3.3 SCHEDULE OF ALLOWANCES A. Allowances for Work: Note: If not described below, refer to Article 1.3 for description of what is included

in the allowance.

B. Schedule of Allowances

1. Quantity Allowance a. Grading (cut) has been accomplished to subgrade. b. The location has been identified. c. The Architect has been notified of location and anticipated extent of rock, unsuitable soil and

borrow. d. The Owner’s testing agency is notified to evaluate, make recommendations, monitor related

operations, and to measure quantities. e. Appropriate calculations and records are kept by the Contractors for verification with the

Architect and Owner’s testing agency. f. The time of performance for the quantities listed in the allowance schedule are to be

included in the contractor’s original base bid construction schedule as critical path activities. No extensions of time will be granted for these activities unless the amount listed in the allowance schedule is exceeded, and only if the excess amount impacts the critical path of the project.

2. Heat Detectors (E-1): Under the Base Bid, include an allowance for 1 Units, Furnished/Installed/Programmed complete.*

* Measurement: The quantity of Smoke Detectors and Horns/ Strobes to be paid for by the actual number of devices installed, but not indicated on the Drawings.

C. Lump Sum Allowance

1. Mold Damage (G-1): Include the sum of Two thousand $2,000 to address removal and replacement of mold damage material.

2. Floor Patching (G-2): Include the sum of Two thousand $2,000 to address repairs and patching of

the existing floor substrate not caused by demolition activities. Contractor may apply to use the allowance based on the cost per square foot stated in the Contractor’s Bid. Unused portion of the allowance will be reimbursed to the Owner at the unit price quoted. If costs exceed the stated allowance the square foot price stated in the Contractor’s Bid will be used to determine the amount of a change order.

Guilford County Schools High Point Central High School Allowances Pro-Start Classroom 01 21 00 - 4

3. Plaster Ceiling Repairs (G-3): Include the sum of six hundred and fifty 650 square feet at the unit price quoted on the Bid Form to address concealed conditions where the unstable condition of the plaster is not readily apparent prior to construction. This does not include usual and customary paint prep of existing conditions in order to provide a smooth and even finished surface; such as locations where there are holes from old attachment points; where the existing plaster is already missing / damaged and /or paint is already peeling. This unit price is not intended for repair or patching of penetrations made by the Contractors. Unused portion of allowance will be reimbursed to the Owner at unit price quoted

4. Building Permit (G-4) Include the sum of Seven thousand, $7,000 to address purchase of permits for the Pro-Start Classroom. Unused portion of the allowance will be reimbursed to the Owner.

5. Sanitary Line (G-5) Include the sum of one hundred and fifty feet of 4” PVC schedule 40 piping with accommodating 14 gauge detector strips at the unit price quoted on the Bid Form to address installation of piping from the Grease trap to the existing under pavement existing sanitary line. Unused portion of the allowance will be reimbursed to the Owner at the unit price quoted. If costs exceed the stated allowance the square foot price stated in the Contractor’s Bid will be used to determine the amount of a change order.

END OF SECTION

Guilford County Schools High Point Central High School Unit Prices Pro-Start Classroom 01 22 00 - 1

SECTION 01 22 00 UNIT PRICES

PART 1 - GENERAL

1.1 RELATED DOCUMENTS

A. Drawings, general provisions of the Contract, including General Conditions, other Division 1 Specification Sections, and all other contract bid documents apply to this Section.

1.2 SUMMARY

A. This Section includes administrative and procedural requirements for unit prices.

B. Specific requirements of each contract are also indicated in individual Specification Sections, All Bid Documents and on Drawings.

C. Unit price is an amount proposed by bidders, as a price per unit of measurement for materials or services added to or deducted from the Contract Sum by appropriate modification, if estimated quantities of Work required by the Contract Documents are increased or decreased.

1.3 PROCEDURES

A. Unit prices include all necessary material, plus cost for delivery, installation, insurance, overhead, and profit. Unit Prices represent a full and total cost for the listed unit. 1. Measurement and Payment: Refer to individual Specification Sections for work that re-

quires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections. Measurement: The quantity of unsuitable soil or rock and any fill (mass or trench) to be paid for will be the actual number of “Bank” cu-bic yards removed as measured by the Owner’s Testing Agency.

B. Guilford County Schools reserves the right to reject Contractor's measurement of work-in-place that involves use of established unit prices and to have this work measured, at Guilford County Schools’ expense, by an independent surveyor acceptable to Contractor. If the findings are that the Contractor’s measurement of work-in-pace is inaccurate, the Contractor shall bear the responsibility for said survey.

C. List of Unit Prices: A list of unit prices is included in this section. Specification Sections referenced in the schedule contain requirements for materials described under each unit price. The bidder(s) shall submit a completed unit price sheet along with the bid. The unit prices will be reviewed and discussed with the Contractor if any units are found to be inequitable.

D. Unit Prices may be equitably adjusted after bid day if they are found to be unreasonable in cost.

PART 2 - PRODUCTS (Not Used)

Guilford County Schools High Point Central High School Unit Prices Pro-Start Classroom 01 22 00 - 2

PART 3 - EXECUTION

3.1 LIST OF UNIT PRICES (INCLUDE WITH BID)

UNIT PRICES APPLICABLE TO ALL CONTRACTORS

Unit Price E-1 Heat Detectors Furnished/Installed/Programmed complete * $________ each

* The quantity to be paid for will be the actual number of devices installed, but not indicated on the Drawings. Unit Price G-2: Address repairs and patching of the existing floor substrate not caused by demolition activities. $________ per Square Foot

Unit Price G-3: Address repairs to existing plaster ceiling $________ per Square Foot

Unit Price: G-5: Cost per linear foot to install 4” PVC Schedule 40 piping with 14 gauge detec-tor strips. $________ per Linear Foot

END OF SECTION

PLUMBING DRAWINGS INDEX

PLUMBING SPECIFICATION, SCHEDULES, SYMBOLS & DETAILS.

PLUMBING HOT & COLD PIPING PLAN AND WASTE & VENT FLOOR PLAN.

PLUMBING BASEMENT PLUMBING FLOOR PLAN.

P1.0

P1.1

P1.2

1. SCOPE OF WORK

a. ALL WORK IS TO BE PERFORMED IN STRICT COMPLIANCE WITH THE NC PLUMBINGCODE.

b. THE CONTRACTOR IS RESPONSIBLE FOR ALL WORK, MATERIALS AND LABOR TOSATISFY A COMPLETE WORKING SYSTEM WHETHER SPECIFIED OR IMPLIED.

c. ALL EQUIPMENT AND MATERIALS SHALL BE AS SPECIFIED OR "APPROVED EQUAL" BYENGINEER OR ARCHITECT.

d. THE BIDDING PLUMBING CONTRACTOR MUST VISIT THE CONSTRUCTION SITE BEFORESUBMITTING HIS BID TO VERIFY THE EXISTING FIELD CONDITIONS. NO EXTRAS SHALL BEALLOWED FOR FAILURE TO VISIT THE SITE. COORDINATE WITH GUILFORD COUNTYSCHOOLS TO SCHEDULE SITE VISIT.

2. SHOP DRAWINGS

SUBMIT SINKS, FLOOR SINKS AND LIFT STATION SHOP DRAWINGS TO THEARCHITECT/ENGINEER FOR APPROVAL.

3. PIPING

a. DOMESTIC POTABLE WATER PIPING SHALL BE COPPER, TYPE "L". INSULATE ALL PIPINGWITH 3/4" FIBERGLASS INSULATION.

b. PRESSURE TEST ALL PIPING PER NC PLUMBING CODE.c. ALL PIPING LAYOUTS ARE GENERALLY DIAGRAMMATIC. CONTRACTOR SHALL VERIFY

AND RECONFIGURE FOR AVAILABLE SPACE FOR INDICATED EQUIPMENT BASED ONMEASUREMENTS AND SURVEYS TAKEN FROM THE FIELD.

d. CONTRACTOR SHALL FURNISH AND INSTALL ALL SHUT-OFF VALVES AS REQUIRED FORLOCATIONS RECOMMENDED BY EQUIPMENT MANUFACTURERS AND WHERE REQUIREDBY THE CONTRACT DRAWINGS.

e. ALL PIPING SHALL BE SUPPORTED FROM THE BUILDING STRUCTURE IN A NEAT ANDWORKMANLIKE MANNER. USE OF WIRE OR METAL STRAPS TO SUPPORT PIPING WILLNOT BE PERMITTED. SPACING OF PIPING SUPPORTS SHALL NOT EXCEED 8 FT. FOR ALLPIPING.

4. WASTE AND VENT PIPING

PIPING SHALL BE PVC SCHEDULE 40 GLUED JOINTS. SLOPE 3" AND LARGER AT 1/8" PERFOOT AND SLOPE PIPING 2" AND SMALLER AT 1/4" PER FOOT.

5. PLUMBING FIXTURES

FURNISH AND INSTALL NEW PLUMBING FIXTURES AS SHOWN ON THE PLUMBINGFIXTURE SCHEDULE. PROVIDE ALL REQUIRED ITEMS FOR A COMPLETE INSTALLATION.

6. GUARANTEE

MATERIALS, EQUIPMENT AND INSTALLATION SHALL BE GUARANTEED FOR A PERIOD OFONE (1) YEAR FROM THE DATE OF ACCEPTANCE. DEFECTS WHICH APPEAR DURINGTHAT PERIOD SHALL BE CORRECTED AT THE CONTRACTOR'S EXPENSE.

FOR THE SAME PERIOD THE PLUMBING CONTRACTOR SHALL BE RESPONSIBLE FOR ANYDAMAGE TO THE PREMISES CAUSED BY DEFECTS IN WORKMANSHIP OR IN THE WORKOR EQUIPMENT FURNISHED AND/OR INSTALLED BY HIM.

PROTOTYPE NAME AND NUMBERSYMBOLFIXTURE

BASIC FIXTUREFIXTURE TYPE

VALVE FAUCET C.W.VENTWASTE

CONNECTION SIZES

H.W.REMARKS

P-1 JUST B-21429-SPROVIDE WALL ANGLE VALVE

AND RIGID SUPPLIES

PROVIDE WITH JUST J-ADA-115-FS-DRAIN, JUST JT-125P-TRAP. PROVIDE CONCEALEDWALL SUPPORT. INSTALLATION TO COMPLY TO ADA REQUIREMENTS. INSULATEDRAIN AND SUPPLY PIPING WITH PRE-FORMED INSULATION KIT.

WALL MOUNTED ADA COMPLIANTSTAINLESS STEEL HAND SINK

PLUMBING FIXTURE SCHEDULE

JUST JSL-100-B-BATTERYOPERATED

TWO COMPARTMENT STAINLESSSTEEL KITCHEN SINK

ADA COMPLIANT TWOCOMPARTMENT STAINLESS

STEEL SINK

P-2

P-2A

JUST DLXD-2133-16-GR

JUST DL-ADA-2133-16-GR

PROVIDE WALL ANGLE VALVEAND RIGID SUPPLIES JUST J-1174-KS

JUST J-1174-KS

2" 1/2"2" 1/2"

PLUMBING GENERAL NOTES

SANITARY OR STORM DRAIN

SYMBOL DESCRIPTION

VENT PIPING

COLD WATER

HOT WATER

DIRECTION OF FLOW

ELBOW DOWN

ELBOW UP

WALL CLEANOUTWCO

CO FLOOR CLEAN OUT

VENT THRU ROOF

BALL VALVE

PLUMBING SYMBOL SCHEDULE

FLOOR DRAIN

FLOOR CLEANOUT

FD

FCO

VTR

THREE COMPARTMENTSTAINLESS STEEL KITCHEN SINKP3 ADVANCE TABCO T9-63

-54-24RL-X T&5 MPZ-8WLN-06 --- -

8" ROUND X 6" DEEP ROUNDCAST-IRON FLOOR SINKFS-1 3"WATTS FS-720-3-NH-FC-5-6 - -- -

2"

P-2

P-2A

P-2

P-2

P-1

FS-1

FS-2

FS-1

FS-1

ROUTE 2" VENTPIPE IN LOW WALL

2"

3"CORE DRILL FLOOR SLAB TO EXTEND

NEW WASTE PIPING DOWN TOBASEMENT, SEAL OPENING

AROUND PIPING

2"

P-33 COMP. SINK

4"

WASTE & VENT RISER DIAGRAMSCALE: NTS

WALL CLEAN OUTWCO

12" ROUND X 8" DEEP ROUNDCAST-IRON FLOOR SINKFS-2 3"WATTS FS-760-3-NH-FC-5-6 - -- -

PROVIDE WALL ANGLE VALVEAND RIGID SUPPLIES

-

-

-

2" 1/2"2" 1/2"

2" 1/2"2" 1/2"

PROVIDE WITH JUST J-52-S CONTINUOUS WASTE FOR DOUBLE COMPARTMENT SINK.PROVIDE WITH JUST J-35-SSF FLAT STRAINER.

PROVIDE WITH JUST J-ADA-35-SSF ADA DRAIN WITH OFFSET TAILPIECE. INSTALLATIONTO COMPLY TO ADA REQUIREMENTS. INSULATE DRAIN AND SUPPLY PIPING WITHPRE-FORMED INSULATION KIT.

PROVIDE 3" PVC DRAIN PIPE BELOW SINK, NSF LABEL. PROVIDE T&S MODEL NO.B-3952 ROTARY WASTE VALVE WITH TWIST HANDLE AT EACH COMPARTMENT.PROVIDE ALL ACCESSORIES FOR A COMPLETE INSTALLATION.

PROVIDE 3" "P" TRAP BELOW FLOOR.

PROVIDE 3" "P" TRAP BELOW FLOOR.

WCO

3"

CLEAN-OUT TYPICAL

E-Mail: fassil@fmmeng.com336-391-8653

218 SOUTH SWING ROADGREENSBORO, NC 27409

F.M. ENGINEERING PLLC.

North Carolina State Certificate No: P-1469

INSULATE FLOOR SINKBODY AND "P" TRAP

4"

A1

4'-6"

5'-6"

5'-10" 2'-8"

8'-6"6"

9'-6"

6"

6"6"

4"BAFFLE

1'-6"TYP

24"Ø OPENING (TYP OF 2)PROVIDE CONCRETE EXTENSIONSFROM TOP OF GREASE TRAP TOFINISHED GRADE. PROVIDESTEEL MANHOLE COVERS.

8"Ø OPENING(TYP OF 3)

8"ØINLET

4'-11"WATER DEPTH

GROUT ALL AROUNDBOTH SIDES BY OTHERS

8"ØOUTLET

3'-0"

BAS

E3'-

0" T

OP

7'-0"

6'-0"

6"6"

4'-10

"

5'-8"

TYP

434"

5'-71 4"

BAFF

LE2'-

0"

SCALE:

SCALE:

PLAN VIEW

VIEW A

SCALE:

1,000 GALLON GREASE TRAP DETAIL

NOTE:A. GREASE TRAP SHALL BE PRECAST CONCRETE AS MANUFACTURED BY OLD

CASTLE PRECAST.B. FURNISH AND INSTALL GREASE TRAP.C. ALL EXCAVATION AND BACKFILL TO INSTALL GREASE TRAP BY THE PLUMBING

CONTRACTOR.

3"

2" TURN UPIN WALL

INSULATE PIPE WITH 3/4"ARMAFLEX INSULATION

RECEIVES ICE MAKERCONDENSATE DISCHARGE

3"

3"

3"

SAW CUT EXITINGFLOOR SLABTO INSTALL NEWFLOOR SINKS

PROVIDE OPENING ON FLOORSLAB TO EXTEND VENT PIPING

UP TO ABOVE FLOOR SEALOPENING AROUND PIPING

3"

TERMINATEDISHWASHERDRAIN PIPE INTOFLOOR SINK

SUPPORT WASTE PIPING FROM BOTTOMOF FLOOR JOISTS WITH CLEVIS

HANGER, CLEVIS HANGERS SPACINGSHALL BE PER THE NC PLUMBING

CODE. STRAP AND WIRE HANGERSSHALL NOT BE ALLOWED

ROUTE NEW WASTEPIPING IN HIGH BASEMENT

4" GRASE WASTE PIPE TO GREASETRAP ON SITE SEE DRAWING P1.2FOR CONTINUATION OF PIPE

3" SEE CONTINUATION OFPIPE ON DRAWING P1.2

ROUTE VENTPIPE HIGH INBASEMENT

2" VENT FROMGREASE TRAP

YARD CLEAN OUTYCO(PROVIDE 8"x8"x4" CONCRETE APRONAROUND TOP OF CLEAN-OUT)

D A T E

PROJECT NUMBER

OCTOBER 11, 2017

2017-007

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196

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PLUMBING HOT & COLD PIPING PLANSCALE : 1/4" = 1'-0"

PLUMBING WASTE & VENT FLOOR PLANSCALE : 1/4" = 1'-0"

NOTES KEYED TO HOT & COLD WATER PLAN

ROUTE NEW DOMESTIC WATER PIPING HIGH IN BASEMENT.

SEE CONTINUATION OF PIPING ON DRAWING P1.2

CORE DRILL FLOOR SLAB AND EXTEND HOT AND COLD WATER PIPING UP TO NEW PLUMBINGFIXTURES.

CONNECT HOT WATER PIPE TO DISHWASHER.

PROVIDE BACKFLOW PREVENTER TO MEET ASSE 1022.

PROVIDE ICE MAKER CONNECTION BOX ADJACENT TO UNIT.

1

2

3

4

3/4" 4

1/2"

1

1/2"

3/4"

3/4"

1/2"

3TYP.

P-1 P-3

P-2 P-2

P-2

P-2A

P-1

P-3

P-2

P-2

P-2

P-2A

NOTES KEYED TO WASTE & VENT PLAN

2" DOWN TO BELOW FLOOR. TRANSITION TO 3" IN BASEMENT.

ROUTE WASTE PIPE HIGH IN BASEMENT.

ROUTE 2" VENT IN WALL.

PROVIDE OPENING ON EXTERIOR WALL AND EXTEND NEW WASTE PIPING UNDERGROUND TOTHE EXTERIOR OF THE BUILDING. SEAL WATERTIGHT OPENING AROUND PIPING.

EXTEND VENT PIPE ABOVE CORRIDOR CEILING AND CONNECT TO EXISTING VENT PIPING INGIRL'S TOILET. ( ESTIMATE 40'-0" OF VENT PIPING )

TERMINATE WITH AIR GAP P-2A DRAIN PIPE AT FS-1 SERVING P2.

TERMINATE WITH AIR GAP P-2 DRAIN PIPE AT FS-2.

ROUTE 4" GREASE WASTE PIPE TO NEW GREASE TRAP ON SITE SEE PARTIAL SITE ON DRAWINGP1.2 FOR LOCATION OF GREASE TRAP.

SEE CONTINUATION OF PIPE ON PARTIAL SITE PLAN ON DRAWING P1.2.

EXISTING GAS METER / PRESSURE REGULATOR SHALL REMAIN IN PLACE. FIELD LOCATEUNDERGROUND PIEDMONT GAS PIPE MAIN FROM THE STREET TO THE BUILDING BEFOREEXCAVATING FOR NEW WORK.

FIELD LOCATE EXISTING VENT PIPING FROM UNDERGROUND TANKS BEFORE EXCAVATING FORNEW WORK.

2" VENT FROM GREASE TRAP. SEE CONTINUATION OF PIPE ON DRAWING P1.2.

TURN-UP VENT PIPE HIGH IN BASEMENT.

ROUTE VENT PIPE HIGH IN BASEMENT AND TURN UP IN WALL.

1

2

3

4

2"

3

2

4"FS-1

3"

2

3"

1

3

3

2"

2

FS-1

FS-2

3"

WCO

5

3"

3"

5

Project

North

Project

North

E-Mail: fassil@fmmeng.com336-391-8653

218 SOUTH SWING ROADGREENSBORO, NC 27409

F.M. ENGINEERING PLLC.

North Carolina State Certificate No: P-1469

3/4"

3/4"CW, 3/4" HW UP

1/2"

5

6

6

5

2

13/4"

6

7

FS-1

6

7

8

9

4"

4"2"

10

11

12

13

14

3"

3" 94"

14

13

4

2" 12

8

11

10

3"

G

D A T E

PROJECT NUMBER

OCTOBER 11, 2017

2017-007

Pro-

Star

t Clas

sroom

High

Poin

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tral H

igh S

choo

l80

1 Fern

dale

Boule

vard

High

Poin

t, Nor

th Ca

rolin

a 272

62

for310 E

ast S

ycam

ore S

treet, S

uite A

Greensboro, N

C 27401

o: 3

36

.2

73

.0

08

3

f: 3

36

.5

74

.1

91

6

ww

w.e

sp

aa

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ite

cts.co

m

inspire create transform

P1.1SEAL042653

N O R T H C A R O L I N A

P R

O F E S S I O N A L

E N G I N E E RF A S S I L M . M I T I

UK

211-30-2017 CITY OF HIGH POINTREVIEW COMMENTS REVISIONSAND ADDENDUM #2

2

2

PARTIAL BASEMENT PLUMBING FLOOR PLANSCALE : 1/8" = 1'-0"

Project

North

E-Mail: fassil@fmmeng.com336-391-8653

218 SOUTH SWING ROADGREENSBORO, NC 27409

F.M. ENGINEERING PLLC.

North Carolina State Certificate No: P-1469

NOTES KEYED TO BASEMENT PLUMBING FLOOR PLAN

CONNECT NEW 3/4" HOT WATER PIPE TO EXITING HOT WATER PIPE. FIELD LOCATE CONNECTION POINT.

CONNECT NEW 3/4" COLD WATER PIPE TO EXISTING COLD WATER PIPE. FIELD LOCATE EXACT CONNECTION POINT.

ROUTE NEW WATER PIPING AS HIGH AS POSSIBLE IN BASEMENT.

3/4" CW AND 3/4" HW SERVING NEW KITCHENS. SEE DRAWING P1.1 FOR CONTINUATION OF PIPING.

NEW WASTE & VENT PIPING TO GREASE TRAP. SEE PARTIAL PLUMBING SITE PLAN BELOW FOR CONTINUATION OF PIPING.

TURN UP VENT PIPE HIGH IN CRAWL SPACE.

EXTEND VENT PIPE UP TO KITCHEN AREA.

TURN DOWN PIPING TO EXTEND TO BELOW GRADE TO THE EXTERIOR OF THE BUILDING.

3" WASTE TO NEW WASTE PIPING ON SITE. SEE PARTIAL PLUMBING SITE PLAN BELOW FOR CONTINUATION OF PIPING.

2" VENT TO GREASE TRAP. SEE PARTIAL PLUMBING SITE PLAN BELOW FOR CONTINUATION OF PIPING.

SEE DRAWING P1.1 FOR CONTINUATION OF NEW WASTE PIPING.

1

2

3

4

3/4"

2

4

1

3

Oil Tank approximate

location

Ferndale Boulevard

Approximate location

of existing sanitary line

12 Students

1 Teacher

13 Total

14 Students

1 Teacher

15 Total

Tower 3

Tower 4

25 Students

1 Teacher

26 Total

27 Students

1 Teacher

28 Total

12 Students

1 Teacher

13 Total

25 Students

1 Teacher

26 Total

25 Students

1 Teacher

26 Total

2'-8"

2'-8"

1'-0 1/2"

PARTIAL PLUMBING SITE PLANSCALE : 1/64" = 1'-0"

Project

North

5

6

7

8

911

8

6

7 9

10

11

5 10

NOTES KEYED TO PARTIAL PLUMBING SITE PLAN

NEW 1,000 GALLON CONCRETE GREASE TRAP. EXCAVATE AND INSTALL GREASE TRAP. FIELD COORDINATE WITH EXISTINGCONDITIONS EXACT LOCATION. SEE GREASE TRAP DETAIL ON DRAWING P1.0.

2" VENT ROUTE PIPE IN SAME TRENCH WITH WASTE PIPING.

SEE DRAWING P1.1 AND PARTIAL BASEMENT PLUMBING FLOOR PLAN ABOVE FOR CONTINUATION OF PIPING.

SAW CUT EXISTING ASPHALT DRIVEWAY TO ROUTE NEW PIPING. (MINIMUM BURIAL DEPTH 24"). REPAIR ASPHALT DRIVEWAYAFTER ROUTING PIPING. NEW FINISHES TO MATCH EXISTING FINISHES.

PROVIDE NEW 4" PVC SCHEDULE 40 SANITARY WASTE PIPE (ALL TRENCHING AND BACKFILL BY THE PLUMBING CONTRACTOR).

PROVIDE 14 GAUGE METAL TAPE THE LENGTH OF NEW UNDERGROUND PVC PIPE. ROUTE METAL TAPE 12" BELOW GRADEDIRECTLY ABOVE THE PVC PIPE.

FIELD LOCATE EXISTING SANITARY WASTE PIPE AND CONNECT NEW PVC PIPE TO EXISTING PIPE.

MECHANICALLY CLEAN-OUT EXISTING WASTE PIPE FROM STREET CURVE TO SANITARY SEWER MANHOLE. VIDEO EXISTINGPIPE FOR OWNER'S USE.

1

2

3

4

5

6

7

8

SANITARY SEWERMANHOLE COVER

8YCO

74"5

6YCO

54"3"

YCO

12

6

3

4

YCO

2'-8" 2'-8"

1'-0 1

/2"

2'-8"

2'-8"

2'-2"

1'-0 1/2" 2'-8" 2'-8"

1'-0 1

/2"

2'-8"

2'-8"

25 Students

1 Teacher

26 Total

25 Students

1 Teacher

26 Total

20 Students

1 Teacher

21 Total

36 Students

1 Teacher

37 Total

12 Students

1 Teacher

13 Total

27 Students

1 Teacher

28 Total

22 Students

1 Teacher

23 Total

21 Students

1 Teacher

22 Total

20 Students

1 Teacher

21 Total

Stair

C107

Ramp

C107.1

Data

C111

Kitchen

C118

Serving Line

C124

Men

C109

Women

C110

Janitor

C119

Office

C123

Dry Storage

C120

Cooler

C116

Coffee Bar

C112

Mechanical /

Elect.

C115

Toilet

C122

Lockers

C121

Stor.

C113

Freezer

C117

Sprinkler

C114

Can Wash

C

C

C

C

C

D

PC -2

D

PC -3

E

EE B B

B

B

B

B

B

B

B

B

B

Vestibule

C125.1

C

Lobby

C108

E

B

A

C

B

A

C

A

B C

D

D

Data

C111

Kitchen

C118

Serving Line

C124

Men

C109

Women

C110

Janitor

C119

Office

C123

Dry Storage

C120

Cooler

C116

Coffee Bar

C112

Mechanical /

Elect.

C115

Toilet

C122

Lockers

C121

Stor.

C113

Freezer

C117

Sprinkler

C114

Can Wash

C

C

C

C

C

D

PC -2

D

PC -3

E

EE B B

B

B

B

B

B

B

B

B

B

Vestibule

C125.1

C

Lobby

C108

E

B

A

C

B

A

C

A

B C

D

D

25 Students

1 Teacher

26 Total

Tower 4

Tower 3

Tower 2Tower 1

1

"

1

"

4

'-8

"

6

'-1

1

/4

"

5

'-4

"

5

'-3

"

1

'-9

1

/4

"

5

'-3

"

7

5

/8

"

1

6

'-

1

1

/4

"

2

'-

9

"

3

T

re

a

d

s

@

1

1

"

C

le

a

r

8

'-

9

1

/8

"

1

0

'-

1

"

1

1

T

re

a

d

s

@

1

1

"

C

le

a

r

6

'-

4

1

/8

"

7

5

/8

"

5

'-1

"

6

'-4

"

Tower

5

14 Students

1 Teacher

15 Total

12 Students

1 Teacher

13 Total

Storage

M111

Computer Lab

M120

Work Room

M123

Professional

M122

Office

M124

Electrical

M113

Sprinkler Rm

M112

Sound

M117

Video

M118

Data/IT

M114

Entry

M102

Men

M103

Women

M104

Porch

M101

Jan.

M105

Staff

Toilet

M126

Teaching

M115

Corridor

M121

S-Labs

9-15

Collaboration

M110B

Reading

M110A

Lower Stacks

M119

S-Lab

1

S-Lab

2

S-Lab

3

S-Lab

4

Audio Storage

M127

Collaboration

M116

Teaching

M109

Entry Stacks

M106A

Media Desk

M128

Reference

M106B

Collaboration

M108

Approximate location

of existing sanitary line

Ferndale Boulevard

Oil Tank approximate

location

PARTIAL SITE PLANSCALE : NTS

WORK AREA

D A T E

PROJECT NUMBER

OCTOBER 11, 2017

2017-007

Pro-

Star

t Clas

sroom

High

Poin

t Cen

tral H

igh S

choo

l80

1 Fern

dale

Boule

vard

High

Poin

t, Nor

th Ca

rolin

a 272

62

for310 E

ast S

ycam

ore S

treet, S

uite A

Greensboro, N

C 27401

o: 3

36

.2

73

.0

08

3

f: 3

36

.5

74

.1

91

6

ww

w.e

sp

aa

rch

ite

cts.co

m

inspire create transform

P1.2SEAL042653

N O R T H C A R O L I N A

P R

O F E S S I O N A L

E N G I N E E RF A S S I L M . M I T I

UK

211-30-2017 CITY OF HIGH POINTREVIEW COMMENTS REVISIONSAND ADDENDUM #2

2

2

2 2

196

STAIR

196

STAIR

ELECTRICAL LIGHTING PLANSCALE : 1/4" = 1'-0"

ELECTRICAL POWER PLANSCALE : 1/4" = 1'-0"

NEW PANEL "PK"

PK-8,10

J J

PK-4,6

PK-17

PK-11,13

PK-38,40PK-39,41NEW PANEL "PK"

PK-7,9PK-3,5

PK-2

NOTES KEYED TO LIGHTING PLAN

TYPE "A1" AND "B1" LIGHT FIXTURE ARE EMERGENCY / EGRESS LIGHT FIXTURES EQUIPPEDWITH BATTERY PACK AND SHALL REMAIN UNSWITCHED. PROVIDE UNSWITCHED HOT ANDNEUTRAL CONDUCTORS TO BY-PASS SWITCHES.

1

NOTES KEYED TO POWER PLAN

INSTALL OUTLET 3" ABOVE COUNTER TOP.

RANGE / OVEN OUTLET, 50A, 125/250 VOLT NEMA 14-50R. ROUTE 3/4"C-3#8 & 1#10 EGC. TOPANEL "PK" FROM EACH OUTLET.

DISHWASHER OUTLET.

3/4"C-2#12 & 1#12 EGC, CONNECT TO HOOD EXHAUST FAN/LIGHT.

PROVIDE SINGLE POLE SWITCH IN NEMA1 ENCLOSURE ADJACENT TO MOTOR.

EXISTING DATA SYSTEM TERMINAL BOX TO REMAIN.

PROVIDE 1" EMT CONDUIT FROM DATA OUTLET TO DATA TERMINAL BOX FOR OWNER'S USE TOROUTE DATA CONDUCTORS.

POWER OUTLET AND DATA OUTLET TO SERVE SMART BOARD.

PROVIDE FIRE ALARM SYSTEM HEAT DETECTOR AS MANUFACTURED BY SIMPLEX. CONNECTNEW HEAT DETECTORS TO EXISTING SIMPLEX FIRE ALARM SYSTEM. REPROGRAM EXISTINGFIRE ALARM SYSTEM CONTROL PANEL TO INCLUDED NEW HEAT DETECTORS AND RECERTIFYTHE FIRE ALARM SYSTEM.

ROUTE NEW FIRE ALARM SYSTEM CONDUCTORS IN 3/4" EMT CONDUIT. NEW WIRING SHALL BEPER SIMPLEX RECOMMENDATIONS.

1

2

3

4

PK-12

ALL NEW OUTLETS IN BOTHKITCHENS SHALL BE TAMPER

PROOF, GFIC PROTECTED

1 1

11

1

3

114 4 11

2 2

Project

North

Project

North

E-Mail: fassil@fmmeng.com336-391-8653

218 SOUTH SWING ROADGREENSBORO, NC 27409

F.M. ENGINEERING PLLC.

North Carolina State Certificate No: P-1469

5

J

J

J J

J

J

A1 A

A A

A A

PK-1

PK-19 +84"

B1

B

B

B

B B

B

B

B

B

1

1

6

7

8

6

7

8

9

10

H

10

95

TYP.H

D A T E

PROJECT NUMBER

OCTOBER 11, 2017

2017-007

Pro-

Star

t Clas

sroom

High

Poin

t Cen

tral H

igh S

choo

l80

1 Fern

dale

Boule

vard

High

Poin

t, Nor

th Ca

rolin

a 272

62

for310 E

ast S

ycam

ore S

treet, S

uite A

Greensboro, N

C 27401

o: 3

36

.2

73

.0

08

3

f: 3

36

.5

74

.1

91

6

ww

w.e

sp

aa

rch

ite

cts.co

m

inspire create transform

E1.1SEAL042653

N O R T H C A R O L I N A

P R

O F E S S I O N A L

E N G I N E E RF A S S I L M . M I T I

UK

211-30-2017 CITY OF HIGH POINTREVIEW COMMENTS REVISIONSAND ADDENDUM #2

2

2