addendum no. 1 to contract documents for: 10-3-2018...proposal, provided it is in the best interest...

Addendum No. 1

GROUP 2 BOND PROJECTS for SCHOOL OF THE OSAGE

ADDENDUM NO. 1

TO CONTRACT DOCUMENTS FOR:

GROUP 2 BOND PROJECTS

SCHOOL OF THE OSAGE

OSAGE BEACH, MISSOURI

ARCHITECTS:

SAPP DESIGN ASSOCIATES ARCHITECTS, P.C.

3750 South Fremont Avenue

Springfield, Missouri 65804

October 3, 2018

Bidders are hereby informed that the construction plans and/or specifications are modified as follows:

The following changes, corrections, additions, information and clarification of the Contract Documents are hereby

made a part of the Contract Documents. Acknowledgement of receipt of this Addendum is required as part of this

Contract.

THIS SEAL IS FOR ARCHITECTURAL DISCIPLINES ONLY

ARCHITECT OF RECORD

Sapp Design Associates Architects, P.C.

3750 S. Fremont Ave., Springfield, MO 65804

417-877-9600

Missouri State Certificate of Authority # 000607

Michael J. Sapp, Architect

MO # A-5051

SEAL

10-3-2018

Addendum No. 1


PRODUCT SUBSTITUTIONS and ADDITIONAL MANUFACTURERS:

The following list must be referenced to the appropriate Specification Section, and the manufacturer's name

added to the acceptable manufacturers in each Section. Note: Naming of a manufacturer does not necessarily

certify or warrant that a specific product automatically complies with the contract. The same limitations that

apply to the naming of acceptable manufacturers in the specifications apply to those listed below. The

Contractor must ensure that all products comply with the plans and specification requirements.

(All substitutes must provide work and products to match approved specifications)

1. Section 084113 ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

• Tubelite Inc.

2. Section 105113 – METAL LOCKERS

• ASI Storage Solutions.

CHANGES TO CONSTRUCTION MANAGER'S MANUAL:

1. See attached revised 003.01 Instructions to Bidders.

2. See attached revised 004.01 Form of Proposal.

3. See attached revised 008.01 Project Schedule.

4. See attached preliminary Schedule 008.02 New Tech Shop, Locker Rooms, and Kitchen Infill 7a-B-C-D

5. See attached preliminary Schedule 008.03 Business Labs Renovations 11 A Room 109

6. See attached preliminary Schedule 008.04 Business Labs Renovations 11 A Rooms 204-205 (DRAMA)

7. See attached preliminary Schedule 008.05 Nurse Station Renovation

8. See attached preliminary Schedule 008.06 Locker room renovations 11D

9. See attached preliminary Schedule 008.07 Auditorium Renovation 10

10. See attached preliminary Schedule 008.08 Band Space Renovation 8

11. See attached preliminary Schedule 008.09 Kitchen Renovation

12. See attached preliminary Schedule 008.10 Choir Space Renovations 10 D

13. See attached 009.02 Bid Packages Index

14. See attached revised 009.02.01 Demolition

15. See attached revised 009.03.01 Concrete

16. See attached revised 009.04.01 Masonry (Supply and Install)

17. See attached revised 009.05.01 Structural-Misc Steel Supply-Install

18. See attached revised 009.07.04 Roofing, Flashing and Sheet Metal

19. See attached revised 009.09.03 Tile and Commercial Flooring

20. See attached revised 009.10.01 Building Specialties (S&I)

21. See attached revised 009.10.08 Lockers (Supply and Install)

22. See attached revised 009.12.02 Audience Seating

23. See attached revised 009.22.01 Plumbing

24. See attached revised 009.23.01 HVAC.

25. See attached revised 009.26.02 Electrical

26. See attached revised 009.28.02 Electronic Safety and Security

CHANGES TO SPECIFICATIONS:

1. Section 042000, UNIT MASONRY

a. REVISE Sub-paragraph 2.3.A.2. as follows: Provide bullnose units for outside corners and opening jambs

unless otherwise indicated.

Addendum No. 1


2. Section 074213.13, FORMED METAL WALL PANELS

a. REVISE Sub-paragraph 2.2.B. as follows: Concealed Fastener Vertical Metal Wall Panels – Type 1.

b. REVISE Sub-paragraph 2.2.B.4 as follows: Panel Height: 1 1/2 inches.

b. ADD Sub-paragraph 2.2.C as follows:

C. Concealed-Fastener Vertical Metal Wall Panels - Type 2

1. Basis-of-Design Product: Subject to compliance with requirements, provide Firestone Flush Panel

UC-500 or comparable product by one of the following:

a. AEP Span; A BlueScope Steel Company.

b. Berridge Manufacturing Company.

c. CENTRIA Architectural Systems.

d. Dimensional Metals, Inc.

e. Fabral.

f. MBCI; a division of NCI Group, Inc.

g. Petersen Aluminum Corporation.

2. Metallic-Coated Steel Sheet: Zinc-coated (galvanized) steel sheet complying with ASTM A 653/A

653M, G90 coating designation, or aluminum-zinc alloy-coated steel sheet complying with ASTM A

792/A 792M, Class AZ50 coating designation; structural quality. Prepainted by the coil-coating

process to comply with ASTM A 755/A 755M.

a. Nominal Thickness: 24 guage .

b. Exterior Finish: Two-coat fluoropolymer.

c. Color: Color to be selected by Architect from Manufacturers standard range.

d. Panel Coverage: 12 inches.

e. Panel Depth: 1 inch.

3. Section 093013, CERAMIC TILING

a. ADD Sub-paragraph 1.2.A 4. Quarry Tile.

b. ADD Sub-paragraph 1.2.A.5. Trowelable Self-Leveling Underlayment and Patching Compound

4. Section 098433, SOUND ABSORBING WALL UNITS

a. OMIT Paragraph 2.1 in its entirety.

b. OMIT Paragraph 2.2 in its entirety

c. OMIT Paragraph 2.3 in its entirety.

d. ADD Paragraph 2.1 back in as follows:

2.1 Geometric Diffuser Sound-Diffusing Panel

A. Constructed from 0.125 inch (3.2 mm) thermo-molded copolymer.

B. Sizes and shapes as indicated on the drawings and as follows:

1. 4 feet x 4 feet x 9.75 inches (1220 x 1220 x 248 mm) radius.

2. 4 feet (actual) x 6 feet (actual) x 9.75 inches (1220 x 1830 x 248 mm) radius.

C. Edge Detail: Rounded pencil edge thermo-molded frame formed on a geometric radius

shaped unit.

D. Finish: Fabric facing: Manufacturer’s standard 100% polyester woven fabric, FR701 Style

2100 by Guilford of Maine.

E. Color: As selected by Architect from manufacturer’s full range of colors.

F. Sound Absorption (ASTM C423): Noise Reduction Coefficient shall be no greater than 0.10

for Type A Mounting (direct mount).

G. Mounting: Wall mount with top of panel angle and Z-clip.

5. Section 126100, FIXED AUDIENCE SEATING (ARM REST AND END PANEL REPLACEMENT ONLY)

Addendum No. 1


a. REVISE Sub-paragraph 3.3.C. and sub-sub paragraph 3.3.C.1 as follows:

C. Row Letter Number Plates.

1. Material: Brass with black embossed characters.

CHANGES TO DRAWINGS: SOTO HS ADDITIONS AND RENOVATIONS

1. Sheet G200, FIRE AREA / CODE PLAN

a. See updated Sheet G200 attached this Addendum.

2. Sheet D102, AREA 11D LOCKER ROOM DEMOLITION PLAN

a. See updated Sheet D102 attached this Addendum.

3. Sheet A104, AREA 11A, 11B AND 11C/7D FLOOR PLANS

a. See updated Sheet A104 attached this Addendum.

4. Sheet A109, ROOF PLANS

a. See updated Sheet A109 attached this Addendum for SCUPPER AND CONDUCTOR HEAD DETAIL 3/A109.

5. Sheet A400, DOOR SCHEDULE


6. Sheet A605, AREA 11D LOCKER ROOM REFLECTED CEILING PLAN


7. Sheet A801 AND A802 FINISH FLOOR PLANS

a. See updated Sheets A801 and A802 attached this Addendum for added note for floor tile pattern in

Corridor 800 and Ensemble Room 402.

MECHANICAL, ELECTRICAL, PLUMBING

SEE ATTACHED DOCUMENTS FROM INTERPRES BUILDING SOLUTIONS, WHICH IS HEREBY MADE A PART OF THIS

ADDENDUM.

STRUCTURAL

SEE ATTACHED DOCUMENTS FROM J&M ENGINEERING, WHICH IS HEREBY MADE A PART OF THIS ADDENDUM.

END OF ADDENDUM 01

003.01 Instructions to Bidders

Page 1 of 3 Instructions to Bidders 003.01 Rev 2 – February 2017

The following instructions apply to all proposals.

1. Proposals from qualified Subcontractors and Suppliers (hereafter called “Bidders”) will

be received at the time and place specified in Section 002.01 Invitation to Bid. Proposals

must be delivered in a sealed envelope.

2. Bidders submitting a proposal for one or more Bid Packages must include the following

information separately for each proposal submitted.

a. Fully executed Form of Proposal

b. Please provide performance and payment bond rate as indicated on the proposal

form.

3. Proposals submitted in a sealed envelope must include the following information on the

front of the envelope.

NABHOLZ CONSTRUCTION CORPORATION

1707 E 123rd Terrace

Olathe, KS 66061

Bid Proposal For: School of the Osage High School Additions

and Renovations

Bid Package .

4. Bidders must fulfill prequalification requirements in accordance with CM’s trade

contractor procurement policy prior to the award of any Bid Package contract.

Prequalification Questionnaires and applicable supporting documents are required

annually, and are available at https://www.nabholz.com/trade-contractors/ or by

contacting the Construction Manager’s (“CM’s”) office at 913.393.6500.

5. Modification to Bid Packages may be cause for rejection of proposal.

6. Bidders warrant they have visited the Project site prior to submission of proposals or

have attended the pre-bid meeting(s) for the purpose of understanding and accepting all

conditions in and around the Project site.

7. Bidders warrant that proposals are submitted in accordance with the requirements of CM

Manual and Contract Documents. Bidders also warrant that proposals are submitted in

accordance with the specification sections and drawings relating to the scope of the Bid

Package.

https://www.nabholz.com/trade-contractors/









8. Bidders must submit questions in writing to the CM no later than seven (7) days prior to

the Bid Date. Use the Request for Information (“RFI”) form found in Section 006.04.

Responses to Bidders’ RFI(s) will be distributed in the form of an Addendum to all

Bidders. Addenda may be issued during the bidding period. Bidders must acknowledge

all Addenda on the Form of Proposal. Addenda become part of the Contract

Documents.

9. Bidders must, immediately notify CM in writing of errors, omissions, discrepancies, or

noncompliance with applicable codes and regulations within the Contract Documents or

any work which will not fit or properly function if installed as indicated in the drawings

and specifications. This requirement in no way relieves Architect of design or

professional service responsibilities.

10. Bidders must comply with all federal, state, local laws, and the rules and regulations of

all authorities having jurisdiction over construction of the Project. Statutes shall apply to

the Subcontract or Purchase Order (“PO”) throughout. Statutes will be deemed to be

included in the Subcontract or PO, the same as though herein written out in full.

11. Subcontracts and PO will be awarded on the basis of the lowest responsible qualified

proposal, provided it is in the best interest of the Owner and/or CM. The Owner and/or

CM reserves the right to reject any and all proposals and to waive any informality in the

proposals.

12. To determine the lowest responsible qualified proposal, the CM will evaluate proposals

based on the following considerations:

a. Total amount of Bidders’ proposal, including Base Bid and Alternate Bids;

b. Acknowledgement of issued Addenda;

c. Bidders’ bonding rate and capacity;

d. Sufficiency of Bidders’ financial resources;

e. Evaluation of Bidders’ labor rates;

f. Bidders’ ability to perform in accordance with the Contract Documents;

g. Bidders’ ability to perform without delay or interference to other trades or scopes

of work;

h. Bidders’ history of performance on previous projects with CM or Owner;

i. Responsibility and reputation of Bidders;



j. Evaluation of Bidders’ safety record;

k. Bidders’ history of compliance with applicable laws, codes, and regulations;

l. Quality and availability of Bidders’ personnel and resources; and

m. Amount and nature of Bidders’ current or pending litigation.

13. Bidders’ bonding capacity and rate will be evaluated by CM and Owner. The cost of

providing Bidders’ Performance and Payment Bonds may be added to Base Bid to assist

in evaluating the lowest responsible qualified proposal. Bidders will be required to use

the ConsensusDocs 706 and 707 for bonds, as provided in Section 006 of this CM

Manual.

14. CM may perform an investigation of Bidders’ financial condition. Bidders agree to assist

in any such investigation, which may include a request for Bidders’ most recent audited

or reviewed financial statements, a review of Bidders’ “Business Information Report” as

prepared by Dun & Bradstreet, Inc., or discussions with Bidders’ surety and banking

agents.

15. Bidders are required to provide a price for each specified Alternate, Unit Price, or Price

Breakout that affects Bidder’s Bid Package.

16. Bidders are required to provide unit prices for all labor classifications that apply to

Bidder’s Bid Package. Labor unit prices will be used to calculate labor for all change

order requests.

17. Construction Manager will use the Master Contract, which includes specific insurance

requirements, Amendment to Contract, and Project Contract. These documents are

bound in Section 006 of this Manual. In addition, contract documents will include the

following attachments.

a. Exhibit A – Bid Package Description

004.01 Form of Proposal

Page 1 of 4 Form of Proposal 004.01

Rev 2 – February 2017

Project SCHOOL OF THE OSAGE PHASE II HIGH SCHOOL ADDITIONS AND RENOVATIONS

Date of Bid ___________________________________________________________________ Submitted by (“Bidder”) _________________________________________________________

Company Representative _______________________________________________________

Company Representative Cell Phone ______________________________________________

Company Representative Email Address ___________________________________________

Address _____________________________________________________________________

Proposal to Nabholz Construction 1707 E 123rd Terrace Olathe, KS 66061 Fax 913.393.6500

Scope of Work Bid Package Number _______________ Bid Package Description ________________________________________________________

Addenda Bidder acknowledges receipt of the following addenda. Addendum # _____ dated _______________ Addendum # _____ dated _______________ Addendum # _____ dated _______________ Addendum # _____ dated _______________




Base Bid

Bidder submitting this proposal agrees to furnish labor, materials, equipment, and supervision

required to complete the Scope of Work in accordance with all requirements of the

specifications, drawings, Construction Manager’s Manual, and all applicable governing codes

and regulations.

Bidder agrees to complete the Scope of Work for a lump sum of:

High School Additions and Renovations $__________________________________ ALTERNATES

______________________________________________ Add/Deduct $ _____________ ______________________________________________ Add/Deduct $ _____________

______________________________________________ Add/Deduct $ _____________

VOLUNTARY ALTERNATES

______________________________________________ Add/Deduct $ _____________ ______________________________________________ Add/Deduct $ _____________

______________________________________________ Add/Deduct $ _____________

UNIT PRICES _____________________________________________ _____________________________________________ _____________________________________________ HOURLY RATE FOR REGULAR LABOR HOURLY RATE FOR PREMIUM LABOR *INCLUDE ALL OVERHEAD, PROFIT AND BURDEN IN HOURLY RATES




Bonding

Bidder can provide a Performance and Payment Bond and can meet the requirements set forth

in the Project Contract located in Section 006.02 Project Contract – Article V (circle one)

Yes / No

If the Bidder can provide a Bond, indicate the percentage rate for the bond cost. ____________

Name and phone number of Surety Agent.

Name __________________________________________________Phone________________

WORK IN PROGRESS & PROJECT SPECIFIC QUALIFICATIONS

Bidder shall submit with their proposal a Work in Progress (WIP) Report that lists the ten (10)

largest projects currently being constructed. Moreover, final evaluation of Bidder’s proposal

shall be conditional on review of WIP Report, and Bidder’s experience with similar scope and

projects.

COMPLETION TIME

All Work shall be completed within the schedules prepared by and agreed to by Nabholz.

Bidder shall provide adequate manpower and submit documentation for approval necessary to

work within the timeframe scheduled. Estimated time period for construction is January 2018 –

August 2018.

SIGNATURE

Bidder agrees that this proposal remains valid for a period of 60 days. Bidder understands that

Nabholz and the Owner reserve the right to reject any or all bids. Bidder acknowledges

Nabholz minimum insurance requirements and understands that the Master Contract shall be

the basis of any contract offered by Nabholz Construction to Bidder. Proposed modifications of

Master Contract language must be submitted with bid. Attach additional sheets if necessary.

Upon receipt of notice of acceptance of bid, Bidder agrees to execute and return the contract

and required insurance certificates within two weeks of notification.




By _____________________________________________ Title ______________________

Printed name of individual signing this proposal ______________________________________

Contact phone number _________________________________________________________

Email Address ________________________________________________________________

Date _______________________________________________________________________

008.01 Project Schedule

1. Per the Sub-Contractor’s Master Contract with the Construction Manager - Article III, Item 3 (see section 006.01 of this manual), Construction Manager will develop the project schedule with the sub-contractor’s input. Sub-contractor has input in the schedule, but, shall plan accordingly as part of their bid to meet the established project milestones. All activities related to Bidder’s Scope of Work shall be completed within the schedules prepared by and agreed to by Construction Manager as outlined below. All Subcontractors and Suppliers shall procure materials and provide the manpower necessary to meet the Project Construction Schedule. Project milestones are as follows:

Task Name Duration Start Finish

Construction Phase 2 SOTO 215 days Mon 10/22/18

Fri 8/16/19

New Tech Shop, Locker Rooms, and Kitchen Infill 7A,B,C,D.

138 days Mon 10/22/18 Wed 5/1/19

Business Labs Renovations 11 A Room 109

22 days Mon 10/22/18 Tue 11/20/18

Business Labs Renovations 11 A Rooms 204/205 (DRAMA)

34 days Tue 11/20/18 Fri 1/4/19

Nurse Station Renovation 56 days Mon 10/22/18 Mon 1/7/19

Locker room renovations 11 D 90 days Mon 4/15/19 Fri 8/16/19

Auditorium Renovation 10 90 days Mon 4/15/19 Fri 8/16/19

8 Band Space Renovation 78 days Wed 5/1/19 Fri 8/16/19

Kitchen Renovation 62 days Thu 5/23/19 Fri 8/16/19

Choir Space Renovations 10 D 62 days Thu 5/23/19 Fri 8/16/19


New Tech Shop, Locker Rooms, and Kitchen Infill 7A,B,C,D.

138 days Mon 10/22/18 Wed 5/1/19

Demo Concrete, No utilities 3 days Mon 10/22/18 Wed 10/24/18

Build pad 10 days Wed 10/24/18 Tue 11/6/18

Footers and grade beams 15 days Tue 11/6/18 Mon 11/26/18

Install New underground utilities 15 days Mon 11/26/18 Fri 12/14/18

tie in to existing (Christmas Break) 11 days Fri 12/21/18 Fri 1/4/19

Demo existing underground 8 days Wed 12/26/18 Fri 1/4/19

Pour Pad 5 days Mon 1/7/19 Fri 1/11/19

CMU Exterior 20 days Mon 1/14/19 Fri 2/8/19

Structural Steel 10 days Fri 2/8/19 Thu 2/21/19

Roof curbs / Penetrations 5 days Thu 2/21/19 Wed 2/27/19

Roofing 10 days Wed 2/27/19 Tue 3/12/19

Interior CMU 20 days Mon 2/11/19 Fri 3/8/19

MEP rough in 20 days Mon 2/11/19 Fri 3/8/19

Paint 15 days Mon 3/11/19 Fri 3/29/19

Interior finishes 15 days Mon 4/1/19 Fri 4/19/19

Final clean / Punch 9 days Fri 4/19/19 Wed 5/1/19


Business Labs Renovations 11 A Room 109

22 days Mon 10/22/18 Tue 11/20/18

Demo 5 days Mon 10/22/18 Fri 10/26/18

Flooring patch / repair / match existing 5 days Mon 10/29/18 Fri 11/2/18

Re work / install new Electrical power and data 3 days Fri 11/2/18 Tue 11/6/18

Paint 2 days Wed 11/7/18 Thu 11/8/18

Interior Finishes 1 day Fri 11/9/18 Fri 11/9/18

Clean / Punch 7 days Mon 11/12/18 Tue 11/20/18


Business Labs Renovations 11 A Rooms 204/205 (DRAMA)

34 days Tue 11/20/18 Fri 1/4/19

Demo CMU 1 day Tue 11/20/18 Tue 11/20/18

Demo Electrical 2 days Tue 11/20/18 Wed 11/21/18

New CMU Lintel 3 days Wed 11/21/18 Fri 11/23/18

Plumbing install 20 days Mon 11/26/18 Fri 12/21/18

Patch / Repair floor / Match existing 20 days Mon 11/26/18 Fri 12/21/18

Install new door frame 1 day Wed 12/26/18 Wed 12/26/18

Paint 2 days Thu 12/27/18 Fri 12/28/18

Clean / Punch 3 days Wed 1/2/19 Fri 1/4/19


Nurse Station Renovation 56 days Mon 10/22/18 Mon 1/7/19

Demo 2 days Mon 10/22/18 Tue 10/23/18

Move Electrical Panel / HVAC Controls 2 days Mon 10/22/18 Tue 10/23/18

Locate and demo CMU opening / install Lintel 3 days Wed 10/24/18 Fri 10/26/18

Metal stud framing 2 days Thu 10/25/18 Fri 10/26/18

Plumbing rough 10 days Mon 10/29/18 Fri 11/9/18

Floor patch / repair 2 days Mon 11/12/18 Tue 11/13/18

Mechanical Rough in 2 days Tue 11/13/18 Wed 11/14/18

Interior Finishes 23 days Wed 11/14/18 Fri 12/14/18

Paint 2 days Mon 12/17/18 Tue 12/18/18

Clean / Punch 13 days Wed 12/19/18 Fri 1/4/19


Locker room renovations 11 D 90 days Mon 4/15/19 Fri 8/16/19

Demo Doors and Specialties 3 days Mon 4/15/19 Wed 4/17/19

CMU demo 5 days Thu 4/18/19 Wed 4/24/19

MEP demo 10 days Thu 4/25/19 Wed 5/8/19

Build CMU walls and Lintels 15 days Thu 5/9/19 Wed 5/29/19

Plumbing rough in 10 days Thu 5/30/19 Wed 6/12/19

Floor patch / repair / match existing 5 days Thu 6/13/19 Wed 6/19/19

Mechanical Install 20 days Thu 6/20/19 Wed 7/17/19

Electrical Power / Data install 20 days Thu 6/20/19 Wed 7/17/19

Lighting install 10 days Wed 7/17/19 Tue 7/30/19

Paint 5 days Tue 7/30/19 Mon 8/5/19

Final Clean / Punch 9 days Tue 8/6/19 Fri 8/16/19


Auditorium Renovation 10 90 days Mon 4/15/19 Fri 8/16/19

Electrical Demo 10 days Mon 4/15/19 Fri 4/26/19

Stage walls / Control booth ceiling demo 3 days Mon 4/15/19 Wed 4/17/19

Auditorium carpet/seating demo/floor patch-repair 3 days Mon 4/15/19 Wed 4/17/19

Auditorium wall framing / tape / finish 15 days Thu 4/18/19 Wed 5/8/19

New electrical install 15 days Thu 4/25/19 Wed 5/15/19

Auditorium paint 2 days Wed 5/8/19 Thu 5/9/19

Veneer plywood panels (Auditorium) 20 days Fri 5/10/19 Thu 6/6/19

CMU demo Control Booth/cut in new door openings

7 days Thu 5/23/19 Fri 5/31/19

CMU walls / Lintel install 5 days Thu 5/30/19 Wed 6/5/19

Demo existing soffit 2 days Fri 5/24/19 Mon 5/27/19

Frame new Auditorium entrance / Control booth 5 days Thu 6/6/19 Wed 6/12/19

Electrical / Data in Control Booth / Entrance 5 days Wed 6/12/19 Tue 6/18/19

Drywall hang, tape, finish Control Boot /Entrance 10 days Mon 6/18/18 Fri 6/29/18

Paint 5 days Mon 7/1/19 Fri 7/5/19

Flooring in all area 10 5 days Mon 7/8/19 Fri 7/12/19

Veneer plywood panels (Auditorium entrance) 10 days Mon 7/8/19 Fri 7/19/19

Clean / Punch 10 days Mon 7/22/19 Fri 8/2/19


8 Band Space Renovation 78 days Wed 5/1/19 Fri 8/16/19

Demo CMU / cut new CMU openings 10 days Wed 5/1/19 Tue 5/14/19

Lintels and CMU infills / walls 10 days Tue 5/14/19 Mon 5/27/19

MEP demo 15 days Mon 5/6/19 Fri 5/24/19

Structural Steel framing / reinforcement for 3 RTU's 3 days Mon 5/13/19 Wed 5/15/19

Roof curbs/ roof patch 3 days Thu 5/16/19 Mon 5/20/19

Plumbing rough in 5 days Mon 5/20/19 Fri 5/24/19

Metal stud framing 5 days Mon 5/27/19 Fri 5/31/19

Electrical rough 20 days Mon 6/3/19 Fri 6/28/19

Mechanical rough 20 days Mon 6/3/19 Fri 6/28/19

Drywall tape /hang/finish 15 days Wed 6/26/19 Tue 7/16/19

Interior finishes 20 days Wed 7/10/19 Tue 8/6/19

MEP detailing 5 days Thu 8/1/19 Wed 8/7/19

Ceiling grid 5 days Mon 7/15/19 Fri 7/19/19

Lighting install 10 days Tue 7/16/19 Mon 7/29/19

Flooring 10 days Tue 7/23/19 Mon 8/5/19

Ceiling tile / sound diffusers 5 days Mon 8/5/19 Fri 8/9/19

Clean / Punch 7 days Thu 8/8/19 Fri 8/16/19


Kitchen Renovation 62 days Thu 5/23/19 Fri 8/16/19

Demo flooring, walls, ceiling, cooler, freezer 10 days Thu 5/23/19 Wed 6/5/19


Demo existing slab for added column pads, pour. 4 days Tue 6/4/19 Fri 6/7/19

Plumbing rough in 10 days Tue 6/4/19 Mon 6/17/19

CMU wall erection 12 days Wed 6/5/19 Thu 6/20/19

Electrical Rough in 12 days Thu 6/6/19 Fri 6/21/19

Erect added structural steel 2 days Mon 6/17/19 Tue 6/18/19

Metal stud framing /hang tape finish 7 days Tue 6/18/19 Wed 6/26/19

Concrete floor patch/repair/match existing 5 days Tue 6/18/19 Mon 6/24/19

Mechanical rough in / ANSUL System 10 days Sat 6/22/19 Thu 7/4/19

Interior finishes and specialties 10 days Tue 6/25/19 Mon 7/8/19

Ceiling grid 5 days Wed 7/10/19 Tue 7/16/19

Flooring 10 days Mon 7/8/19 Fri 7/19/19

Kitchen Equipment install / hook up 10 days Mon 7/22/19 Fri 8/2/19

Clean / Punch 11 days Fri 8/2/19 Fri 8/16/19


Choir Space Renovations 10 D 62 days Thu 5/23/19 Fri 8/16/19

Demo existing flooring, ceiling and selected walls 10 days Thu 5/23/19 Wed 6/5/19

CMU demo / cut in new openings/ install Lintels 5 days Thu 5/23/19 Wed 5/29/19


Plumbing rough in 5 days Sat 5/25/19 Thu 5/30/19

Floor patch /repair/match existing 3 days Thu 5/30/19 Mon 6/3/19

Metal stud framing /hang tape finish / build risers 15 days Thu 5/30/19 Wed 6/19/19

Electrical install 5 days Mon 6/3/19 Fri 6/7/19

Interior finishes and specialties 15 days Fri 6/7/19 Thu 6/27/19

Ceiling grid 3 days Thu 6/27/19 Mon 7/1/19

Lighting 5 days Mon 7/1/19 Fri 7/5/19

Flooring 7 days Mon 7/8/19 Tue 7/16/19

Ceiling tile and sound diffusers 3 days Wed 7/17/19 Fri 7/19/19

Clean / Punch 7 days Mon 7/22/19 Tue 7/30/19

009.02 Bid Package Index

009.00.01 Final Cleaning

009.02.01 Demolition

009.03.01 Concrete

009.04.01 Masonry (Supply and Install)

009.05.01 Structural and Miscellaneous Steel (Supply and Install)

009.06.03 Millwork and Cabinetry (Supply and Install)

009.07.01 Waterproofing, Dampproofing, Joint Sealants

009.07.03 Wall Panels

009.07.04 Roofing, Flashing, Sheet Metal

009.08.01 Doors, Frames, Hardware (Supply and Install)

009.08.03 Storefront, Glass, Glazing

009.09.01 Framing, Drywall, Acoustical Ceilings

009.09.03 Tile and Commercial Flooring

009.09.05 Painting and Wall Covering

009.10.01 Building Specialties (Supply and Install)

009.10.02 Visual Display Surfaces (Supply and Install)

009.10.03 Signage (Supply and Install)

009.10.08 Lockers (Supply and Install)

009.11.01 Food Service Equipment (Supply and Install)

009.12.02 Audience Seating

009.21.01 Fire Suppression (Supply and Install) 009.22.01 Plumbing

009.23.01 Heating, Ventilation, Air Conditioning (HVAC) 009.26.02 Electrical 009.28.02 Electronic Safety and Security 009.31.01 Earthwork, Storm Drainage, and Site Utilities 009.32.06 Site Concrete

Rev 1__September 2018 Bid Package Index 009.02.00

009.02.01 Demolition Exhibit A

As noted below, Subcontractor shall be responsible for the following project-related activities and

Scope of Work in accordance with the requirements of the specifications, drawings, and CM Manual.

Furnish all labor and supervision required to complete the work of this package. Unless noted otherwise,

furnish all equipment, materials, supplies, tools, scaffolding, hoisting, transportation, unloading, and

handling necessary for the proper installation and completion of this work.

APPLICABLE SPECIFICATIONS Include work normally associated with trade whether referenced in these sections or not:

• DIVISION 0

• DIVISION 1

• SECTION 024113 - SITE DEMOLITION

• SECTION 024119 - SELECTIVE DEMOLITION

SCOPE OF WORK Includes, but is not necessarily limited to:

Section A: Reference Section 009.01 General Scope Requirements

Section B: Trade-Specific Requirements

1. Subcontractor must comply with all environmental laws during demolition.

2. Subcontractor must provide containers and transportation for all demo debris removal for all

demolition.

3. Include all road clean-up required by demolition activities.

4. Provide all barricades, traffic control, and flagmen required by demolition activities.

5. All asbestos materials will be abated and removed by Owner outside of this contract.

6. All materials removed under this scope of work will be disposed of on a daily basis. Any materials

to be salvaged shall be turned over the Owner, delivered to a location on site as designated by

Owner. Reasonable care shall be exercised in removing any and all items to be retained.

7. Protect adjacent materials, finishes and structures. Damage of such will be repaired at the

expense of the demolition contractor.

8. Ensure utilities are disconnected prior to the commencement of demolition activities.

9. Coordinate demolition sequence with project superintendent.

10. Include all necessary temporary waterproofing for exterior walls and roof to prevent entry of water

into existing building. Temporary shelters and partitions must be maintained under this Bid

Package until new construction allows for removal, or as dictated by Construction Manager.

11. Include all means and measures to protect existing finishes, materials, and equipment from

damage and dust due to demolition activities.

12. Remove building foundations below grade as required by contract documents. Backfill and

compact to bring up to the elevation of the surrounding grade.

13. Include all temporary shoring and bracing of any structures or devices which are affected by

demolition activities.

14. Demolition must be performed in strict coordination with Mechanical and Electrical trades, and in

strict accordance with Owner to minimize disturbances or interruptions to operations. Note that

demolition of electrical, plumbing, mechanical, fire sprinkler systems, is not included in this bid

package, and is included with those trades in their respective Bid Packages.

15. Leave job site “shovel clean” in areas of building demolition.

16. Leave jobsite “broom clean” in areas of interior demolition.

Rev 1__September 2018 Bid Package: Demolition 009.02.01

009.02.01 Demolition Exhibit A

Section C: Project-Specific Requirements

C-1: High School Additions and Renovations

• Compliance with governmental regulations regarding demolition of walls containing

leadbased paint shall be included in the scope of work and responsibility of this bidder.

• Maintain all SWPPP during construction.

• Notify Nabholz immediately of any damage to existing utilities, building or irrigation.

• Demo contractor to provide floor protection, install and remove.

• Provide dust protection/control required for completion of scope.

• Leave behind any brick as a result of demolition.

• Exclude demo of shop dust collector. Removal by owner.

Section B: Project-Specific Exclusions

1. None

Section E: Alternate Pricing

1. Provide alternate price on Lump Sum Proposal form for XXX.

Section F: Unit Pricing

1. Not applicable

END OF PACKAGE

009.03.01 Concrete Exhibit A







• Division 0

• Division 1

• SECTION 033000 - CAST-IN-PLACE CONCRETE

• SECTION 072100 - THERMAL INSULATION

• SECTION 313116 – TERMITE CONTROL

• SECTION 321373 – CONCRETE PAVING JOINT SEALANTS




1. Prepare and construct all building concrete assemblies, including but not limited to drilled piers,

wall and column foundations, pile caps, footings and mats, grade beams, slabs on grade, ramps,

trenches, pits, equipment pads, below-grade walls, structural slabs, columns, beams, and slabs

on deck as indicated in the construction documents.

2. Prepare and construct all site concrete assemblies, including but not limited to concrete paving,

drainage swales, curbs and gutters, curb inlet caps, pedestrian paving, steps, ramps, stoops,

mow strips, equipment and transformer pads, light pole bases, light bollard bases, flag bases, site

foundations and slabs as indicated in the construction documents.

3. Furnish and install all expansion and construction joints including keyways, dowels and saw

cutting as required.

4. Include all associated excavation, backfill, and compaction (both interior and exterior perimeters).

Move spoils off-site or to area designated by Contraction Manager.

5. Backfill compaction must meet requirements of specifications.

6. Include formwork, bedding and leveling materials, reinforcing steel and mesh, tie wire, bolsters

and supports, void forms, board insulation, concrete ready-mix, methods of conveyance (i.e.

pumps, buggies), admixtures, curing and hardening compounds, concrete accessories, joints and

weeps, sleeves, drain boxes and covers, filter fabrics and moisture membranes, finishing, and

rubbing.

7. Install all embedded items (including bollards, sleeves, bolts) furnished by others.

8. Furnish, install, and compact gravel base at concrete flatwork where required.

9. Provide and install truncated warning devices if required.

10. Provide integrally colored concrete if required by construction documents.

11. Provide termite treatment in accordance with specifications.

12. Grout all base plates as required.

13. Install and maintain a designated concrete wash down area.

14. Provide all cold weather and/or hot weather protection as required to maintain Project Schedule

in accordance with ACI standards.

15. Provide generator power if electric is not readily available.

Rev 1__September 2018 Bid Package: Concrete 009.03.01

009.03.01 Concrete Exhibit A

16. Unless more stringent requirements are specified, maintain maximum flatness tolerance of 1/8

inch in 10 feet for all floor slabs.

17. Final surfaces shall be as specified and free from cracks, voids, and spalls. Positive drainage of

water shall be provided on traffic surfaces, without ponds or water stands. Should final surfaces

contain any of the above mentioned, items shall be repaired at no additional cost to the Owner.

18. Replace grades to original condition in affected areas adjacent to work performed.

19. Concrete curing shall be in accordance with the construction documents and ACI.

20. Include temporary shoring of metal deck as required to support concrete materials.

21. Include foundation layout with base line established by professional surveyor. Check and

maintain survey control points and layout anchor bolts.

22. Coordinate with plumbing and electrical trades regarding work that is under or in concrete.

23. Coordinate city inspections.

24. Provide ACI certified personnel to take concrete cylinders as required.



• Include GEO foam if required.

• Include all reinforced concrete footings and grade beams, for building foundations, including

those for Exterior Canopy structure.

• Include all reinforced concrete foundation walls / stem walls.

• Include gravel base (leveling course and capillary break) for floor slab per Section 033000

• Exclude: joint sealants (by waterproofing contractor)

• Include moisture vapor reduction admixture per specifications.

• Include all grouting required for structural steel / baseplates.

• Sealed concrete if required, is by the painting contractor.

• Coordinate with Polished Concrete Subcontractor, and all others required prior to submittals and

installation.

• Include Termite Treatment.

• Include any backfill along foundation walls and footings.

• Include setting and supplying of all masonry dowels set in footings. Coordinate with mason for

layout.

Section D: Project Specific Exclusions

1. None


1. Provide alternate price on Lump Sum Proposal for cold weather provisions, including temporary

heat, enclosures, blankets, tenting, and other means necessary to maintain schedule in cold

weather.


1. Not applicable

009.04.01 Masonry (Supply and Install) Exhibit A







• Division 0

• Division 1

• SECTION 042000 - UNIT MASONRY

• SECTION 072100 - THERMAL INSULATION




1. Provide and construct all masonry assemblies as indicated and specified in the construction

documents.

2. Provide standard and special shaped masonry units, mortar, grout, knock-out panels, reinforcing

steel, precast, masonry joint reinforcing, anchors, ties, embedded flashing, and other masonry

accessories as may be required to complete the masonry assemblies as detailed and specified.

3. Provide block outs and framed openings in masonry as required by work of other trades.

4. Install steel lintels and embed plates furnished by others.

5. Provide all anchor and attachment to structural members as required per the contract documents.

6. Set hollow metal frames furnished by others. Including grouting of frames as required.

7. Furnish and install cavity wall insulation when shown in contract documents.

8. Perform all work from approved shop drawings and/or product data. Confirm that you have the

latest approved “field use” drawings prior to start of work.

9. Coordinate location and placement of steel embeds with structural steel erection subcontractor.

10. Provide a sample mock-up panel as soon as possible, in a location as directed by the Project

Superintendent. The panel will clearly show all CMU, grout, reinforcing, anchoring, seismic (if

required) ties, flashing, brick and mortar (per required color selection(s), and other materials as

required for a complete review and approval of the quality of finished product.

11. Provide all layout and field measurements for this work including layout for embedded items.

12. Layout, drill, and epoxy reinforcing at masonry walls when shown on the contract documents.

13. Cover and protect all slab areas that will receive special finishes as directed by Construction

Manager.

14. Provide shoring and bracing of walls, masonry lintels, and bond beams to facilitate this work.

15. Provide all cold-weather and hot-weather protection per construction documents necessary to

maintain Project Schedule.

16. Coordinate all lay down and staging areas with Project Superintendent at least 48 hours in

advance of all material deliveries.

17. Prepare and clean footings (as required) prior to starting masonry work.

18. Repair divots bigger than 1/2” in diameter and patch block as directed by Construction Manager.

19. Include rubbing of exposed unit masonry and final cleaning.

20. Include flue liners, ash dumps and fireplace units if required.

21. Include all rigid insulation behind masonry as required.

Rev 1__September 2018 Bid Package: Masonry 009.04.01

009.04.01 Masonry Exhibit A

22. Include all drilling and epoxy of all dowels required for masonry.

23. Coordinate with other trades as required for block outs, cutouts, and the installation of access

doors and plumbing fixture chairs.

24. Include protection of masonry cells and cavity between masonry walls from infiltration of moisture

at the end of each work day. Protect space between masonry and sheathing.

25. Install weather barrier flashing provided by others at each masonry tie or penetration.



• Provide all integral water repellants for masonry as required.

• Include patching and toothing of brick and block as required at the existing building after

demolition. Use existing brick left over from demolition for this work.

• Include expansion joints in masonry assemblies.

• Include masonry washing / cleaning and protect adjacent finished products.

• Grout all masonry set doorframes as required.

• Provide all through wall flashing as required.

• Re-Use existing brick to tooth back in new openings.

• Install all lintels and embeds (provided by steel subcontractor).

• Install new lintels in all renovated masonry openings including the opening in the nurse room 11B.

Lintels to be supplied by steel contractor.

Section D: Project-Specific Exclusions

1. None


1. Provide alternate price on Lump Sum Proposal for cold weather provisions, including temporary

heat, enclosures, blankets, tenting, and other means necessary to maintain schedule in cold

weather.



1. Not applicable

END OF PACKAGE

009.05.01 Structural and Miscellaneous Steel (Supply and Install) Exhibit A

As noted below, Supplier shall be responsible for the following project-related activities and Scope of

Work in accordance with the requirements of the specifications, drawings, and CM Manual. Unless noted

otherwise, furnish all equipment, materials, supplies, and transportation necessary for the proper

installation and completion of this work.


• Division 0

• Division 1

• SECTION 051200 - STRUCTURAL STEEL FRAMING

• SECTION 052100 - STEEL JOIST FRAMING

• SECTION 053100 - STEEL DECKING

• SECTION 054000 - COLD-FORMED METAL FRAMING

• SECTION 055000 - METAL FABRICATIONS

• SECTION 055213 - PIPE AND TUBE RAILINGS




1. Fabricate and deliver all structural steel columns, beams, tube framing, brace frames, gusset

plates, bridging, joists, decking, edge and other angles, bent plates, connectors, studs, and

fasteners as indicated in the construction documents.

2. Furnish miscellaneous framing/support for mechanical, plumbing, and electrical equipment.

3. Fabricate and deliver all rough hardware, bearing and leveling plates, miscellaneous steel trim,

shelf and relief angle, tread plate and supports, railings and handrails and metal pan stairs.

4. Fabricate and supply anchor bolts, loose lintels, wheel guards, railings, and pipe bollards as

indicated in the construction documents.

5. Provide all sleeve anchors and any anchors that connect steel to other materials.

6. All steel work shall be fabricated from approved shop drawings. Confirm that you have the latest

approved “field use” drawings prior to start of work.

7. All steel exposed to view shall be oil free, have welds ground smooth, and be of sufficient quality

for an exposed and finished surface.

8. Include prime painting (galvanized where required by the bid documents) and touch-up (where

required) as indicated in the construction documents.

9. Include all freight to jobsite. Coordinate all lay down and staging areas with Project

Superintendent at least 48 hours in advance of all material deliveries. Coordinate delivery

schedule with steel erection subcontractor for offloading.

10. Provide copies of current welder’s certifications prior to the start of any work. Keep those records

on file at the job trailer and keep them current at all times.

11. Fabricate and deliver metal deck closures.

12. Fabricate and deliver elevator pit ladder, hoist beam, and sump pit grate.

Rev 1__September 2018 Structural and Miscellaneous Steel (Supply and Install) 009.05.01

009.05.01 Structural and Miscellaneous Steel (Supply and Install) Exhibit A



• Include all delegated design requirements, including but not limited to: pipe and tube railings, KSP

joists, connection design calcs.

• Include seismic requirements.

• Include metal railings, bollards, stair nosing’s, column covers, mechanical roof screen and

masonry lintels and embeds, etc. for all new and renovated areas. Be sure to include a lintel for

Nurse 11B opening.

• Supply all misc. fasteners required for complete installation.

• Include roof curbs required for roof top equipment screen walls.

• Include roof accessories- ladders. Roof hatch will be provided and installed by roofing contractor.

• Provide flute insulation for roof decking if indicated in CD’s. Install by roofing contractor.

• Provide and install all metal stairs and roof ladders.

D: Project-Specific Exclusions

1. EXCLUDE applicable Sales & Use Tax from bid. Taxes will be applied to invoices.



1. Not applicable

END OF PACKAGE

009.07.04 Roofing, Flashing, Sheet Metal Exhibit A







• Division 0

• Division 1

• SECTION 076200 – SHEET METAL FLASHING AND TRIM

• SECTION 075423 – THERMOPLASTIC POLYOLEFIN (TPO) ROOFING

• SECTION 077200 – ROOF ACCESSORIES

• SECTION 072100 – THERMAL INSULATION




1. Provide a complete watertight roof system with related tapered insulation, flashing and counter

flashing, coping, scuppers, expansion joints, ballast, gutters and downspouts, and caulking.

2. Provide a complete insulation system to provide positive drainage to roof drain, and to prevent

ponding of water on roof surface. Provide tapered crickets at rooftop units, equipment, and roof

perimeter.

3. Provide roof system that meets minimum insulation value as specified. Clearly confirm the

minimum “R” value rating on shop drawings.

4. Review, approve, and accept all subsurfaces prior to installation.

5. Comply with all wind uplift requirements of Owner and Owner agents.

6. Provide roof expansion joints and covers.

7. Provide all miscellaneous roof accessories.

8. Confirm that materials furnished for this Bid Package are compatible with other materials

furnished for other Bid Packages.

9. Coordinate all metal flashing and trim so that metal products match in color to the metal roof

copings, flashing and trim.

10. All work shall, as a minimum, comply with industry accepted “best practices” and with the

SMACNA “Architectural Sheet Metal Manual” criteria.

11. Provide pitch pockets and flashing for miscellaneous penetrations of the roof.

12. Install roof drains provided by plumbing subcontractor and set clamping rings. Coordinate with

plumbing subcontractor for the proper installation of this work.

13. Provide walk-pads at the HVAC equipment as required to properly access all rooftop equipment.

14. Provide hoisting for materials provided in this Bid Package.

15. Coordinate all deliveries of material with Project Superintendent. Secure, store, and protect all

materials from weather.

16. Cover all insulation installed each day. Do not shake out or leave unprotected any insulation

which may become wet with dew or rainfall.

17. Provide manpower or safety barriers below all roof penetrations for protection of others during

kettle discharge operation. Provide daily reports showing kettle discharge temperatures.

Rev 1__September 2018 Bid Package: Roofing, Flashing, Sheet Metal 009.07.04

009.07.04 Roofing, Flashing, Sheet Metal Exhibit A

18. Immediately clean all areas or surfaces soiled by roofing operations.

19. Should the roofing product manufacturer require standard details that conflict with the contract

documents, drawings, details, or notes, Subcontractor must immediately notify Construction

Manager in writing with a proposed method of resolution.

20. Coordinate with the HVAC and plumbing subcontractors to ensure that proposed locations of

plumbing vents and rooftop equipment do not conflict with roofing manufacturer warranty

requirements.

21. All warranties must be signed by the roofing manufacturer’s representative.

22. Prior to demobilization, Subcontractor agrees to coordinate with Project Superintendent for the

purpose of conducting a waterproof test.



• All metal work, flashing, coping, scuppers, gutters, downspouts and trim shall be pre-finished as

indicated in the specifications and included in this scope as/ if indicated in the construction

documents (wall panels, soffits and associated trim by others).

• Include roof demolition as shown in the construction documents.

• Provide and install roof hatch.

• Include roof expansion joints, flashing, sheet metal, gutters, downspouts.

• Tie-in at existing roof per construction documents. Maintain existing roof warranty.

• Include all flashing and finishing around roof curbs, installed by others.

• Install roof drains supplied by plumbing contractor.

• Install flute insulation at roof deck, supplied by structural steel contractor.

• Include final, above ground, downspout connections to storm water piping.

• Remove existing downspouts as shown as key note 3 on sheet C101. Install temporary collection

and discharge system.


1. None



1. Not applicable

END OF PACKAGE

009.09.03 Tile and Commercial Flooring Exhibit A







• Division 0

• Division 1

• SECTION 093013 – CERAMIC TILING

• SECTION 096513 – RESILIENT BASE AND ACCESSORIES

• SECTION 096519 – RESILIENT TILE FLOORING

• SECTION 096813 – TILE CARPETING

• SECTION – SEAMLESS RESINOUS FLOORING SYSTEM




1. Furnish and install all resilient flooring and resilient base including treads and risers, transition

strips, and stair nosings.

2. Furnish and install all carpet and padding.

3. Furnish and install porcelain, ceramic, quarry, stone and marble tile.

4. Provide all surface preparation, leveling, bonding agents and adhesive, carpet tack strips,

patterns, transition strips, and other accessories required.

5. Provide “extra stock” materials as identified in the construction documents.

6. Inspect substrates prior to installation. The start of installation of floor covering will be construed

as the applicators acceptance of the finish floor surface conditions.

7. Provide and install all floor-to-floor expansion joint covers as required.

8. Provide initial cleaning of resilient materials, carpet, and tile upon completion of installation in strict

accordance with the manufacturer’s recommendations.

9. Provide and install pre-formed cove base outside corners.

10. Protect flooring against mars, marks, indentations, and other damage from construction. Use

protection methods indicated or recommended by tile manufacturer.

11. Remove visible adhesive, seam sealer, and other surface blemishes using cleaner recommended

by carpet manufacturer. Remove protruding yarns from carpet surface.

12. Include waterproofing at showers or shower pans.

13. Furnish and install thin brick pavers.

14. Surface preparation, provide and install up to 1 lb. of floorstone per 30SF of flooring. Floorstone

not used in one area may be added to another area. Prime surfaces per mfg.’s directions if

required.

15. Perform moisture test and give results to construction manager prior to commencement of work.

16. Furnish and install elevator cab flooring.

Rev 1__September 2018 Bid Package: Tile and Commercial Flooring 009.09.03

009.09.03 Tile and Commercial Flooring Exhibit A



• Provide moisture testing as required prior to installation of all flooring.

• If required, provide Topical Concrete Vapor Sealer at Slab on Grade Installation locations of

Carpet Tile, as recommended by Carpet Tile Manufacturer.

• Provide Manufacturer Special (10) ten year Warranty for Carpet Tile per specifications.

• Furnish and Install Walk-Off Mat Carpet.

• Level floors before flooring installation.


1. None




1. Not applicable

END OF PACKAGE

009.10.01 Building Specialties (Supply and Install) Exhibit A







• Division 0

• Division 1

• SECTION 102113.19 - PLASTIC TOILET COMPARTMENTS

• SECTION 102800 – TOILET, BATH AND LAUNDRY ACCESSORIES

• SECTION 104413 – FIRE PROTECTION CABINETS

• SECTION 104416 – FIRE EXTINGUISHERS

• SECTION 109900 -- MISCELLANEOUS SPECIALTIES




1. THIS IS AN ALL-INCLUSIVE BID PACKAGE. Contractor agrees to install ALL items covered by

the Sections referenced above and describe herein.

2. Coordinate material delivery at the time of installation. Provide adequate labor and equipment to

off load.

3. Provide all labor, equipment, incidental materials, supervision, and insurance to install the work.

4. Unless noted otherwise, all items for each section should be installed level, plumb, and true.

5. Subcontractor takes responsible for all materials in this bid package when delivered for

installation.

6. Install items in locations and at mounting heights indicated on construction documents.



• Install all curtain tracks, curtain carriers, cubicle curtains, toilet compartments, urinal screens,

shower dividers, grab bars, sanitary-napkin vendor, sanitary-napkin disposal unit, mirror unit,

fold down purse shelf, shower curtain rod, shower curtain, folding shower seat, surface soap

dish, towel pin, utility shelf, and mop and broom holders.

• Coordinate layout and installation of projection screens with adjacent construction, including

ceiling suspension systems, light fixtures, HVAC equipment, fire-suppression system, and

partitions.

• Install fire extinguishers and cabinets. Coordinate type and capacity of fire extinguishers with

fire protection cabinets to ensure fit and function.

• Install all toilet accessories

Rev 1__September 2018 Bid Package: Building Specialties (Installation) 009.10.01

009.10.01 Building Specialties (Supply and Install) Exhibit A

• Install fire extinguishers and cabinets. Coordinate type and capacity of fire extinguishers with

fire protection cabinets to ensure fit and function.

• If metal lockers require wood bases, materials, fasteners and installation shall be part of this

scope of work.

• Provide all misc. fasteners required to complete installation.


1. None



1. Not applicable

END OF PACKAGE

Rev 1__September 2018 Bid Package: Building Specialties (Installation) 009.10.01

009.10.08 Lockers (Supply and Install) Exhibit A

As noted below, Supplier shall be responsible for the following project-related activities and Scope of Work in

accordance with the requirements of the specifications, drawings, and CM Manual. Unless noted otherwise, furnish all

equipment, materials, supplies, and transportation necessary for the proper installation and completion of this work.


• Division 0

• Division 1

• SECTION 105113 – METAL LOCKERS

• SECTION 105213 – METAL GRID ATHLETIC LOCKERS

• SECTION 116001 – MUSIC INSTRUMENT STORAGE LOCKERS




1. Supply and deliver lockers as indicated and specified in the construction documents.

2. All accessories shall meet the performance specifications in the construction documents.

3. All warranties shall commence on the date of Substantial Completion of the Project.


1. Supply and Install all lockers as shown.

2. Proved adequate labor and/or equipment to offload lockers.


1. None



1. Not applicable

END OF PACKAGE

Rev 1__September 2018 Bid Package: Lockers (Supply and Install) 009.10.08

009.12.02 Audience Seating Exhibit A

Rev 1 – January 2013 Bid Package: Audience Seating and Telescoping Stands 009.12.02

As noted below, Subcontractor shall be responsible for the following project-related activities and Scope of Work in accordance with the requirements of the specifications, drawings, and CM Manual. Furnish all labor and supervision required to complete the work of this package. Unless noted otherwise, furnish all equipment, materials, supplies, tools, scaffolding, hoisting, transportation, unloading, and handling necessary for the proper installation and completion of this work.

APPLICABLE SPECIFICATIONS

Include work normally associated with trade whether referenced in these sections or not:

• Division 0

• Division 1

• SECTION 126100 – FIXED AUDIENCE SEATING (ARM-REST AND END PANEL REPLACEMENT ONLY)


Section A: General Scope Requirements

▪ Refer to Section 3, Instructions for Procurement, for general requirements. ▪ Smoking, the use of tobacco, or the use of products containing tobacco in any form is prohibited on

any property owned or leased by a public school district. ▪ Subcontractor agrees to follow all safety procedures and safety regulations of Nabholz, including

those that are more stringent than Subcontractor’s own safety policy or OSHA standards. ▪ All employees must wear hard hats, eye protection, and high visibility vests at all times on site. ▪ Deliveries of building materials will give right of way to school bus traffic during drop-off and pick-up

times. ▪ Subcontractor is responsible for the protection of the SWPPP devices in place. ▪ Construction Manager will provide layout to building corners. Subcontractor is responsible for

layout beyond these points. ▪ Coordinate on-site employee parking with Project Superintendent. ▪ Coordinate location of on-site storage containers with Project Superintendent. ▪ Employees shall avoid harassment of students, faculty, or staff. Employees who violate this

requirement may be removed from the jobsite by Project Superintendent. ▪ Subcontractor will actively participate in the Nabholz Quality Management System. ▪ Subcontractor agrees to follow the Project Schedule and meet the milestone dates. Certain areas

may be made earlier than originally indicated on Schedule. Subcontractor must be prepared for any minor adjustments to the Schedule as work progresses.

▪ Subcontractor must attend weekly coordination meetings. Employees attending meetings must have the authority to make commitments on manpower to maintain Project Schedule or meet milestone dates.


▪ Furnish and install fixed audience seating systems. ▪ Include all material, equipment, and associated hardware to provide a complete installation. ▪ Installer Qualifications: Manufacturer's authorized representative who is trained and approved for

installation of units required for this Project. ▪ Provide special warranty for each section of this package, as specified; commencing on the date of

substantial completion of the project.


009.12.02 Audience Seating Exhibit A

Rev 1 – January 2013 Bid Package: Audience Seating and Telescoping Stands 009.12.02

▪

Section D: Alternate Pricing

▪ Provide alternate price on Lump Sum Proposal form for XXX.

END OF PACKAGE

009.22.01 Plumbing Exhibit A

Rev 1__September 2018 Bid Package: Plumbing 009.22.01







• Division 0

• Division 1

• SECTION 220500 – COMMON WORK RESULTS FOR PLUMBING

• SECTION 220519 – METERS AND GAUGES

• SECTION 220523 – VALVES FOR PLUMBING PIPING

• SECTION 220529 – HANGERS, SUPPORTS AND VIBRATION ISOLATION FOR PLUMBING

PIPING AND EQUIPMENT

• SECTION 220553 – IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

• SECTION 220700 – PLUMBING INSULATION

• SECTION 221100 – FACILITY PIPING AND SPECIALTIES

• SECTION 223300 – ELECTRIC DOMESTIC WATER HEATERS

• SECTION 224000 – PLUMBING FIXTURES




1. Furnish and install complete plumbing system per construction documents.

2. Include complete sanitary sewer system.

3. Include any utility company fees, impact costs, metering or vault costs Include penetration

sleeves, saw cutting, and coring required for this scope of work.

4. Because of the drawing scales it is not possible to indicate all fittings and accessories that may

be required. Include any and all fittings, offset, valves, etc., for a complete system.

5. In the case of discrepancy between drawings, specifications, codes, local and state laws,

ordinances, or contract documents, the most stringent governs.

6. Include documented instructional training to the owner’s representative regarding the operation

and maintenance of the plumbing systems.

7. All warranties for fixtures, devices, and equipment begin at date of Substantial Completion of

Project.

8. Furnish on site storage as required by the construction manager for the storage of fixtures and

equipment.

9. Include all hoisting and scaffolding as required.

10. Clean up waste and debris generated by this scope of work and dispose on a daily basis and as

directed by the construction manager.



11. Furnish and install all plumbing fixtures including but not limited to urinals, urinal carriers, toilets,

sinks and drinking fountains.

12. Include shower and bath units including shower pans as required.

13. Include backflow preventers and tests.

14. Include temporary water supply.

15. Furnish and install all domestic water piping required to complete this scope of work. Tie new

sanitary sewer lines in the existing sanitary sewer system per construction documents.

16. Include water and sewer connections to the job trailer as required.

17. Include selective demolition required to install work in existing building. Remove plumbing items

per plumbing plans shown to be removed and legally dispose of off site. Cap existing lines.

18. Include all associated blocking, anchors, stenciling and tagging for this scope of work.

19. Include pipe supports associated with this scope of work. All miscellaneous steel, uni-strut, all

thread rod and accessories required for pipe support, wall or floor penentrations and blocking as

required.

20. Coordinate with other trades to locate sleeves and to ensure plumbing does not interfere with any

other items.

21. Include all plumbing identification including color coding, stencil, labels tags, etc. per construction

documents.

22. Include cutting, coring and patching required for plumbing installations.

23. Supply any access doors (24” x 24” min.) needed for access to plumbing equipment.

24. Include removal and replacement of concrete and masonry as required to tie into existing

services and utilities. Verify locations of services prior to submitting a bid proposal.

25. Install flashing or sealant at each exterior weather barrier penetration per weather barrier

manufacturer’s recommendation.

26. Include final plumbing connections to laboratory equipment, food service equipment and

casework. Coordinate with those trades for tie-in of plumbing items relating to those trade.

27. Furnish and install all appliance related plumbing as required.

28. Include fire-stopping for penetrations created by this scope of work.

29. Include sealants (color selected by Architect) around all plumbing fixtures, sinks and lavatories.

30. Provide video scoping of all sanitary sewer lines to the outside of building prior to substantial

completion and correct any blockages or deficient piping found.

31. Include cleaning, purging and flushing of all lines when complete as related to this scope of work.

32. Plumbing contractor is to lay out all lines and elevations associated with this scope of work.

33. Prior to placement of the concrete slab, all stub ups are to be capped to prevent any concrete

debris from falling into sanitary waste and vent lines. After installation of all concrete slabs on

grade provide camera inspections of all sanitary sewer and vent lines to verify that lines are free

and clear of debris.

34. Ensure all equipment has adequate maintenance access when in place.

35. Include a plumbing representative to be on site during slab pours to ensure plumbing lines remain

in place.

36. It is the responsibility of the plumbing contractor to verify the locations of all existing utilities and

services as indicated on the drawings that are to be tied into prior to submitting a bid proposal.

Failure to do so will result in the plumbing contractor assuming responsibility for any deviations of

existing utilities from the construction documents.

37. Furnish all pipe bedding, cushion materials and thrust blocks per construction documents.

38. Provide gradation plan if required. Check all sewer line gradations with existing utilities prior to

installation to ensure the required flow is achieved.



39. Upon completion of plumbing contactor’s underground work, plumbing contractor is responsible

to re-grade area, back fill and compaction to restore slopes and elevations to prevent standing

water. Remove all spoils off site. Restore areas to the same state or better before work was

commenced.

40. Dewater excavations associated with this trade as required to preserve structural integrity and

workability.



• Include any seismic requirements.

• Include grease interceptors and acid waste items as required

• Include all-natural gas piping, including for HVAC equipment

• Hydronic piping, if required, for HVAC systems is by others

• Provide condensate drains for mechanical equipment, as required

• Supply roof drains to be installed by roofing contractor. Include roof drain piping and connection

to roof drains

• Include all final connections to Owner-furnished equipment.

• Include water, sanitary, roof drain and/ or gas lines to 5’ outside of building, exterior. Plumbing

assemblies beyond that point are by others.

• All utility fees are by others.

• Provide and install all access doors and panels for this scope

• Equipment pads are by others

• Provide all haul off and disposal as required for this scope of work

• Patch and level all disturbed concrete related to plumbing work.


1. None



1. Not applicable

END OF PACKAGE

009.23.01 Heating, Ventilation, Air Conditioning Exhibit A

Rev 1__September 2018 Bid Package: Heating, Ventilation, Air Conditioning 009.23.01







• Division 0

• Division 1

• SECTION 230500 – COMMON WORK RESULTS FOR HVAC

• SECTION 230529 – HANGERS, SUPPORTS AND VIBRATION SECTION ISOLATION FOR

HVAC PIPING AND EQUIPMENT

• SECTION 230553 – IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

• SECTION 230593 – TESTING AND BALANCING

• SECTION 230700 – HVAC INSULATION

• SECTION 230701 – HVAC PIPING INSULATION

• SECTION 203902 – BUILDING MANAGEMENT CONTROLS SYSTEM

• SECTION 230903 – VARIABLE REGRIGERANT SPLIT SYSYEM CONTROLS

• SECTION 232113 – HVAC PIPING AND SPECIALTIES

• SECTION 233113 – HVAC DUCTEORK

• SECTION 233300 – AIR DUCT ACCESSORIES

• SECTION 233423 – POWER VENTILATORS

• SECTION 233713 – GRILLES, REGISTERS AND DIFFUSORS

• SECTION 237200 – ENERGY RECOVERY UNITS

• SECTION 237413 – PACKAGED ROOFTOP UNITS

• SECTION 238127 – VARIABLE REFRIGERANT SPLIT SYSTEMS

• SECTION 239000 – LOUVERS AND VENTS

• SECTION 233814 – KILN HOODS

• SECTION 233816 – DUST COLLECTION SYSTEM

• SECTION 237433 – DEDICATED OUTSIDE AIR UNITS






1. Furnish and install a complete HVAC system.

2. All warranties for fixtures, devices, and equipment begin at date of Substantial Completion of

Project.

3. Include warranty per construction documents on all equipment regardless if used temporarily

during construction for climatization.

4. HVAC contractor to provide equipment and ductwork shop drawings for coordination with other

trades. Shop drawings are to include the locations and sizes of all duct work, equipment and

equipment maintenance access.

5. Provide layout locations as needed for roof curb, exhaust fans, vents etc. during steel erection

phase.

6. In the case of discrepancy between drawings, specifications, codes, local and state laws,

ordinances, or contract documents, the most stringent governs.

7. Include testing, adjusting and balancing per contract documents.

8. Include Commissioning per construction documents as required.

9. Scope includes, but is not limited to equipment, supports, anchors, curbs, flashings, piping, duct

work, insulation, controls, stenciling and labeling, VFD’s, equipment disconnect switches, air

venting devices, air exhausting devices, flow switches, condensation lines, dampers, diffusers,

detectors, interconnection of instrumentation I/O control wiring systems, fuels, refrigerants and

lubricants, supports for mechanical equipment, and other materials and devices as required for a

complete HVAC system as per plans and specifications.

10. Supply any access doors (24” x 24” min.) needed for access to HVAC equipment.

11. Include all selective demolition required to install work in the existing building. Remove all HVAC

items per HVAC or demolition plans and legally dispose of off site.

12. Provide all sleeves, blocking, coring, and other associated caulking required for this scope of

work.

13. Provide the necessary temporary air filters materials over permanent return air grills at all

entrances to return air ducts weekly or as needed.

14. Include concrete cutting, coring and patching as required for the mechanical scope of work.

15. Include Automatic Temperature Controls and interlock wiring including control components and

complete control wiring system in strict accordance with construction documents.

16. Furnish and install motor controllers and starters for mechanical equipment as specified.

17. Include roof curbs and penetration enclosures as required and per the roofing manufacturer’s

requirements to preserve the roof warranty.

18. Furnish and install louvers, access doors, grilles, and vents as required for this scope of work.

19. Include condensate piping.

20. Duct detectors are to be furnished by the HVAC contractor, installed by this scope of work, and

terminated by the HVAC contractor. Coordinate with the fire alarm contractor for wiring and

terminations.



21. Provide air filters including spare air filters for HVAC equipment. Furnish, install and maintain

temporary filters during construction operations.

22. Provide conditioned air at the earliest possible date, as directed by Construction Manager,

including all temporary and final air filters as required.

23. Furnish, install and maintain all roof penetrations, openings and curbs associated with this scope

of work until all equipment has been installed and flashed in permanently. Remove and dispose of

covers at the completion of work.

24. Include fire-stopping, fire sealing and caulking for penetrations created by this scope of work.

25. Because of the drawing scales it is not possible to indicate all fittings and accessories that may be

required. Include any and all fittings, offset, valves, etc., for a complete system.

26. Include documented instructional training to the owner’s representative regarding the operation

and maintenance of the plumbing systems.

27. Coordinate with the electrical contractor for the location, size and installation of disconnects. The

electrical contractor is to furnish and install disconnects. The locations are to be provided by the

HVAC contractor.

28. Coordinate with food service or laboratory contractor for tie-in locations of mechanical items

relating to their equipment.



• Include HVAC demolition as indicated in the Construction Documents

• Provide disconnects for demolition and any new work in existing areas required for completion of

new HVAC system.

• Cut all openings required to complete this scope of work, protecting all adjacent finished surfaces,

new and existing

• Relocate diffusers, grills, etc. as required in existing areas.

• In the existing building, this contractor is responsible for any removals, replacement, repairs,

needed for this contractor to perform their work (e.g. ceiling grid, ceiling tile, etc.) • Include

any seismic requirements

• Include all hydronic piping.

• Supply and install roof curbs and curb caps. Coordinate with roofing contractor.

• All controls associated with HVAC Equipment shall be part of this scope of work.

• Required to condition space prior to substantial completion, for material acclimation purposes.

• Include required filters and replacements of filters until substantial completion.

• Test and Balance, Owner Training and Controls Commissioning shall be part of this scope of

work.

• Equipment pads by concrete contractor

• Provide and install access panels and doors required for this scope



• Include diffuser in Room 400C, and an exhaust fan in room 400D. Section D: Project-Specific

Exclusions

• Provide Kiln flue vent up to flue roof cap according to kiln manufacturer instructions. Owner

furnished kiln to be installed by contractor.

• Include all compressed air piping.

1. None



1. Not applicable

END OF PACKAGE

009.26.02 Electrical Exhibit A

Rev 1__September 2018 Bid Package: Electrical 009.26.02







• Division 0

• Division 1

• SECTION 260500 – COMMON WORK RESULTS FOR ELECTRICAL

• SECTION 260519 – CONDUCTORS AND CABLES

• SECTION 260533 – RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

• SECTION 260553 – IDENTIFICATION FOR ELECTRICAL EQUIPMENT AND WIRING

• SECTION 260923 – LIGHTING CONTROL DEVICES

• SECTION 262416 – PANELBOARDS

• SECTION 262726 – WIRING DEVICES

• SECTION 265100 – LIGHT FIXTURES

• SECTION 262200 -- TRANSFORMERS




1. Provide all site power and/or lighting electrical work.

2. Provide all site trenching and duct banks needed for electrical and communication underground

raceways and/or cables.

3. Provide any electrical meter fees or impact cost required by the local electrical service provider.

4. Provide any conduit, pull strings, j-boxes etc. for any Division 26, 27, or 28 empty raceway

systems as required per plans and specifications.

5. Provide any building primary/secondary electrical switchgear, panels, emergency power and/or

generator systems as per plans and specifications.

6. Provide all raceway, wiring and terminations of VFD’s, motor controllers, dampers and/or starters

that are furnished and installed by HVAC Subcontractor.

7. Provide any grounding systems, lightning protection systems, and certifications as required per

plans and specifications.

8. Provide all temporary lighting and power distribution in buildings as required for construction

activities.

9. Provide all final connections and terminations for Owner Furnished Equipment.

10. Provide all final electrical connections and terminations as required to equipment furnished and

installed by other bid packages.

11. Provide equipment and device testing, checkout and/or load studies as required per plans and

specifications.



12. Provide training of Owner’s staff on electrical equipment.

13. Provide all raceway, wire, termination, poles, light fixtures, and grounding for site lighting.

Concrete pole bases will be provided by others.

14. Deposit dirt spoils in area on site designated by the Project Superintendent.

15. In the case of difference between drawings, specification, codes local & state laws, ordinances or

contract documents, the most stringent governs.

16. All warranties for fixtures, devices, equipment and gear begin at the date of the Project’s

Substantial Completion.

17. Include primary and secondary electrical service with manholes or pullboxes as required, regrade

area, back fill and compaction to restore slopes and elevations to prevent standing water.

Remove all spoils off site. Restore areas to the same state or better before work was

commenced.

18. Furnish and install concrete where required to encase electrical services or other electrical items.

19. Include utility fees for new or relocated transformers.

20. Include all back boxes. For owner equipment per this scope.

21. Include emergency generator including fuel.

22. Include uninterruptable power supply system.

23. Provide electrical for infrared flush valves and hand dryers.

24. Furnish and install disconnects at HVAC units and fans as indicated on mechanical drawings.

Coordinate with HVAC contractor for disconnect locations.

25. Make electrical connections to lab equipment, food service equipment, casework, mechanical

equipment, A/V equipment, cubicles and owner furnish equipment.

26. Furnish, install, maintain and remove temporary electrical services in accordance with OSHA

requirements. Include temporary power to job trailer.

27. Include fire stopping and/or fire sealing at all fire walls and caulking of all electrical penetrations.

28. Include all sleeves and core drilling required.

29. Include all electrical identification including color coding, stencil, labels tags, etc. per construction

documents.

30. Include the demolition of all electrical items shown to be removed and legally dispose of off site.

Disconnect power to areas to be renovated as directed by superintendent.

31. Include temperature control wiring and auxiliary interlock control wiring.

32. Verify breaker and wire size for HVAC equipment within the equipment manufacturers

specifications, notify the electrical engineer and adjust as needed.

33. Make required electrical connections and install conduit in slab at own risk as plumbing coring

later of lab casework may cut conduit.

34. Install flashing or sealant at each exterior weather barrier penetration per weather barrier

manufacturer’s recommendation.



• Include any seismic requirements

• Include electrical demolition as indicated in the Construction Documents

• Provide disconnects for demolition and any new work in existing areas required for completion of

new electrical system

• Cut all openings required to complete this scope of work, protecting all adjacent finished surfaces,

new and existing



• Provide all conduit and backboxes for Telecommunications Systems where located either (A.)

under finished slab or grade or (B.) concealed in finished walls or ceilings. This does not include

specialty outlet boxes.

• Provide all conduit and backboxes for Division 28 Electronic Safety and Security Systems where located either (A.) under finished slab or grade or (B.) concealed in finished walls or inaccessible ceilings

• Furnish and install two (2) minimum support wires from building structure to each electrical

recessed fixture located in tee bar grid system.

• Provide power to all electrified door hardware/ components as required.

• Concrete pole bases, transformer pads, and housekeeping pads will be provided by others.

• Provide and install bollard lights

• Protect existing all floors during your work.

• Include temporary lighting and maintain. Reference milestone schedule for duration.

• Provide and install access panels and doors required for this scope

• Fire stopping will be by the waterproofing/firestopping contractor

• Incorporate materials that are compatible with utility monitoring as specified

• Supply and Install all electrical hand dryers noted in construction documents.


1. None



1. Not applicable

END OF PACKAGE

009.27.02 Electronic Safety and Security (Supply & Install) Exhibit A







• Division 0

• Division 1

• SECTION 280500 – COMMON WORK RESULTS FOR ELECTRONIC SAFETY AND SECURITY

• SECTION 283111 – ADDRESSABLE FIRE ALARM SYSTEM




1. Provide any conduit, pull strings, j-boxes etc. for any Division 28 empty raceway systems as

required per plans and specifications.

2. Provide all final connections and terminations for Owner Furnished Equipment.

3. Provide all final electrical connections and terminations as required to equipment furnished and

installed by other bid packages.

4. Provide equipment and device testing, checkout and/or load studies as required per plans and

specifications.

5. Provide training of Owner’s staff on electronic safety and security system or equipment.

6. Provide fire stopping for all penetrations created by this scope.

7. In the case of difference between drawings, specification, codes local & state laws, ordinances or

contract documents, the most stringent governs.

8. All warranties for fixtures, devices, equipment and gear begin at the date of the Project’s

Substantial Completion.

9. Include low voltage wiring at magnetic hold opens (coordinate with door and hardware suppliers).

10. Wire all duct detectors and coordinate with HVAC contractor.



• Provide all Division 28 Electronic Safety and Security Systems.

• Coordinate with Division 26 for pathways and routing of back boxes, conduits, and means of

support.

• Furnish and install all specialty back-boxes as required by equipment manufacturer not covered

under Division 26 scope of work.

• Included all required demolition of Fire-Alarm components, circuits, etc. as indicated in the design

drawings and as required to complete demolition activities. Coordinate with other trades prior to

and during demolition activates.

• All demolished Fire Alarm components and refuse shall be removed from the site and properly

disposed of as part of this scope of work.

Rev 1__September 2018 Bid Package: Electronic Safety and Security 009.27.02

009.27.02 Electronic Safety and Security (Supply & Install) Exhibit A

• Include any seismic requirements.

• Provide all J-Hooks and miscellaneous cable management for circuits concealed in accessible

ceilings. All conduit and back boxes for where located either (A.) under finished slab or grade or

(B.) concealed in finished walls or inaccessible ceilings are provided by Division 26 Electrical

Contractor.

• All fire rated plywood backboards provided by others.

• Provide and install all access panels and doors required for this scope.


1. None



1. Not applicable

END OF PACKAGE

PROJECT IDENTIFICATION: ADDITIONS AND RENOVATIONSSCHOOL OF THE OSAGE HIGH SCHOOL OSAGE BEACH, MISSOURI

CODE: 2012 INTERNATIONAL BUILDING CODE2012 INTERNATIONAL MECHANICAL CODE2012 UNIFORM PLUMBING CODE2011 NATIONAL ELECTRIC CODE2012 INTERNATIONAL FIRE CODE

OCCUPANCY: E - EDUCATIONAL

PROPOSED USE: TECH ARTS ADDITION AND RENOVATIONS TO EXISTING

CONSTRUCTION TYPE: TYPE 2B - SINGLE STORY

BUILDING HEIGHT: ALLOWABLE: 75', 3-STORYACTUAL: 30', 1-STORY

ALLOWABLE AREA: (TABLE 503 & SECTION 506)

ALLOWABLE AREA = 14,500 SFFRONTAGE INCREASE

[(362/605) - .25] * 30/30 = .35.35 * 14,500 = 5,075 SF

SPRINKLER INCREASE (300%) = 43,500 SFTOTAL ALLOWABLE = 63,075 SF

GROSS BUILDING AREA:EXISTING HIGH SCHOOL: 124,430 SFNEW ADDITIONS: 14,512 SF

AUTOMATIC SPRINKLER SYSTEM:EXISTING BUILDING IS NOT SPRINKLED

NEW ADDITION IS TO BE SPRINKLED

STORAGE ROOM:FIRE SPRINKLER SYSTEM OR (1) HR FIRE BARRIER REQUIRED FOR ROOMS OVER 100SF

(FIRE SYSTEM PROVIDED)

FIRE ALARM & DETECTION SYSTEMS: REQUIRED PER SECTION 907

MAX. TRAVEL DISTANCE FOR EXITS ALLOWED:250 LF, PER 2012 IBC (TABLE 1016.2)

EXIT SEPARATION - MINIMUM SEPARATION IS 1/3 OF THE MAXIMUM DIAGONAL OF THE AREA OF FLOOR MEASURED BETWEEN EXITS PER SECTION 1015.2.1

DESIGN OCCUPANT LOAD (IBC 2012, SECT 1004):TABLE 1004.1.2

BUILDING OCCUPANCY:TOTAL OCCUPANT LOAD OF NEW ADDITION IS 670 OCCUPANTS

PLUMBING FIXTURES:WATER CLOSETS

REQUIRED 14PROVIDED 69

LAVATORIESREQUIRED 14PROVIDED 45

DRINKING FOUNTAINSREQUIRED 7PROVIDED 8

SERVICE SINKREQUIRED 1PROVIDED 7

16168 SF

EXISTING

FIRE AREA

11850 SF

EXISTING

FIRE AREA

10856 SF

EXISTING

FIRE AREA

59491 SF

EXISTING

FIRE AREA

7199 SF

EXISTING

FIRE AREA

12150 SF

NEW FIRE

AREA

3826 SF

EXP.

LOCKER

RM AREA

4300 SF

EXP. KITCH

AREA

3024 SF

EXIST FIRE

AREA

1365 SF

EXIST'G

FIRE AREA

3928 SF

EXP.

LOCKER

RM AREA

SPRINKLERED

NON-SPRINKLEREDNON-SPRINKLERED

NON-SPRINKLERED

NON-SPRINKLERED

NON-SPRINKLERED

SPRINKLERED

NON-SPRINKLERED

* *

EXIST'G 2 HR F.B.

EXIST'G 2 HR F.B. NEW 2 HR F.B.

7551 SF

EXIST FIRE

AREA -

NEW BAND

NON-SPRINKLEREDNON-SPRINKLERED

EX

ITE

XIT

EXIT

EX

ITE

XIT

EX

IT

EXITEXIT

EXIT

EXIT

EXITEXIT

EX

ITE

XIT

EX

IT

EX

ITE

XIT

EXITEXIT

EXIT EXIT EXIT

EX

IT

EX

IT

EXIT

EXIT

EX

IT

EXIT

NON-SPRINKLERED

EXITEXIT

EXIT

11

EXIST'G 2 HR F.B.

NEW 2 HR F.B.

EXIST'G 2 HR F.B.NEW 2 HR F.B.

NEW 2-HR FIRE BARRIER

EXIST'G 2-HR FIRE BARRIER

NEW ADDITIONS AREA

EXISTING BUILDING AREA

JAMES SAPPMICHAEL

NUMBER

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DateProject No. Drawn

Drawing No.

© Copyright 2018 - Sapp Design Associates, Architects, P.C.

Sapp Design Associates Architects, P.C.Missouri State Certificate of Authority #000607

Architect of Record

Michael James Sapp, Architect MO A-5051

In the event the client consents to, allows, authorizes or approves of changes to any plans, specifications or other construction documents, and these changes are not approved in writing by the design professional, the client recognizes that such changes and the results thereof are not the responsibility of the design professional. Therefore, the client agrees to release the design professional from any liability arising from the construction, use or result of such changes. In addition, the client agrees to the fullest extent permitted by law, to indemnify and hold the design professional harmless from any damage, liability or cost (including reasonable attorney's fees and costs of defense) arising from such changes.

The personal seal of the registered Architect or Engineer shall be the legal equivalent of his signature whenever & wherever used, and the owner of the seal shall authenticate this sheet and the specification sections pertaining to this sheet. Responsibility shall be disclaimed for all other plans, specifications, estimates, reports or other documents or instruments relating to or intended to be used for any part or parts of the architectural project.

SPECIAL NOTICES

Author09-06-201817-0923

G200OVERALL CODE PLAN

CODE SUMMARY

HIG

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-IICODE SUMMARY

1" = 30'-0"1

FIRE AREA / CODE PLAN

Revision No. Description Date

1 ADDEND #1 10-3-18

CODE PLAN LEGEND

1

10-3-2018

COACHES

OFFICE

701B

OFFICE

701R

TLT

701M

HALL

701K

EXIST SHWR

701J

COACHES

OFFICE

701F

EXIST TLT

701G

EXIST TLT

701E

EXIST SHWR

701D

DRYING

701C

LAUNDRY

701A

EXISTING BOYS

LOCKER

701H

EXIST TLT

702J

EXIST TLT

702G

EXIST SHWR

702F

MAKEUP AREA

702D

COACHES

OFFICE

702H

EXISTING GIRLS

PE LOCKERS

702K

REFS

702BTLT

702C

EXIST DRYING

702E

EXIST SHWR

702L

HALL

702M

PE STOR

702S

COACH OFFICE

702Q

WEIGHT ROOM

502

J

702P

1

11

22

1

1

2

2

3

44

3

33

5

2

6

5

55

33

4

33

2

2

5

GIRLS PE

LOCKER ROOM

702

77

77

PE STORAGE

701L

TLT

702R

J

701T

2

8

1

9

910

10

7

7

2

22

2

8

8

8

2

2

1

2

8

8

77

7

10

10

7

11

11

7

7

12

12

121212

12

121212

1

1

1212

1

1

1

12

12

1

11D

11D

7B 7C

7D

11C

7A

8

10

11A

10D

11B

11A

1. ALL DASHED LINES INDICATE ITEMS OR PORTIONS OF BUILDING TO BE REMOVED. SEE ALSO FLOOR PLAN, OTHER ARCH PLANS AND MEP DEMO PLANS FOR ADDITIONAL DEMO WORK.

2. CONTRACTOR SHALL INSPECT EXISTING BUILDING AND SITE TO REVIEW EXISTING CONDITIONS PRIOR TO BIDDING. NOTIFY ARCHITECT/ENGINEER MINIMUM 10 DAYS PRIOR TO BIDDING TO CLARIFY ANY DEMOLITION WORK AND EXISTING CONDITIONS.

3. ALL REMOVALS SHALL BE MADE WITH LEAST DAMAGE POSSIBLE TO ADJACENT SURFACES AND ASSEMBLIES. SAWCUT ALL EDGES OF WALL FOR SURFACE REMOVALS.

4. NEW WORK SHALL INCLUDE PATCHING AND PREPPING OF ALL POST-REMOVAL SURFACES FOR A FINISHED EXPOSED SURFACE, OR FOR NEW FINISHES, OR TO MATCH ADJACENT SURFACES, AS CONDITIONS REQUIRE. WORK IS NOT REQUIRED WHERE THE REMOVAL SURFACE IS TO BE CONCEALED, EXCEPT THAT IT SHALL BE LEFT NEAT AND COMPLETE AND SAFE.

5. NEW WORK SHALL INCLUDE ALL PENETRATIONS AS MAY BE NECESSARY FOR DUCTS, PIPING, CONDUITS, ETC. AND ACCORDING TO SAME REQUIREMENTS AS IN NOTES 3 AND 4 ABOVE.

6. SEE ELECTRICAL DEMOLITION DRAWINGS FOR DEMO OF EXISTING ELECTRICAL PANELS, LIGHTING, CEILING FANS, ELECTRICAL DEVISES, WIRING, ETC.

7. REMOVE EXISTING MECHANICAL SYSTEMS INCLUDING HEATING PIPING, FAN COIL UNITS, BOILERS, DUCTWORK, ETC. COMPLETELY -ALSO SEE MECH DEMOLITION DRAWINGS

8. AT BUILDING & SIDEWALK REMOVE ALL PAVEMENT, CONCRETE FLOOR SLAB AND BASE ROCK FOR NEW GRASS AREA - SEE SITE PLAN

9. REMOVE ALL UNUSED OR ABANDONED CONDUIT, PIPING, WIRING, DUCTS, ETC. AT EXISTING CEILING

10. WHERE WALLS BEING REMOVED ARE LOADBEARING PROVIDE TEMPORARY SUPPORT/ SHORING TO MAINTAIN STRUCTURAL INTEGRITY OF STRUCTURE UNTIL LINTELS ARE INSTALLED.IF DURING DEMOLITION IT IS DISCOVERED THAT A WALL INDICATED TO BE REMOVED IS LOAD BEARING OR REMOVAL MAY AFFECT INTEGRITY OF WALL OR STRUCTURE AND NO ADDITIONAL SUPPORTS ARE NOTED OR INDICATED ON DRAWINGS, CONTACT ARCHITECT IMMEDIATELY FOR RESOLUTION BEFORE PROCEEDING WITH WORK.

11. PROVIDE PROTECTION OF EXISTING FINISHES THAT ARE TO REMAIN

12. COMPLETE REMOVAL OF ITEMS OR ASSEMBLIES UNLESS OTHERWISE NOTED. I.E. INCLUDING ALL BRACING, PIPING, CONDUITS, TRIM, ETC.

13. OWNER HAS FIRST RIGHT OF REFUSAL ON DEMOLISHED ITEMS - I.E. DOORS, SEATS, HARDWARE, LIGHTS, CABINETS, ETC.

JAMES SAPPMICHAEL

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Drawing No.



Architect of Record




SPECIAL NOTICES

Author09-06-201817-0923

D102AREA 11 DEMOLITION PLANS

HIG

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DEMOLITION KEYNOTES

1 REMOVE EXISTING WALLS AND DOORS AS INDICATED. PATCH, REPAIR ANDPREP EXISTING FLOOR, WALLS AND CEILINGS AS REQUIRED TO MATCHEXISTING

2 REMOVE EXISTING CMU WALL FOR NEW DOOR & FRAME (OR WINDOW)INSTALLATION. PATCH, REPAIR AND PREP EXISTING WALL & FLOOR ASREQ'D FOR NEW FINISHES TO MATCH EXISTING.

3 REMOVE EXISTING LOCKERS. PATCH, REPAIR AND PREP EXISTING WALLPATCH, REPAIR AND PREP EXISTING WALL & FLOOR AS REQ'D FOR NEWFINISHES TO MATCH EXISTING.AS REQ'D FOR NEW FINISHES TO MATCHEXISTING.

4 REMOVE EXISTING CONCRETE LOCKER BENCH. PATCH, REPAIR AND PREPEXISTING WALL & FLOOR AS REQ'D FOR NEW FINISHES TO MATCH EXISTING.

5 REMOVE EXISTING WATERCLOSET - SEE PLUMBING. PATCH, REPAIR ANDPREP EXISTNG WALL & FLOOR AS REQ'D FOR NEW FINISHES TO MATCHEXISTING.

6 REMOVE EXISTING CMU WALL (AND DOOR IF APPLICABLE) AS INDICATEDFOR NEW OPENING (CUT AT EX'G CMU HEAD JTS). PATCH, REPAIR ANDPREP EXISTNG WALL & FLOOR AS REQ'D FOR NEW FINISHES TO MATCHEXISTING.

7 REMOVE EXISTING DOOR ONLY; SEE DOOR SCHEDULE FOR NEW DOORREPLACEMENT

8 REMOVE EXISTING DOOR, FRAME, ETC. COORDINATE WITH NEWCONSTRUCTION FOR REPAIR OR OTHER MODIFICATION AND/OR REMOVAL.PREP AS NECESSARY.

9 REMOVE EXISTING CABINETS AND CASEWORK (INCLUDING ALL BRACES,BRACKETS, BLOCKING , ETC) AND PREP TO RECIEVE NEW WORK/NEWCONSTRUCTION. SEE MEP & STRUCTURAL DOCUMENTS FOR ADDITIONALSCOPE OF WORK AND REQUIREMENTS

10 REMOVE EXISTING TOILET STALLS, PARTITIONS, DOORS, BRACES,BRACKETS AND PREP AREA TO RECEIVE NEW CONSTRUCTION

11 REMOVE AND REPLACE EXISTING COLUMN SHOWER CURTAIN AND RODAPPARATUS HARDWARE AND DIVIDERS WITH NEW TO MATCH ANDCOMPATIBLE WITH EXISTING COLUMN SHOWER

12 REMOVE EXISTING CEILING COMPLETELY (CEILING GRID AND TILE,SUPPORT WIRES, ETC)

1

KEY PLAN

1/8" = 1'-0"1

AREAS 11D LOCKER ROOM DEMOLITION PLANS

PLAN NORTH

GENERAL DEMOLITION NOTES


1 ADDEND #1 10-3-18

1

1

1

10-3-2018

1. ALL DIMENSIONS INDICATED IN CONTRACT DOCUMENTS ARE FROM FACE OF STUD TO FACE OF STUD FOR INTERIOR PARTITIONS, FACE OF EXISTING STRUCTURE OR FINISH, FACE OF CONCRETE OR BLOCK, OR TO STRUCTURAL LINE, EXCEPT AS NOTED OTHERWISE. EXTERIOR DIMENSIONS ARE TO FACE OF CMU. DIMENSIONS OF EXISTING STRUCTURE, ETC. ARE ± AND SHOULD BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF WORK AND ARCHITECT NOTIFIED OF ANY DISCREPANCIES.

2. SEE GENERAL NOTES ON G100 FOR WORK PERTAINING TO EXISTING CONDITIONS, DIMENSION, ETC.

3. REFER TO DEMOLITION DRAWINGS FOR ADDITIONAL INFORMATION.4. EXISTING LADDER FROM FINISH FLOOR OF ROOM ABOVE EQUIPMENT

REPAIR 402A TO ROOF IS TO REMAIN AS IS.

41' - 3"

29

' -

4"

9

9BUSINESS

109 ENGLISH

107STORAGE

107A

STORAGE

109A

CORRIDOR

920

13

3

14

131313

MB1

TB1

TB1

DRAMA

204

11 12

200

EXIST

8' - 4"

EXIST

DRAMA

STORAGE

205

A7001

131313

TB1

EXISTING MB TO REMAIN. PROTECT DURING CONSTR.

1 2

COT AREA

NEW SMALL FRIG.

4' - 9 3/8" 3' - 0"

ALT ROLL-IN TYPE SHOWER W/O SEAT

4' -

4 7

/8"

8' - 1 5/8"

4' - 11 3/4"

(F-F

OF

GY

P B

D)

4' -

0"

1' -

6 5

/8"

4' -

5 1

/8"

1' -

3"

7' -

8"

7' - 3"

4' -

0"

2' -

10"

1

23

4

5

6

7

8

99

SC

104A

GB1

10 10

P8

P8

P8

104EXIST

NURSE

104

STOR

104B

TOILET

104AST

CAFETERIA/

MULTI-PURPOSE

102

GB1

PTD

M1

SD

P8

P9

13

13

1313

GB2 GB3

21 22

212121

1

1

2

A251

400G

400F

EXIST

400E

400D

1' - 0"

14' - 0"

7' - 9"

6' - 0"

9"

7' - 0"

16' - 1" 11' - 10 5/8" 14' - 0" 14' - 10 1/4" 4' - 0"

1' - 4 1/4"

8' - 8 1/4"

A700

7

A70

0

9

A700

8

BG5

BG5

400A-1400A

400C

7BB

7-H

7-J

7-1

7-1

KITCHEN

400

DISH RETURN

400B

TOILET

400D

OFFICE

400E

RECEIVING

400G

DRY FOOD

400H

LAUNDRY

400F

CONCESSIONS

400C

CAFETERIA/

MULTI-PURPOSE

102

A452 10

A452

9

A452

8

5' -

4"

1' -

6 1

/2"

16

' - 1

"1

2' -

10"

P4

P1

P1

P1

P8

P1

34

' - 3

1/8

"

6' -

0"

FREEZER COOLER

1313

13

13

13

P8P8

P9P8

11

A452

SCRAMBLE

AREA

400A

P1

P1

P1

P1

P1

P8

P8

P8 P8

P1

P1

P8

P1

P1

4' -

0"

3' -

4"

2' -

8"

15

P4

16

FE-3

17

9

10

7/8

"

4' -

4"4' -

3"

13' - 10 13/32" 6' - 8 9/16"

2' -

0"

8' -

0"

8' -

1 1

/2"

135.0

0°

FE-3

A104

3

400B

FE-3

16

20202020

11D

11D

7B 7C

7D

11C

7A

8

10

11A

10D

11B

11A

1' - 3 5/8" 8' - 9 9/16"

1' -

3"

5' -

3"

1' -

6 3

/8"

8' -

0 3

/8"

SD

M3

PTD

GB1

TPD

TPD

GB1

400E

TOILET

400D

2

A251

111' - 8"

STORAGE

2000

P1

P1

P918

2nd FLR

1919

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Architect of Record




SPECIAL NOTICES

Author09-06-201817-0923

A104AREA 11A, 11B AND 11C/7D

FLOOR PLANS

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GENERAL NOTES

KEYNOTES

1 EXISTING BASE & UPPER CABINET TO BE REMOVED AND RETURNED TOOWNER. PATCH, REPAIR AND PREP EXISTING WALL & FLOOR AS REQ'D FORNEW FINISHES TO MATCH EXISTING.

2 CUT NEW NARROW LITE OPENING INTO EXIST'G SC WOOD DOOR.

3 EXISTING DOOR TO REMAIN

4 EXISTING ELECTRICAL PANELS TO REMAIN

5 RELOCATE EXISTING ELECTRICAL PANELS - SEE ELECTRICAL

6 NEW OPENING IN EXISTING CMU WALL. PATCH, REPAIR AND PREP EXIST'GWALL & FLOOR AS REQ'D FOR NEW FINISHES TO MATCH EXISTING. EXACTLOCATION OF OPENING DEPENDS ON ELECT PANEL RELOCATION

7 EXISTING BASE AND UPPER CABINETS TO REMAIN

8 EQUIPMENT - BY OWNER

9 NEW STAFF LOCKERS; 12" X 12" 2-TIER LOCKERS TYPE 2, SEE SPEC.PROVIDE WITH SLOPED TOPS AND FILLER PANELS AT CORNER/ENDS. SEE.SPECS/SCHEDULE

10 NEW CUBICAL CURTAINS & CEILING MTD TRACKS - SEE SPECS

11 REMOVE EXISTING DOOR AND HM FRAME

12 REMOVE EXISTING CMU WALL FOR NEW DOOR & FRAME (OR WINDOW)INSTALLATION. PATCH, REPAIR AND PREP EXISTING WALL & FLOOR ASREQ'D FOR NEW FINISHES TO MATCH EXISTING.

13 EXISTING MAS. WALL TO REMAIN; PROTECT DURING CONSTRUCTION

14 REMOVE EXISTING STAGE; PATCH, REPAIR EXISTING FLOORING TO MATCHEXISTING

15 REMOVE EXISTING CMU FOR NEW PASS THRU OPENING; OPENING TO BE32"W. X 16" H. WITH SILL 40" A.F.F.

16 ADD NEW COLUMN & PROTECT EXISTING COLUMN; SEE STRUCTURAL

17 REMOVE EXISTING DOOR AND FRAME AND INFILL EXISTING OPENING WITHCMU - PAINT. TOOTH NEW CMU INTO EXISTING CMU WALL FOR SEAMLESSTRANSITION.

18 REMOVE EXISTING GUARDRAIL THIS SIDE OF WALL PERMANENTLY ANDHANDRAIL AS REQUIRED TO INSTALL NEW GYP BD AND METAL STUD WALL.

19 NEW COLUMN & BEAM BELOW; SEE STRUCTURAL

20 FLOAT AND LEVEL EXISTING FLOOR SLAB WITH LEVELING AND PATCHINGCOMPOUND AS REQ'D AFTER REMOVAL OF EXISTING QUARRY TILE. MATCHLEVEL OF EXISTING ADJACENT REMAINING TERRAZZO FLOOR INPREPARATION FOR NEW QUARRY TILE FLOORING INSTALLATION

21 REMOVE EXISTING CEILING COMPLETELY (CEILING GRID AND TILE,SUPPORT WIRES, ETC)

22 REMOVE EXISTING FLOOR FINISHES AND PREP FOR NEW FINISHINSTALLATION

1

KEY PLAN

1/8" = 1'-0"2 AREA 11A BUSINESS RENO PLAN

1/8" = 1'-0"1 AREA 11A SPEECH DRAMA RENO PLAN

1/4" = 1'-0"4 AREA 11B NURSE RENO PLAN

1/8" = 1'-0"5 AREA 11C KITCHEN FLOOR PLAN

PLAN NORTHPLAN NORTH

PLAN NORTH

PLAN NORTH

SEE 1/A106 FOR KITCHEN EQUIPMENT PLAN

1/4" = 1'-0"3 ENLARGED FLOOR PLAN

PLAN NORTH

1/8" = 1'-0"6 PARTIAL SECOND FLOOR PLAN

PLAN NORTH


1 ADDEND #1 10-3-18

NOTE:SEE EQUIPMENT SCHEDULE ON SHEET A106 FOR TAGGED EQUIPMENT.

NOTE:SEE PARTITION TYPES SCHEDULE ON SHEET A101 FOR PARTITION TYPES.

1

10-3-2018

1/4" / 1'-0"

3

A251

7B1 7B2

7BB

1

1

1/4

"/F

T1/4

"/F

T1/4

"/F

T1/4

"/F

T

1/4" / 1'-0"

6

77

TYP

7BA

10

10

12

2

22

3

A109

2

A250

2

A250

1

A250

10

A306

4

A301

1

A251

3

A301

2

A302

5

A301

2

A303

1

A303

7-A

7-B

7-C

7-D

7-E

7-F

7-G

7-H

7-J

7-107-7

7-6

7-27-1

2

3

3

4

5

4

4

4

1/4

" / 1

'-0

"

1/ 4

" / 1'- 0

"

1/4

" / 1

'-0

"

3/8" / 1'-0"1/2" / 1'-0"

1/2" / 1'-0"

1/4

" / 1

'-0

"1

/4"

/ 1

'-0

"

3/8" / 1'-0"

3/8" / 1'-0"3

/8"

/ 1'-0"

1/2" / 1'-0"

1/2

" / 1

'-0

"

1/4" / 1'-0" 1/2

" / 1

'-0

"

1/4" / 1'-0"

1/2

" / 1

'-0

"

1/4" / 1'-0" 1/2

" / 1

'-0

"

1/4" / 1'-0"

1/2

" / 1

'-0

"

1/4" / 1'-0" 1/2

" / 1

'-0

"1

/2"

/ 1

'-0

" 1/4" / 1'-0"1/4" / 1'-0" 1

/2"

/ 1

'-0

"1

/2"

/ 1

'-0

"

1/4" / 1'-0" 1/4" / 1'-0"

1/4" / 1'-0"

1/2

" / 1

'-0

"

3/8" / 1'-0"

3/8" / 1'-0"1/2" / 1'-0"

1/4

" / 1

'-0

"

3/8" / 1'-0"

1/2

" / 1'-0"

1/2" / 1'-0"

1/4

" / 1

'-0

"

1/4" / 1'-0"

1/4

" / 1

'-0

"

1/4

" / 1

'-0

"

6

3 3

67

4

7

EXISTING PARAPET TO REMAIN

EXISTING PARAPETTO REMAIN

EXISTING ROOF TO REMAIN

EXISTING PARAPET TO REMAIN

EXISTING ROOF TO REMAIN

3

A303

8

9

7BA 7BA

1/4" / 1'-0"

3

A300

10

10

10

11

2

2

2

22

2

2

22

2

2

13

14

14

14

1414

44

5

4

1010101010

22

2

2

2

2

2

2

15

11D

11D

7B7C

7D

11C

7A

8

10

11A

10D

11B

11A

7B1

1' -

6"

X 1

6"

W.

8"

H.

2"

10"

6"

1"

X 1'-6" W.

1' - 0" D.

PREFIN METAL SCUPPER AND CONDUCTOR HEAD

SEALANT

LAP AND SEAL TO METAL AS PER ROOFING MANUF RECOMMENDATIONS

5" X 5" PREFIN DOWNSPOUT

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Drawing No.



Architect of Record




SPECIAL NOTICES

Author09-06-201817-0923

A109ROOF PLAN

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1 PREFINISHED LEADER HEAD WITH 5"X5" PREFINISHED DOWNSPOUTS INTOSTORMWATER DRAIN PIPE SYSTEM

2 RTU, EXHAUST FAN, ROOF VENT, ETC - SEE MECHANICAL

3 ROOF DRAIN - SEE PLUMBING (TYPICAL AS SHOWN/INDICATED)

4 PREFINISHED METAL PARAPET CAP OR ROOF EDGE TRIM

5 PREFINISHED SEAMLESS SHEET METAL GUTTER

6 ROOF SYSTEM OVER TAPERED INSUL - SEE SPEC

7 ROOFING SYSTEM ON RIGID INSUL - SEE SPEC

8 ROOF HATCH WITH CRICKET ON HIGH SIDE

9 NEW CHAIN LINK FENCE

10 Existing downspout to remain, cut off at new roof and provide perforated metal splashpan.

11 RETAINING WALL BELOW (AT GRADE LEVEL)

12 WALK PAD - SEE SPEC

13 SCREEN WALL BELOW

14 WALK PADS, SEE SPECIFICATIONS

15

ROOF PLAN KEYNOTES1

1/8" = 1'-0"1

ROOF PLAN - 7B

PLAN NORTH

KEY PLAN

1/8" = 1'-0"2

ROOF PLAN - 7A

PLAN NORTH


1 ADDEND #1 10-3-18

1 1/2" = 1'-0"3

SCUPPER DETAIL

1

10-3-2018

FINISH FLOORELEV VARIES -SEE PLANS

FSC WOOD/

HOLLOW METAL

FGSC WOOD/GLASS

GL-1

OHCSTAINLESS STEEL

(OVERHEAD COILING)

AL2ALUM & GLASS

NOTE: SOME OVERHEAD COILING DOORS EXTEND TO THE FLOOR OTHERS TO THE COUNTERTOP

OHS-1INSULATED/STEEL

(OVERHEAD SECTIONAL)


NOTE: FOR LOUVER LOCATIONS - SEE DOOR SCHEDULE

NSC WOOD

GL-1

1 2HOLLOW METAL HOLLOW METAL


3HOLLOW METAL

GL-1

SE

E S

CH

ED

ULE

4"

2"

SCHED

SEE 2' - 0" 2"

3' -

4"

4' -

0"

4HOLLOW METAL

SE

E S

CH

ED

ULE

4"

SCHED

SEE 3' - 0"

SE

E S

CH

ED

ULE

4"

2"

SCHED

SEE 2"

SE

E S

CH

ED

ULE

2"

2"

SCHED

SEE 2"

MIN

18"

12" MIN

PULL SIDE

PUSH SIDE

GL-1 = 1/4" FULLY TEMPERED GLASS GL-2 = 1" INSUL SAFETY GLASS (TINTED)GL-3 = 3/8" FULLY TEMPERED GLASS

1. ALL GLAZING FOR EXTERIOR FRAMES & DOORS SHALL BE INSULATED.

2. PATCH, REPAIR AND PREP EXISTING WALL AND FLOOR AS REQ'D FOR NEW FINISHES TO MATCH EXISTING.

3. REMOVE & REPLACE EXISTING DOOR. PAINT EXISTING DOOR FRAME.

4. CUT IN NEW 5" X 20" NARROW LITE INTO EXISTING SC WOOD DOOR. INSTALL NEW GLAZING GL1 IN NEW LIGHT OPENING

AL = ALUM DOOR OR FRAMEFRP = FIBERGLASS REINFORCED POLYESTERHM = HOLLOW METAL DOOR OR FRAMEWD = SOLID CORE WOOD DOOR OR FRAME

F1 = PAINTEDF2 = STAINEDF3 = PREFINISHED - CLEAN & PROTECT

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Drawing No.



Architect of Record




SPECIAL NOTICES

Author09-06-201817-0923

A400DOOR SCHEDULE &

ELEVATIONS

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DOOR NO.

DOOR FRAME

RATING COMMENTSCONFIG WIDTH HEIGHT THICK ELEV MATL ELEV MATL

DETAIL

HEAD JAMB SILL

104 SINGLE 3' - 0" 7' - 0" 1 3/4" N EXIST EXISTING EXISTING N.A. N.A. N.A. 20 MIN SEE GENERAL NOTE 4 THIS SHEET

104A SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 8/A402 9/A402 N.A.

200 PAIR 8' - 0" 8' - 0" 1 3/4" F WD/F2 1 HM/F1 3/A402 4/A402 N.A. 20 MIN SEE GENERAL NOTE 2 THIS DWG


206B SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 10/A402 11/A402 N.A.

206C SINGLE 4' - 0" 8' - 9" 1 3/4" F WD/F2 2 HM/F1 8/A402 9/A402 N.A.

206D PAIR 8' - 0" 8' - 0" 1 3/4" F WD/F2 1 HM/F1 3/A402 4/A402 N.A. 1 1/2 HR SEE GENERAL NOTE 2 THIS DWG

206E 6' - 2 1/2" 6' - 2 7/8" SS/F3 N.A. SS/F3 5/A402 6/A402 7/A402

206F 12' - 10 1/2" 6' - 2 7/8" SS/F3 N.A. SS/F3 5/A402 6/A402 7/A402

207 PAIR 7' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 3/A402 4/A402 N.A. 1 1/2 HR SEE GENERAL NOTE 2 THIS DWG

400A 14' - 0" 8' - 8" Operator : OHC SS/F3 N.A. SS/F3 20/A402 1/A403 N.A. 1 1/2 HR DOOR ELEV. OHC

400A-1 14' - 0" 8' - 8" Operator : OHC SS/F3 N.A. SS/F3 20/A402 1/A403 N.A. 1 1/2 HR DOOR ELEV. OHC

400B 6' - 0" 5' - 8" Operator : OHC SS/F3 N.A. SS/F3 20/A402 1/A403 1 1/2 HR DOOR ELEV. OHC

400C 8' - 0" 4' - 9" Operator : OHC SS/F3 N.A. SS/F3 20/A402 1/A403 1 1/2 HR DOOR ELEV. OHC

400D SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 8/A402 9/A402 N.A.

400E SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 1/A402 2/A402 N.A.

400F SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 8/A402 16/A402 N.A.

400G SINGLE 4' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 1/A402 2/A402 N.A. 1 1/2 HR

401C PAIR 6' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 3/A402 4/A402 N.A. 1 1/2 HR NEW DOOR AND FRAME IN EXISTING MAS. OPENING

402 SINGLE 4' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 1/A402 2/A402 N.A. 1 1/2 HR PROVIDE SOUND SEALS-SEE HARDWARE SCHEDULE

402-1 SINGLE 4' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 1/A402 2/A402 N.A. 1 1/2 HR PROVIDE SOUND SEALS-SEE HARDWARE SCHEDULE

402A SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 N.A. EXISTING N.A. N.A. N.A. SEE GENERAL NOTE 3 THIS DWG

402B PAIR 6' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 10/A402 11/A402 N.A. PROVIDE SOUND SEALS-SEE HARDWARE SCHEDULE

402C PAIR 6' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 3/A402 4/A402 N.A. SEE GENERAL NOTE 2 THIS DWG

402D SINGLE 4' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 1/A402 2/A402 N.A.

402E PAIR 7' - 0" 8' - 4" 1 3/4" F IHM/F1 1 HM/F1 12/A402 13/A402 14/A402

402F SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 8/A402 9/A402 N.A.

402G SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 8/A402 9/A402 N.A.

402H SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 3/A402 4/A402 N.A.

402J SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 8/A402 9/A402 N.A.

402K SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 EXISTING EXISTING N.A. N.A. N.A. SEE GENERAL NOTE 3 THIS DWG

402L PAIR 6' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 3/A402 4/A402 N.A.

402M PAIR 6' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 3/A402 4/A402 N.A. SEE GENERAL NOTE 2 THIS DWG

701 SINGLE 3' - 0" 7' - 2" 1 3/4" F WD/F2 EXISTING EXISTING N.A. N.A. N.A. 1 1/2 HR SEE GENERAL NOTE 3 THIS DWG

701A SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 3/A402 4/A402 N.A. 1 1/2 HR SEE GENERAL NOTE 2 THIS DWG

701B SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 EXISTING EXISTING N.A. N.A. N.A. SEE GENERAL NOTE 3 THIS DWG

701C SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 EXISTING EXISTING N.A. N.A. N.A. SEE GENERAL NOTE 3 THIS DWG

701D SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 EXISTING EXISTING N.A. N.A. N.A. SEE GENERAL NOTE 3 THIS DWG

701E SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 EXISTING EXISTING N.A. N.A. N.A. SEE GENERAL NOTE 3 THIS DWG

701F SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 EXISTING EXISTING N.A. N.A. N.A. SEE GENERAL NOTE 3 THIS DWG

701G SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 EXISTING EXISTING N.A. N.A. N.A. SEE GENERAL NOTE 3 THIS DWG

701H SINGLE 3' - 0" 7' - 2" 1 3/4" F WD/F2 EXISTING EXISTING N.A. N.A. N.A. 1 1/2 HR SEE GENERAL NOTE 3 THIS DWG

701J SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 3 HM/F1 8/A402 9/A402 N.A.

701K SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 1/A402 2/A402 N.A.

702 SINGLE 3' - 0" 7' - 2" 1 3/4" F WD/F2 EXISTING EXISTING N.A. N.A. N.A. 1 1/2 HR SEE GENERAL NOTE 3 THIS DWG

702B SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 3/A402 4/A402 N.A. 1 1/2 HR SEE GENERAL NOTE 2 THIS DWG

702C SINGLE 2' - 8" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 3/A402 4/A402 N.A. SEE GENERAL NOTE 2 THIS DWG

702D SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 3/A402 4/A402 N.A. SEE GENERAL NOTE 2 THIS DWG

702E SINGLE 3' - 0" 7' - 2" 1 3/4" F WD/F2 EXISTING EXISTING N.A. N.A. N.A. 1 1/2 HR SEE GENERAL NOTE 3 THIS DWG

702F SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 EXISTING EXISTING N.A. N.A. N.A. SEE GENERAL NOTE 3 THIS DWG

702G SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 EXISTING EXISTING N.A. N.A. N.A. SEE GENERAL NOTE 3 THIS DWG

702H SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 3/A402 4/A402 N.A.

702L SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 1/A402 2/A402 N.A. 1 1/2 HR

800 PAIR 6' - 0" 7' - 0" AL2 AL/F3 SF15 AL/F3 2/A302 8/A404 2/A302

800A PAIR 6' - 0" 7' - 0" AL2 AL/F3 SF6 AL/F3 2/A302 4/A404 2/A302

801 SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 8/A402 2/A402 N.A.

801A PAIR 6' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 1/A402 2/A402 N.A.


801C SINGLE 3' - 0" 7' - 0" 1 3/4" FG WD/F2 1 HM/F1 1/A402 2/A402 N.A.


802A SINGLE 3' - 6" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 8/A402 9/A402 N.A. PROVIDE 18"X18" LOUVER IN DOOR

802B SINGLE 3' - 0" 7' - 0" 1 3/4" FG WD/F2 1 HM/F1 8/A402 9/A402 N.A.







805 SINGLE 3' - 0" 7' - 0" 1 3/4" F HM/F1 1 HM/F1 1/A402 2/A402 N.A.

805A SINGLE 3' - 0" 7' - 0" 1 3/4" F IHM/F1 1 HM/F1 17/A402 18/A402 19/A402

805B 12' - 0" 10' - 0" 1 1/2" N.A. N.A. N.A.

805C PAIR 7' - 0" 7' - 0" 1 3/4" F HM/F1 1 HM/F1 1/A402 2/A402 N.A. 1 1/2 HR

805D 12' - 0" 10' - 0" 1 1/2" N.A. N.A. N.A.

805E SINGLE 3' - 0" 7' - 0" 1 3/4" F WD/F2 1 HM/F1 1/A402 2/A402 N.A.

806 SINGLE 3' - 0" 7' - 0" 1 3/4" F IHM/F1 1 HM/F1 17/A402 18/A402 19/A402

806A 12' - 0" 10' - 0" 1 1/2" N.A. N.A.

806B 10' - 0" 10' - 0" 1 1/2" N.A. N.A.

806C SINGLE 3' - 0" 7' - 0" 1 3/4" F HM/F1 1 HM/F1 1/A402 2/A402 N.A.

806E PAIR 6' - 0" 7' - 0" 1 3/4" F HM/F1 1 HM/F1 1/A402 2/A402 N.A. PROVIDE 18"X18" LOUVER IN DOOR LEAVES

DOOR SCHEDULE

DOOR FRAME ELEVATIONS

DOOR ELEVATIONS

GENERAL NOTES REQUIRED DOOR CLEARANCES DOOR AND FRAME FINISH LEGEND GLAZING SCHEDULE

OHS-2

OHS-1

OHS-1

--

--

--

--

--

--

--

--

--

--

--

OHS-1--

OHS-2STEEL/GLASS

(OVERHEAD SECTIONAL)


1 ADDEND #1 10-3-18

1 1/2 HR

1 1/2 HR

1 1/2 HR

1 1/2 HR

1

10-3-2018

C1: 2x2 SUSPENDED ACOUSTICAL TILE CEILING (SQUARE EDGE) - SEE SPEC

C2: 2X2 PERFORATED (PLASTIC FINISH) - SEE SPEC

C3: PAINTED GYP BD HEADER, SOFFIT, BULKHEAD, OR CEILING

C4: NO CEILING - EXPOSED STRUCTURE PAINTED WHITE

C5: PYRAMIDAL ACOUSTICAL DIFFUSER PANELS - SEE SPEC

C6: BOTTOM OF STEEL BEAM LINTEL OR STEEL BEARING PLATE (PAINT)

ROOM NAME

101

C1/9'-0"

C3 10'-10"

ROOM NAME

ROOM NUMBER

CEILING HEIGHT

CEILING FINISH

CEILING HEIGHT

CEILING FINISH

NOTE:SEE BUILDING SECTIONS AND INTERIOR ELEVATIONS

1. COORDINATE REFLECTED CEILING PLAN WITH LIGHTING AND MECHANICAL PLANS FOR LIGHT FIXTURE PLACEMENT AND DIFFUSER PLACEMENT. IF DISCREPANCIES OCCUR CONTACT ARCHITECT FOR RESOLUTION. REFER TO FIRE PROTECTION DRAWINGS FOR SPRINKLER HEAD LOCATIONS. SPRINKLER HEADS SHALL BE LOCATED A MINIMUM OF 6" FROM CEILING GRID. COORDINATE LOCATIONS WITH LIGHTS AND DIFFUSERS - LIGHT FIXTURE LOCATION SHALL PREVAIL.

2. DRAWINGS ARE NOT TO BE SCALED. DIMENSIONAL DATA SHALL BE OBTAINED FROM WRITTEN INFORMATION ONLY. VERIFY ALL DIMENSIONS BEFORE PROCEEDING, ANY DIMENSIONAL DEVIATION FROM THAT SHOWN ON THE DRAWINGS, WHICH MAY AFFECT INTENT OF DESIGN OR PROPER INCORPORATION OF ELEMENTS, SHALL BE BROUGHT TO THE ARCHITECTS ATTENTION PROMPTLY AND RESOLUTION OBTAINED BEFORE PROCEEDING.

3. ALL DIMENSIONS INDICATED IN CONTRACT DOCUMENTS ARE FROM FACE OF STUD TO FACE OF STUD FOR INTERIOR PARTITIONS, FACE OF EXISTING STRUCTURE OR FINISH, FACE OF CONCRETE OR BLOCK, OR TO STRUCTURAL LINE, EXCEPT AS NOTED OTHERWISE. EXTERIOR DIMENSIONS ARE TO FACE OF BRICK OR FACE OF EIFS. DIMENSIONS OF EXISTING STRUCTURE, ETC. ARE ± AND SHOULD BE FIELD VERIFIED PRIOR TO COMMENCEMENT OF WORK AND ARCHITECT NOTIFIED OF ANY DISCREPANCIES. PROVIDE SOLID BLOCKING AS REQUIRED TO INSTALL EQUIPMENT, MILLWORK, ETC.

4. CONTRACTOR SHALL COORDINATE ALL MECHANICAL, ELECT. & PLUMBING WORK AND PROVIDE ALL NECESSARY CONSTRUCTION TO FACILITATE SAID WORK INCLUDING, BUT NOT LIMITED TO ROUGH OPENINGS, EQUIPMENT SUPPORTS, BACKING AND COORDINATION OF FINISH WORK, WHETHER OR NOT SPECIFICALLY INDICATED ON CONTRACT DOCUMENTS.

2'-0" x 4'-0" LAY-IN LIGHT FIXTURE (SEE ELECTRICAL PLANS)


RECESSED CAN LIGHT FIXTURE (SEE ELECTRICAL PLANS)

4'-0" OR 8'-0" PENDANT OR SURF MTD. LIGHT FIXTURE (SEE ELECTRICAL PLANS)

SUPPLY DIFFUSER (SEE MECHANICAL PLANS)

RETURN AIR GRILLE (SEE MECHANICAL PLANS)


4'-0" OR 8'-0" RECESSED LIGHT FIXTURE (SEE ELECTRICAL PLANS)

EXISTING GIRLS

PE LOCKERS

702K

C2/9'-0"

COACHES

OFFICE

702H

C1/9-0"

EXIST TLT

702J

C2/9'-0"

EXIST SHWR

702L

C2/9'-0"

HALL

702M

C2/9'-0"

PE STOR

702S

COACH OFFICE

702Q

GIRLS VARSITY

LOCKER ROOM

702T

C2/9'-0"

EXIST TLT

702G

C2/9'-0"

EXIST SHWR

702F

C2/9'-0"

EXIST DRYING

702E

C2/9'-0"

MAKEUP AREA

702D

C2/9'-0"

GIRLS PE

LOCKER ROOM

702

C2/9'-0"

REFS

702B

C1/9'-0"

TLT

702C

EXIST

LAUNDRY

701A

C4

COACHES

OFFICE

701B

C1/9'0"

EXISTING BOYS

LOCKER

701

C4

DRYING

701C

C4

EXIST SHWR

701D

C4

EXIST TLT

701E

C4

COACHES

OFFICE

701F

C1/9'-0"

EXIST TLT

701G

C4

EXISTING BOYS

LOCKER

701H

C4

EXIST SHWR

701J

C4

HALL

701K

C4

OFFICE

701R

TLT

701M

COACHES

OFFICE

701P

C2/9'-0"

STOR

701Q

C2/9'-0"

VARSITY

LOCKER RM

701N

C2/9'-0"

EXISTING GYM

700

J

702P

TLT

702U

C2/9'-0"

VEST

701S

C4

VEST

701U

C4

VEST

702N

C4

VEST

702A

C4

PE STORAGE

701L

TLT

702RJ

701T

NO WORK THIS AREA

1

1

1

1

1

1

1

1

1

1

2

2

2

1

2

2

1

2

1

11D

11D

7B 7C

7D

11C

7A

8

10

11A

10D

11B

11A

JAMES SAPPMICHAEL

NUMBER

A-5051

ST

ATE

OF M I SSO

UR

I

RE

GI S

T E R E D A RCH

I TE

CT


Drawing No.



Architect of Record




SPECIAL NOTICES

Author09-06-201817-0923

A605AREA 11D/7B AND 11D/7C

REFLECTED CEILING PLANS

HIG

H S

CH

OO

L6

36 M

O-4

2O

SA

GE

BE

AC

H, M

ISS

OU

RI 65065

CA

MD

EN

CO

UN

TY

RE

NO

VA

TIO

NS

AN

D A

DD

ITIO

NS

TO

SC

HO

OL O

F T

HE

OS

AG

E R

-II

GENERAL NOTES

KEYNOTES

CEILING TYPES

REFLECTED CEILING LEGEND

1

1 EXIST EXPOSED CONC DECK CEILING - REPAINTED

2 EXISTING SUSPENDED ACOUST TILE CEILING

1/8" = 1'-0"1

AREA 11D/7B &11D/7C REFLECTED CEILING PLAN

KEY PLAN

PLAN NORTH


1 ADDEND #1 10-3-18

10-3-2018

24x60

24x60

24x48

0202 676704 04 04 04

A7012

A701

3

A7014

A700

17

A700

18

A700

19

A700

20

A701

1

A700

16

METAL LAB

806SC B1PT1

ART STOR

803B

VCT1B1PT1

WOOD STOR

805ASC B1PT1

WOOD LAB

805SC B1PT1

MU STOR

801A

VCT1B1PT1

KILN RM

802A

VCT1B1PT1

ART STORAGE

803A

VCT1B1PT1

ART 3D

802VCT1B1PT1

CORRIDOR

800VCT1B1PT1

ART 2D

803VCT1B1PT1

MULTI-USE LAB

801VCT1B1PT1

CAD LAB

804

VCT1B1PT1

OFFICE

804AVCT1B1PT1

A450

4

A4507

A450

6

A450 5

A45011

A450

8

A450

10

A450 9A45015

A450

12

A450 13

A450

14

A451

1

A451 2

A451

3

A4514

A450

16

A450 17

A450

18

A45019

A451

7

A4518

A451

5

A451 6

A450 3

A450

2

1

3

A303

A200

5

1

VCT2VCT3

PAINT HARD LID TOMATCH ACCENT PT3

PAINT HARD LID TO MATCH ACCENT PT3

PAINT HARD LIDTO MATCH ACCENT PT3

VCT4VCT4

VC

T4

1

2

1 11111

1

1

1

1

2

1. ALL GROUT JOINTS AT PORCELAIN TILE FLOORS AND WALLS TO BE 3mm AS RECOMMENDED BY MFR. APPLY GROUT SEALER TO ALL JOINTS. REFER TO MFR.'S INSTRUCTIONS FOR SETTING TIME, APPLICATION, AND TYPE OF PRODUCT RECOMMENDED.

2. AT TILE, PROVIDE EXPANSION JOINTS AS RECOMMENDED BY MANUFACTURER WITH SEALANT TO MATCH GROUT COLOR.

3. CONTRACTOR SHALL INQUIRE TO ARCHITECT FOR ANY AREAS WITH MISSING INFORMATION, OR WHERE FLOOR MATERIAL IS NOT INDICATED, PRIOR TO BIDDING. IN ALL CASES, ALL SPACES SHALL RECEIVE FINISHES, THE DEFAULT POSITION SHALL BE; SC / B2 / P1

4. THE FLOORING PATTERNS SHOWN ARE PARTIALLY DIAGRAMMATIC. CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TO SIZES AND LOCATIONS OF ACCENT SQUARES, CIRCLES, AND PATTERN FEATURES TO MEET TILE GRID LINES, EXCEPT WHERE SPECIFICALLY ALIGNED OR DIMENSIONED. DRAWINGS MAY BE SCALED IF NECESSARY TO DETERMINE SIZE OR LOCATION OF FEATURES NOT DIMENSIONED. CONTRACTOR MAY SHIFT GRID LINES TO AVOID SMALL PIECES AT WALL EDGES, EXCEPT WHERE LARGER COMMON AREA PATTERNS EXTEND INTO ROOMS. PATTERNS OR ACCENT ELEMENTS INDICATED TO ALIGN WITH EDGES OR CENTER LINES MUST DO SO, AND MAY REQUIRE CUTTING INTO THE GRID PATTERN TO ACHIEVE THE LAYOUT

5. DRAWINGS MAY SHOW MATERIAL GRID LINES (JOINT LINES), IN SOME AREAS FOR CLARITY AND TO LOCATE ACCENT SQUARES ETC. OTHER AREAS MAY NOT SHOW GRID LINES, BUT ARE INTENDED TO BE SIMILAR AND GENERALLY BASED ON REGULAR GRID LAYOUTS

6. LARGE SCALE CHECKER PATTERNS, AND OTHER REPEATED PATTERNS MAY NOT SHOW COLOR NUMBER FOR EVERY PIECE OF THE PATTERN. CONTRACTOR SHALL COMPLETE THE PATTERN WITH APPROPRIATE COLOR(S) AS ESTABLISHED BY THE GIVEN PATTERN.

7. PROVIDE A TRANSITION STRIP AT ALL EDGES OF DISSIMILAR MATERIALS, E.G. TILE TO CARPET, TILE TO SEALED CONCRETE. COLOR AND PROFILE BY ARCHITECT. SEE COLOR SCHEDULE DOCUMENT, AND/OR SUBMIT PRODUCT SAMPLES FOR ARCHITECT'S SELECTION.

11D

11D

7B 7C

7D

11C

7A

8

10

11A

10D

11B

11A

CPT1

VCT1, VCT2, VCT3

MAROON VCT4

ROOM NAME & NUMBER - UPPER NUMBER INDICATES ROOM NUMBER

ROOM NAME

101CPT2B2P12

FLOOR FINISH

BASE

WALL FINISH

JAMES SAPPMICHAEL

NUMBER

A-5051

ST

ATE

OF M I SSO

UR

I

RE

GI S

T E R E D A RCH

I TE

CT


Drawing No.



Architect of Record




SPECIAL NOTICES

Author09-06-201817-0923

A801AREA 7 FINISH PLAN

HIG

H S

CH

OO

L6

36 M

O-4

2O

SA

GE

BE

AC

H, M

ISS

OU

RI 65065

CA

MD

EN

CO

UN

TY

RE

NO

VA

TIO

NS

AN

D A

DD

ITIO

NS

TO

SC

HO

OL O

F T

HE

OS

AG

E R

-II

1/8" = 1'-0"1 AREA 7A TECH ARTS ADDITION FINISH FLOOR PLAN

PLAN NORTH

GENERAL NOTES

FINISH TYPESFINISH LEGEND

INSTALL ALL PRODUCTS PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

CARPET

CPT1: (CARPET TILE) MANUFACTURER: J+J INVISION, PATTERN: INCOGNITO MODULAR 7069, COLOR: OPERATIVE 1837, SIZE: 24" X 24" TILE, INSTALLATION: MONOLITHICCPT2: (BROADLOOM) MANUFACTURER: SHAW, PATTERN: ESCAPE ULTRALOC 5A242, COLOR: PEAK 15506, SIZE: BROADLOOM

SC: SEALED CONCRETE

VCT

VCT1: (VINYL COMPOSITION TILE) MANUFACTURER: JOHNSONITE, STYLE: AZROCK COLLECTION/TEXTILE VCT, COLOR: V-280 RAW SILK, SIZE: 12" X 24" TILEVCT2: (VINYL COMPOSITION TILE) MANUFACTURER: JOHNSONITE, STYLE: AZROCK COLLECTION/TEXTILE VCT, COLOR: V-290 FUR, SIZE: 12" X 24" TILEVCT3: (VINYL COMPOSITION TILE) MANUFACTURER: JOHNSONITE, STYLE: AZROCK COLLECTION/TEXTILE VCT, COLOR: V-289 BERBER GREY, SIZE: 12" X 24" TILEVCT4: MATCH EXISTING MAROON VCT

WALL BASE

B1: (4" RUBBER WALL BASE) MANUFACTURER: JOHNSONITE, COLOR: #29 MOONROCK

PAINT

PT1-3: PAINT COLORS SHALL BE SHERWIN WILLIAMS, EGGSHELL U.N.O

PT1: FIELD COLOR (DISTRICT STANDARD) SW7015 REPOSE GRAYPT2: ACCENT COLOR (DISTRICT STANDARD) SW7014 EIDER WHITEPT3: ACCENT COLOR (DISTRICT STANDARD) CUSTOM TEX A&M AGGIE MAROON

VENEERED WOOD WALL PANELS

VWP: (VENEER WALL PANEL) MANUFACTURER: DOOGE VENEERS, SPECIES: FUMED RIFT WHITE EURO OAK; RIFT CUT; LOG# 53985-1 OR EQUIVALENT AS MAY BE SELECTED BY OWNER

LAMINATE

PLAM1: (PLASTIC LAMINATE) MANUFACTURER: FORMICA, PATTERN: SILVER RIFTWOOD 6413, FINISH: TBDPLAM2: (PLASTIC LAMINATE) MANUFACTURER: FORMICA, PATTERN: NEO CLOUD- 6314-58PLAM3: (PLASTIC LAMINATE) MANUFACTURER: FORMICA, PATTERN: GRAHPITE VEIL M5391

PORCELAIN TILE

PRT1: (PORCELAIN TILE) MANUFACTURER: ATLAS CONCORDE USA, STYLE: FRAY, COLOR: GRAY; SIZE: 12" X 24", INSTALLATION: TBD

QUARRY TILE

QT1: (QUARRY TILE) MANUFACTURER: DALTILE, STYLE: QUARRY TILE, COLOR: ARID GRAY, SIZE: 6" X 6", INSTALLATION TBDQT1: (COVE BASE) MANUFACTURER: DALTILE, STYLE: QUARRY TILE, COLOR: ARID GRAY, SIZE: 6" X 6"

EPOXY

EPX1: (DECORATIVE FLAKE SYSTEM) MANUFACTURER: TENNANT, STYLE: 1/4" FLAKE BLEND, COLOR: ANTIQUE REDWOOD

SOLID SURFACE

SS1: (SOLID SURFACE) MANUFACTURER: CORIAN, COLOR: RAINCLOUDSS2: (SOLID SURFACE) MANUFACTURER: WILSONART, COLOR: DESIGNER WHITE D354SL, NOTE: USE ON TRANSACTION

SURFACE AT CONCESSIONS ONLY

EX: EXISTING VCT OR CONCRETE TO REMAIN - NO WORK.

ACCENT PAINT ON WALLS ANDCEILING PT3

ACCENT PAINT ON WALL AND CEILING PT3

ACCENT PAINT ON WALLAND CEILING PT3

KEYNOTES1

1 PAINT NEW STEEL COLUMN PT-1

2 PAINT EXISTING BRICK PT-1


1 ADDEND #1 10-3-18

NOTE: FLOOR TILE PATTERN SHALL BE 12" X 24" HERRINGBONE PATTERN WITH 33% RANDOM MIX OF VCT1, VCT2, VCT3

1

10-3-2018

67Front

02Front

05

Front

05

Front

12Front

12Front

02Front

05

Front

11

Front

02Front

05

Front

05

Front

11

Front

67Front

67Front

04Front

04Front

04Front

04Front

67 Front

67 Front

12 Front

30 Front

PERCUSSION

STORAGE

402B

VCT1B1PT1

UNIFORM

STORAGE

402C

VCT1B1PT1

INSTRUMENT

STORAGE

402DVCT1B1PT1EQUIP REPAIR

402A

VCT1B1PT1

CORRIDOR

402EVCT1B1PT1

CORRIDOR

401

CAFETERIA/

MULTI-PURPOSE

102

CORRIDOR

800VCT1B1PT1

A451

9

A45111

A451 10

A451

12

OFFICE

402HVCT1B1PT1

MUSIC LIBRARY

402GVCT1B1PT1

PRACTICE RM

402FVCT1B1PT1

EQUIP

STORAGE

402LVCT1B1PT1

STORAGE

402MVCT1B1PT1

PRACTICE

ROOM

402J

VCT1B1PT1

JANITOR

402K

ENSEMBLE

ROOM

402

VCT1B1PT1

CORRIDOR

401A

A70010

VCT2VCT3

VCT2VCT3

NO WORK

NO WORK

NO WORK

PT3 PAINT HARD LID TO MATCH ACCENT PAINT

1

1

1 1

2

PT1

PT3

PT3

PT3

PT1PT1

PT1

PT3

PT3

PT1

PT3 ACCENT PAINT ON WALLSAND CEILING

NO WORK

1. ALL GROUT JOINTS AT PORCELAIN TILE FLOORS AND WALLS TO BE 3mm AS RECOMMENDED BY MFR. APPLY GROUT SEALER TO ALL JOINTS. REFER TO MFR.'S INSTRUCTIONS FOR SETTING TIME, APPLICATION, AND TYPE OF PRODUCT RECOMMENDED.

2. AT TILE, PROVIDE EXPANSION JOINTS AS RECOMMENDED BY MANUFACTURER WITH SEALANT TO MATCH GROUT COLOR.

3. CONTRACTOR SHALL INQUIRE TO ARCHITECT FOR ANY AREAS WITH MISSING INFORMATION, OR WHERE FLOOR MATERIAL IS NOT INDICATED, PRIOR TO BIDDING. IN ALL CASES, ALL SPACES SHALL RECEIVE FINISHES, THE DEFAULT POSITION SHALL BE; SC / B2 / P1

4. THE FLOORING PATTERNS SHOWN ARE PARTIALLY DIAGRAMMATIC. CONTRACTOR MAY MAKE MINOR ADJUSTMENTS TO SIZES AND LOCATIONS OF ACCENT SQUARES, CIRCLES, AND PATTERN FEATURES TO MEET TILE GRID LINES, EXCEPT WHERE SPECIFICALLY ALIGNED OR DIMENSIONED. DRAWINGS MAY BE SCALED IF NECESSARY TO DETERMINE SIZE OR LOCATION OF FEATURES NOT DIMENSIONED. CONTRACTOR MAY SHIFT GRID LINES TO AVOID SMALL PIECES AT WALL EDGES, EXCEPT WHERE LARGER COMMON AREA PATTERNS EXTEND INTO ROOMS. PATTERNS OR ACCENT ELEMENTS INDICATED TO ALIGN WITH EDGES OR CENTER LINES MUST DO SO, AND MAY REQUIRE CUTTING INTO THE GRID PATTERN TO ACHIEVE THE LAYOUT

5. DRAWINGS MAY SHOW MATERIAL GRID LINES (JOINT LINES), IN SOME AREAS FOR CLARITY AND TO LOCATE ACCENT SQUARES ETC. OTHER AREAS MAY NOT SHOW GRID LINES, BUT ARE INTENDED TO BE SIMILAR AND GENERALLY BASED ON REGULAR GRID LAYOUTS

6. LARGE SCALE CHECKER PATTERNS, AND OTHER REPEATED PATTERNS MAY NOT SHOW COLOR NUMBER FOR EVERY PIECE OF THE PATTERN. CONTRACTOR SHALL COMPLETE THE PATTERN WITH APPROPRIATE COLOR(S) AS ESTABLISHED BY THE GIVEN PATTERN.

7. PROVIDE A TRANSITION STRIP AT ALL EDGES OF DISSIMILAR MATERIALS, E.G. TILE TO CARPET, TILE TO SEALED CONCRETE. COLOR AND PROFILE BY ARCHITECT. SEE COLOR SCHEDULE DOCUMENT, AND/OR SUBMIT PRODUCT SAMPLES FOR ARCHITECT'S SELECTION.

11D

11D

7B 7C

7D

11C

7A

8

10

11A

10D

11B

11A

ACCENT PAINT

VCT1, VCT2, VCT3

MAROON VCT4

ROOM NAME & NUMBER - UPPER NUMBER INDICATES ROOM NUMBER

ROOM NAME

101CPT2B2P12

FLOOR FINISH

BASE

WALL FINISH

JAMES SAPPMICHAEL

NUMBER

A-5051

ST

ATE

OF M I SSO

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I TE

CT


Drawing No.



Architect of Record




SPECIAL NOTICES

Author09-06-201817-0923

A802AREA 8 FINISH PLAN

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1/8" = 1'-0"1

AREA 8 ENSEMBLE RM RENO

PLAN NORTH

GENERAL NOTES

FINISH TYPESFINISH LEGEND

INSTALL ALL PRODUCTS PER MANUFACTURER'S WRITTEN INSTALLATION INSTRUCTIONS. REFER TO SPECIFICATIONS FOR ADDITIONAL INFORMATION.

CARPET

CPT1: (CARPET TILE) MANUFACTURER: J+J INVISION, PATTERN: INCOGNITO MODULAR 7069, COLOR: OPERATIVE 1837, SIZE: 24" X 24" TILE, INSTALLATION: MONOLITHICCPT2: (BROADLOOM) MANUFACTURER: SHAW, PATTERN: ESCAPE ULTRALOC 5A242, COLOR: PEAK 15506, SIZE: BROADLOOM

SC: SEALED CONCRETE

VCT

VCT1: (VINYL COMPOSITION TILE) MANUFACTURER: JOHNSONITE, STYLE: AZROCK COLLECTION/TEXTILE VCT, COLOR: V-280 RAW SILK, SIZE: 12" X 24" TILEVCT2: (VINYL COMPOSITION TILE) MANUFACTURER: JOHNSONITE, STYLE: AZROCK COLLECTION/TEXTILE VCT, COLOR: V-290 FUR, SIZE: 12" X 24" TILEVCT3: (VINYL COMPOSITION TILE) MANUFACTURER: JOHNSONITE, STYLE: AZROCK COLLECTION/TEXTILE VCT, COLOR: V-289 BERBER GREY, SIZE: 12" X 24" TILEVCT4: MATCH EXISTING MAROON VCT

WALL BASE

B1: (4" RUBBER WALL BASE) MANUFACTURER: JOHNSONITE, COLOR: #29 MOONROCK

PAINT

PT1-3: PAINT COLORS SHALL BE SHERWIN WILLIAMS, EGGSHELL U.N.O

PT1: FIELD COLOR (DISTRICT STANDARD) SW7015 REPOSE GRAYPT2: ACCENT COLOR (DISTRICT STANDARD) SW7014 EIDER WHITEPT3: ACCENT COLOR (DISTRICT STANDARD) CUSTOM TEX A&M AGGIE MAROON

VENEERED WOOD WALL PANELS

VWP: (VENEER WALL PANEL) MANUFACTURER: DOOGE VENEERS, SPECIES: FUMED RIFT WHITE EURO OAK; RIFT CUT; LOG# 53985-1 OR EQUIVALENT AS MAY BE SELECTED BY OWNER

LAMINATE

PLAM1: (PLASTIC LAMINATE) MANUFACTURER: FORMICA, PATTERN: SILVER RIFTWOOD 6413, FINISH: TBDPLAM2: (PLASTIC LAMINATE) MANUFACTURER: FORMICA, PATTERN: NEO CLOUD- 6314-58PLAM3: (PLASTIC LAMINATE) MANUFACTURER: FORMICA, PATTERN: GRAHPITE VEIL M5391

PORCELAIN TILE

PRT1: (PORCELAIN TILE) MANUFACTURER: ATLAS CONCORDE USA, STYLE: FRAY, COLOR: GRAY; SIZE: 12" X 24", INSTALLATION: TBD

QUARRY TILE

QT1: (QUARRY TILE) MANUFACTURER: DALTILE, STYLE: QUARRY TILE, COLOR: ARID GRAY, SIZE: 6" X 6", INSTALLATION TBDQT1: (COVE BASE) MANUFACTURER: DALTILE, STYLE: QUARRY TILE, COLOR: ARID GRAY, SIZE: 6" X 6"

EPOXY

EPX1: (DECORATIVE FLAKE SYSTEM) MANUFACTURER: TENNANT, STYLE: 1/4" FLAKE BLEND, COLOR: ANTIQUE REDWOOD

SOLID SURFACE

SS1: (SOLID SURFACE) MANUFACTURER: CORIAN, COLOR: RAINCLOUDSS2: (SOLID SURFACE) MANUFACTURER: WILSONART, COLOR: DESIGNER WHITE D354SL, NOTE: USE ON TRANSACTION

SURFACE AT CONCESSIONS ONLY.

EX: EXISTING VCT OR CONCRETE TO REMAIN - NO WORK

KEYNOTES1

1 PAINT NEW CMU TO MATCH EXISTING ADJACENT CMU WALLS

2 PAINT EXISTING BRICK

VCT4

VCT4

PT3 ACCENT PAINT ON WALLSAND CEILNG

PT1

PT1

PT1

PT1


1 ADDEND #1 10-3-18

NOTE: FLOOR TILE PATTERN SHALL BE 12" X 24" HERRINGBONE PATTERN WITH 33% RANDOM MIX OF VCT1, VCT2, VCT3 1

10-3-2018

J&M Engineering, LLC 3045 S Kansas Expressway

Springfield, MO 65807 417.708.9315

MO CofA: E-2011011004

SCHOOL OF THE OSAGE R-II RENOVATIONS AND ADDITIONS TO HIGH SCHOOL 636 MO-42, OSAGE BEACH, MISSOURI 65065 PAGE 1 OF 1

ADDENDUM 1

DATE: October 3, 2018

GENERAL

• This Addendum is incorporated into the Contract Documents for the Project referenced below.

STRUCTURAL ITEMS

ACCEPTED PRODUCT/MANUFACTURER SUBSTITUTIONS

• None this addendum

GENERAL CLARIFICATIONS


CHANGES TO THE SPECIFICATIONS


CHANGES TO THE DRAWINGS

• S3.0 o Indicated a new lintel at the new opening in an existing CMU wall at Nurse 11B.

ATTACHMENTS

• S3.0

END OF ADDENDUM

10.3.18

S3.1

1

S3.2

1

S3.3

1

S3.4

1

S3.5

1

S3.6

1

PROVIDE LINTEL PER DTL 6/S4.1 AT NEW OPENING

KEY PLAN

11D

11D

7B7C

7D

11C

7A

8

10

11A

10D

11B

11A


Drawing No.



Engineer of Record



SPECIAL NOTICES

J&M ENGINEERINGM0 Certificate of Authority # 20110110004

BENJAMIN C. JENNINGS, PE #2003014982

FEM09/06/201817-0923

S3.0OVERALL FRAMING PLAN

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3/64" = 1'-0"1

OVERALL FRAMING PLAN

PLAN NORTH


1 ADD 1 10/03/2018

1

10.3.18

SOHS 1

P101,P200,P201,P600,M500,E201,E204

1722 S Glenstone Ave. Suite AA

Springfield, Missouri 65804

417.631.4895

Addendum #1

To: Stephen Telscher

From: Justin Gathright

Date: 10.3.2018

Project Title: School of the Osage – High School Additions and Renovations, Osage Beach, MO

Attachments:

MECHANICAL, ELECTRICAL AND PLUMBING SPECIFICATIONS:

1. Division 23:

a. Section 233113 HVAC Ductwork:

i. Omit Part 1.5 Duct Cleaning. Existing ductwork shall not be required to be cleaned.

ii. Revise Part 2.5 Dust Collection Ductwork to replace existing text with:

A. Dust collection ductwork shall be galvanized steel with smooth inner wall, air

tight longitudinal seams and rolled lip at each fitting.

B. Gasketed clamp fittings, continuous grounding path.

C. -40°F to 150°F service temperature rating.

D. -20”WG pressure classification rating.

E. SMACNA class 3 leakage class.

F. 22 gauge minimum, increase thickness as required for system application.

MECHANICAL, ELECTRICAL AND PLUMBING DRAWINGS:

2. Sheet P101:

a. Revise plans as shown on attached sheet P101.

3. Sheet P200:


4. Sheet P201:


5. Sheet P600:


6. Sheet M500:

a. Revise plans as shown on attached sheet M500.

7. Sheet E201:

a. Revise plans as shown on attached sheet E201.

SOHS 2

8. Sheet E204:

a. Revise plans as shown on attached sheet E204.

END OF ADDENDUM

67Front

02Front

05

Front

05

Front

12Front

12Front

02Front

05

Front

11

Front

02Front

05

Front

05

Front

11

Front

67Front

67Front

04Front

04Front

04Front

04Front

67 Front

67 Front

12 Front

30 Front

67Front

02Front

05

Front

05

Front

12Front

12Front

02Front

05

Front

11

Front

02Front

05

Front

05

Front

11

Front

67Front

67Front

04Front

04Front

04Front

04Front

67 Front

67 Front

12 Front

30 Front

EXISTING

4" WASTE

2

1

2"

WATER HEATER

WH3

2"

DCW

1.5"

1.5"

1.5"

ENSEMBLE ROOM402

PRACTICE ROOM402J

EQUIP STORAGE402L

CORRIDOR401A

1.5"

DCW

3

4

5

6

8

CAP FOR FUTURE

CONSIDERATIONS

7

1. 2" WASTE UP TO SINK

2. MAKE CONNECTION OF NEW 2" SANITARY WASTE TO EXISTING WASTE PIPE IN THIS AREA. MAINTAIN

0.125" PER FOOT SLOPE FOR WASTE PIPING.

3. 0.5" HOT AND COLD WATER AND 1.5" VENT DOWN TO SINK

4. MAKE CONNECTION OF NEW 1.5" VENT TO EXISTING VENT THROUGH ROOF.

5. 0.75" COLD WATER AND 0.75" HOT WATER DOWN TO WATER HEATER. EXTEND HOT AND COLD WATER

TO EXISTING MOP BASIN FAUCET. CONNECT NEW COLD WATER TO EXISTING COLD WATER SUPPLY IN

THIS AREA.

6. PROVIDE WATER HEATER ON WALL-HUNG PLATFORM WITH BOTTOM OF WATER HEATER AT 5'-0" ABOVE

FINISHED FLOOR. SUSPEND WATER HEATER OVER MOP BASIN.

7. REFERENCE TECH ARTS PLUMBING PLAN FOR CONTINUATION.

KEYNOTES: 1

1. ALL PIPING PENETRATIONS THROUGH FIRE WALLS SHALL UTILIZE METALLIC PIPE AND SHALL BE

SEALED WITH FIRE CAULK. REFERENCE ARCHITECTURAL PLANS FOR FIRE WALL INFORMATION.

2. FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING. EXISTING LOCATIONS SHOWN ARE

APPROXIMATED BASED ON ORIGINAL DESIGN DRAWINGS.

3. VERIFY VENTILATION AIR MECHANICAL INTAKE LOCATIONS PRIOR TO INSTALLING PLUMBING VENT

THROUGH ROOF PIPING. PROVIDE AT LEAST 10'-0" DISTANCE BETWEEN ANY PLUMBING VENT

THROUGH ROOF TERMINATION AND ANY VENTILATION AIR INTAKE.

GENERAL NOTES:

11A

11B

10 10D

11A

11C8

7A7C

7D11D

11D

7B

KEY PLAN


Drawing No.

© Copyright 2018 - Interpres Building Solutions, LLC


Brad Palmer, Engieer MO A-2013039894



SPECIAL NOTICES

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Interpres Building SolutionsMissouri Certificate of Authority #E-2013013378


1 AD#1 10.3.2018

JSG9.4.201817-0920

P101PLUMBING PLANS

HIG

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Scale: 1/8" = 1'-0"1 AREA 8 BAND UNDERGROUND PLUMBING PLAN

Scale: 1/8" = 1'-0"2 AREA 8 BAND PLUMBING PLANNORTH

NORTH

EXISTING SANITARY WASTE SHALL REMAIN

0.5" DCW

0.5" DHW

1.5" VENT

1. 1.5" VENT UP TO 3" VENT THROUGH ROOF


3. 0.5" HOT AND COLD WATER AND 1.5" VENT DOWN FOR BACK-TO-BACK SINKS. EXTEND 0.5" HOT AND

COLD WATER TO EACH FAUCET.

4. 0.5" COLD WATER DOWN TO WALL HYDRANT

5. 0.75" HOT AND COLD WATER DOWN TO WATER HEATER. PROVIDE WATER HEATER ON WALL-HUNG

PLATFORM WITH BOTTOM OF WATER HEATER AT 8'-0" ABOVE FINISHED FLOOR.

6. TERMINATE OVERFLOW ROOF DRAIN IN DOWNSPOUT NOZZLE ABOVE CEILING LEVEL AS INDICATED.

KEYNOTES: 1



2. VERIFY VENTILATION AIR MECHANICAL INTAKE LOCATIONS PRIOR TO INSTALLING PLUMBING VENT

THROUGH ROOF PIPING. PROVIDE AT LEAST 10'-0" DISTANCE BETWEEN ANY PLUMBING VENT

THROUGH ROOF TERMINATION AND ANY VENTILATION AIR INTAKE.

GENERAL NOTES:

WH5

WATER HEATER

ON WALL HUNG PLATFORM

1115

15

7

17

NEW FIRE SPRINKLER RISER

SERVING TECH ARTS AREA

7

WATER HEATER

WH4

WOOD LAB805

METAL LAB806

KILN RM802A

MU STOR801A

ART 3D802 ART 2D

803

ART STOR803B

WOOD STOR805A

OFFICE804A

CAD LAB804

MULTI-USE LAB801

6" ROOF DRAIN

DOWN

6" ROOF DRAIN

DOWN

8" ROOF DRAIN

DOWN

8" ROOF DRAIN

DOWN

8"

8"

8"

16

16

17

17

17 1717

17

1.5"

DCW

1.5"

DCW

1"

DCW

1" DCW

0.75" DHW

0.75" DHW

0.5" DHW

0.5"

DHWR

0.75"

DHW

0.75"

DHW

WHWH

WH

P1

FGCO

FGCO

G 4"FD

A 2"FD

6

66

FFCO

FFCOFFCO

0.5" DCW

1.5" VENT

1.5" VENT0.75" DCW

0.5" DHW

0.5" DCW

1.5" VENT

1.5" VENT

0.75" DCW

0.75" DCW

0.5" DCW

0.75" DCW

0.5" DHW

4"

6"

6"

6"

6"

6" 6" 6" 4" 4"

8"

6"

3

3

3

44

4

5

5

6

6

1.5" VENT

4"

6"

8"

OV

ER

FLO

W

6"

6"

6"

6"

6" 6" 4"

6" OVERFLOW

4"

11A

11B

10 10D

11A

11C8

7A7C

7D11D

11D

7B

KEY PLAN


Drawing No.






SPECIAL NOTICES

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1 AD#1 10.3.2018

JSG9.4.201817-0920

P200PLUMBING PLAN

HIG

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NORTHScale: 1/8" = 1'-0"1 AREA 7A TECH ARTS PLUMBING PLAN

1

1

1

2

2

2

2

2

2

2

2

DD

1. CONNECT NEW 2" COLD WATER TO EXISTING 2" OR LARGER COLD WATER SUPPLY IN THIS AREA.

2. 1.25" COLD WATER DOWN TO WATER CLOSET


4. 0.5" COLD WATER DOWN TO ICE MAKER. PROVIDE SHUTOFF VALVE SECURED TO WALL APPROXIMATELY

60" ABOVE FLOOR AND PROVIDE UNION CONNECTION ADAPTER TO ICE MAKER HOSE CONNECTION.

COORDINATE EXACT REQUIREMENTS WITH WATER FILTER CONNECTION REQUIREMENTS.

5. PROVIDE CLEANOUT AT PIPE CONNECTION PREVIOUSLY USED AS WATER CLOSET WASTE IN THIS AREA.

MATCH CLEANOUT SIZE TO EXISTING PIPE SIZE. REMOVE AND REPLACE BUILDING FINISH TO

ACCOMODATE CLEANOUT INSTALLATION.

6. CONNECT NEW HOT AND COLD WATER TO EXISTING SUPPLY PIPES OF EQUAL OR GREATER SIZE IN THIS

AREA.

7. CONNECT 1.5" PLUMBING VENT TO EXISTING VENT 1.5" OR LARGER IN THIS AREA.

8. CONNECT 2" PLUMBING VENT TO EXISTING VENT 2" OR LARGER IN THIS AREA. IF ADEQUATE VENTING

DOES NOT EXIST, PROVIDE NEW VENT THROUGH 3" VENT THROUGH ROOF, AND LOCATE AT LEAST 10'-

0" DISTANCE FROM ANY VENTILATION AIR INTAKES.

9. 1.5" VENT DOWN

10. NOT USED

11. INSTALL GARBAGE DISPOSAL SUPPLIED WITH KITCHEN EQUIPMENT. VERIFY WITH ELECTRICIAN THAT

DISPOSAL VOLTAGE MATCHES EXISTING CIRCUIT PRIOR TO INSTALLATION.

12. REFERENCE BAND PLUMBING PLAN FOR CONTINUATION.

KEYNOTES: 1

1. CONTRACTOR SHALL RESTORE WORKING CONDITION OF EXISTING KITCHEN AREA PLUMBING FIXTURES

WHICH ARE REMAINING.



3. FIELD VERIFY EXACT LOCATIONS OF EXISTING PIPING. EXISTING LOCATIONS SHOWN ARE

APPROXIMATED BASED ON ORIGINAL DESIGN DRAWINGS.

GENERAL NOTES:

KITCHEN400

DRY FOOD400H

LAUNDRY400F

FREEZER400K

COOLER400J

FFCO

5

1

2" DCW

A 3"FD

A 3"FD

FFC0A 3"FD

A 3"FD

A 3"FD

A 3"FD

6

3

2

1

4

2"

DCW

CO

5

1.25"

DCW

3

0.5" DCW

0.5" DHW

7

7

8

6

3

76

1.5" VENT

7

8

3

9

9

9

6

9

2" VENT

1.5"

0.5" DCW

0.5" DHW

11

12

18

18

11A

11B

10 10D

11A

11C8

7A7C

7D11D

11D

7B

KEY PLAN


Drawing No.






SPECIAL NOTICES

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1 AD#1 10.3.2018

JSG9.4.201817-0920

P201PLUMBING PLAN

HIG

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36 M

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NORTHScale: 3/16" = 1'-0"1 AREA 11C, 7D KITCHEN PLUMBING PLAN

MARK

PLUMBING FIXTURE SCHEDULE

AMERICAN

STANDARD

MODELCOLD

PIPING CONNECTION SIZES

ELONGATED BOWL, WHITE, OPEN FRONT SEAT, BACK SPUD, SUPPLY AND STOPS, 1.28 GPF, SLOAN

140 ESS 3771111, HARDWIRED RECESSED SENSOR AND VALVE WITH VALVE ACCESS PLATE.

NOTESOPTIONS AND ACCESSORIESDESCRIPTION

ACCESSIBLE WALL MOUNT FLUSH

VALVE WATER CLOSET

HOT WASTE VENTMANUFACTURER

3353.1011

0.5" -- 4" 2" 2,4

AMERICAN

STANDARD

ELONGATED BOWL, WHITE, TOP SPUD, OPEN FRONT SEAT, SUPPLY AND STOPS, 1.28 GPF, SLOAN

111 ESS 3770009, HARDWIRED RECESSED SENSOR, EXPOSED FLUSH VALVE.

ACCESSIBLE FLOOR MOUNT FLUSH

VALVE WATER CLOSET

2234.660 0.5" -- 4" 2" 2,42

MANUAL FAUCET 1903-DST

WHITE, HANDI-LAV GUARD ADA INSULATION KIT, WALL HANGER, FACUET CENTERS TO MATCH

FAUCET, TRAP AND TAILPIECE

ACCESSIBLE WALL HUNG LAVATORY 0355.012 -- -- 2" 1.5" 1,2,3,4

HARDWIRED, SENSOR, CHROME, ESCUTCHEONS, SUPPLIES AND STOPS, 1.0 GPMSENSOR LAVATORY FAUCET 591T 0.5" 0.5" -- -- 4

TYPE 304 STAINLESS STEEL, 18 GAUGE, LK-6K-H SATIN FINISH, FACUET CENTERS TO MATCH

FAUCET, TRAP AND TAILPIECE, 3.5" DRAIN

SINGLE COMPARTMENT STAINLESS

STEEL SINK

DLR172210 -- -- 2" 1.5" 2,3ELKAY

CHROME, ESCUTCHEONS, SUPPLIES AND STOPS, 8" GOOSENECK SWING SPOUTSINK FAUCET 786-GN8

FCXKABCP

0.5" 0.5" -- -- 2CHICAGO FAUCETS

MOLDED STONE, 3" DRAIN, SS STRAINER, 889-CC MOP HANGER, SS WALL GUARD (PROVIDE

TWO PIECES WHERE LOCATED IN A CORNER)

MOP BASIN MSB-

242410

-- -- 3" 1.5" 2,3FIAT

MOP BASIN FAUCET 830-AA 0.5" 0.5" -- -- 2FIAT INTEGRAL STOPS, HOSE THREAD ON SPOUT

WHEELCHAIR ACCESSIBLE, WRAP AROUND PRESS BAR, ONE PIECE STAINLESS STEEL TOP

WITH DRAIN, FILTER, SAFETY BUBBLER, 120V

ACCESSIBLE DUAL LEVEL ELECTRIC

WATER COOLER

LZST

L8LC

0.5" -- 2" 1.5" 1,2,4ELKAY

BOTTOM OR TOP SUPPLY, (2) 0.5" COMBINATION MPT BRASS SWEAT CONNECTIONS,

QUARTER TURN VALVE

LAUNDRY SUPPLY AND DRAIN BOX B200 0.5" 0.5" 2" 1.5" 1,2GUY GRAY

20 GAUGE STEEL, SHUTOFF VALVE PAINTED TO MATCH WALL, VACUUM BREAKERICE MAKER VALVE BOX BIM875 0.5" -- -- -- 1,2GUY GRAY

PRESSURE BALANCED MIXING VALVE, TEMPERATURE CONTROL, ADJUSTABLE TEMPERATURE LIMIT,

ALL PARTS REPLACEABLE FROM FRONT OF UNIT.

SHOWER VALVE AND

SHOWER HEAD

T13220/

RP38357

DELTA

DELTA

AMERICAN

STANDARD

DELTA

3

11

12

13

14

10

8

5

STAINLESS STEELFLOOR-STANDING SERVICE SINK B1C18X18X -- -- 2" 1.5" 1,2,3,4

MANUAL, SWING SPOUT, CHROME, ESCUTCHEONS, SUPPLIES AND STOPS, 2.2 GPMMANUAL FAUCET 540-LDXK

ABCP

0.5" 0.5" -- -- 4

ELKAY

CHICAGO FAUCETS7

9

6

NOTES:

1. REFER TO ARCHITECTURAL DRAWINGS FOR MOUNTING HEIGHT

2. PROVIDE ACCESSORIES TO SUPPORT FIXTURE AS RECOMMENDED BY MANUFACTURER

3. SINK FAUCET HOLE OPENINGS SHALL MATCH FAUCET.

4. INSTALL ACCESSORIES AS RECOMMENDED BY MANUFACTURER FOR ADA COMPLIANCE.

HAND WASH STATION

15

48" TROUGH, 14GA 304 STAINLESS STEEL, TWO SENSOR FAUCETS, INTEGRATED TEMPERATURE

MIXING VALVE

16EYE WASH

WHITE, TRAP, TAILPIECE, HANDI LAV-GUARD ADA INSULATION KIT WHERE EXPOSEDDROP-IN LAVATORY LT501.4 -- -- 2" 1.5" 2,3TOTO

-- 0.5" 0.5" -- -- 2,4-

EWMA-

4820-

SACMC

ELKAY

S19224-

DCPT

BRADLEY

4 MANUAL FAUCET SINGLE HANDLE, CHROME, COORDINATE HARDWARE TO REPLACE EXISTING FAUCET AS

REQUIRED

501LF-

WFMPU

DELTA 0.5" 0.5" -- -- 2,4

DUST COVER OPTION. PROVIDE THERMOSTATIC MIXING VALVE FOR ANSI/ISEA Z358.1 TEPID WATER

REQUIREMENTS.

0.5" 0.5" 2" 1.5" 2,4

0.5" 0.5" 2" 1.5" 2,4

0.5" 0.5" -- -- 1,2

17

STAINLESS STEELFLOOR-STANDING SERVICE SINK B1C18X18X -- -- 2" 1.5" 1,2,3,4

MANUAL FAUCET 0.5" 0.5" -- -- 4

ELKAY

CHICAGO FAUCETS

64 FL.0Z. REPLACEABLE BOTTLE TRAP. PROVIDE TRAP WITH EACH SINK.PLASTER TRAP TRAP-EZE BTBUFFALO DENTAL

MANUAL FAUCET SINGLE HANDLE, CHROME, COORDINATE HARDWARE TO REPLACE EXISTING FAUCET AS

REQUIRED

501LF-

WFMPU

DELTA

CHROME, ESCUTCHEONS, SUPPLIES AND STOPS, HIGH-ARC SPOUT, COORDINATE

HARDWARE TO REPLACE EXISTING FAUCET AS REQUIRED

0.5" 0.5" -- -- 2,4

MANUAL FAUCET 1903-DSTDELTA CHROME, ESCUTCHEONS, SUPPLIES AND STOPS, HIGH-ARC SPOUT 0.5" 0.5" -- -- 2,4

TYPE 304 STAINLESS STEEL, 18 GAUGE, LK-6K-H SATIN FINISH, FACUET CENTERS TO MATCH

FAUCET, TRAP AND TAILPIECE, 3.5" DRAIN

SINGLE COMPARTMENT STAINLESS

STEEL SINK

LRAD-

131665PD

-- -- 2" 1.5" 2,3ELKAY

MANUAL, SWING SPOUT, CHROME, ESCUTCHEONS, SUPPLIES AND STOPS, 2.2 GPM540-LDXK

ABCP

18 TYPE 304 STAINLESS STEEL, GOOSENECK FACUET, TRAP AND TAILPIECE, BASKET DRAIN, WALL

BRACKET

HAND SINK WITH FAUCET 7-PS-60ADVANCE TABCO 0.5" 0.5" 2" 1.5" 1,2,3,4

ABBREVIATIONS

DIMENSIONS NEXT TO ANY SYMBOL OR FIXTURE INDICATES MOUNTING HEIGHT TO CENTERLINE OF DEVICE

FINISEHD FLOOR CLEANOUT

FINISHED GRADE CLEANOUT

FINISHED WALL CLEANOUT

COLD WATER

1

CO

FGCO

FFCO

WH

RHB

HB

M

S

N20

V

O2

A

ORD

RD

F

G

D

W

PLUMBING SYMBOLSDOMESTIC COLD WATER

DOMESTIC HOT WATER

DOMESTIC HOT WATER RETURN

WASTE PIPING

VENT PIPING

DRAIN

NATURAL GAS

FIRE SERVICE

PRIMARY ROOF DRAIN

OVERFLOW ROOF DRAIN

COMPRESSED AIR

OXYGEN

VACUUM

NITROUS OXIDE

SHUTOFF VALVE

ROOF PIPING SUPPORT

SHOCK ABSORBER

WATER METER

PRESSURE REGULATOR

FLOW CONTROL VALVE

HOSE BIBB

RECESSED HOSE BIBB

WALL HYDRANT

FLUSH FLOOR CLEANOUT

FLUSH GRADE CLEANOUT

WALL CLEANOUT

ELBOW UP WITH SHUTOFF VALVE

ELBOW DOWN WITH SHUTOFF VALVE

TEE UP WITH SHUTOFF VALVE

TEE DOWN WITH SHUTOFF VALVE

END CAP

FLOOR DRAIN, TYPE & SIZE

ROOF DRAIN , TYPE & SIZE

INDICATES CONNECTION TO EXISTING SYSTEMS

PLUMBING FIXTURE TAG

A 2"FD

A 4"RD

HOT WATER

VENT

WASTE

WATER HEATER

60"

FFCO

FGCO

FWCO

CW

HW

V

W

WH

F

MARK

PUMP SCHEDULE

APPLICATION

MODEL

DESIGN HEAD (FT.)

WETTED MATERIAL

WORK. CLASS (PSI)

ABBREVIATIONS:

IL: IN-LINE

WR: WET ROTOR

BMES: BASE MOUNTED END SUCTION

BMHSC: BASE MOUNTED HORIZONTAL SPLIT CASE

BMVSC: BASE MOUNTED VERTICAL SPLIT CASE

BMCCES: BASE MOUNTED CLOSE COUPLED END SUCTION

BR: BRONZE/BRASS

SS: STAINLESS STEEL

IR: IRON

IFC: INTEGRATED FLOW CHECK VALVE

OM: OIL MINDER

P1

DHW

ASTRO 225SU

10

BR,SS

-

TYPE WR

DESIGN FLOW (GPM) 4

MOTOR TYPE -

ACCESSORIES IFC

ABBREVIATIONS:

VSC: VARIABLE SPEED CONTROL

PPC: PROPORTIONAL PRESSURE CURVE CONTROL

CPC: CONSTANT PRESSURE CURVE CONTROL

DTC: DIFFERENTIAL TEMPERATURE CONTROL

BP: HEAVY DUTY BASEPLATE

B&G: BELL AND GOSSETT

DHW: DOMESTIC HOT WATER

AS: AQUASTAT WITH CORD AND PLUG

EFF: EFFLUENT

SP: SUMP PIT AS DETAILED OR PER

MANUFACTURER RECOMMENDATIONS

MANUFACTURER ARMSTRONG

MOTOR POWER 85W

RPM -

VOLTAGE/PHASE 120/1

TRIPLE DUTY VALVE --

SUCTION DIFFUSER --

FLUID TEMP. RANGE (F) 40-180

AREA SERVED TECH. SHOPS

MARK

ELECTRIC WATER HEATER

MANUFACTURER

MODEL NUMBER

TYPE

GALLON CAPACITY

RECOVERY

TEMPERATURE RISE

EFFICIENCY

ABBREVIATIONS:

GPH: GALLONS PER HOUR

GPM: GALLONS PER MINUTE

PTRV: PRESSURE TEMPERATURE RELIEF

VOLTAGE/PHASE

ACCESSORIES

INPUT

WH2

AREA SERVED MUSIC ROOM

EEMAX

EX4208T

ELEC

-

18 GPH

90°F

100%

208/1

-

4.0 kW

STATE

PCE 20 10MSA

ELEC

20

18 GPH

90°F

100%

208/1

PTRV,DP,WHP

4.0 kW

WH3

JANITOR, BAND

WH4

ART

WH5

TECH. SHOPS

ABBREVIATIONS:

DP: DRAIN PAN

WHP: WALL HANGING PLATFORM

STATE

PCE 30 20MSA

ELEC

30

18 GPH

90°F

100%

208/1

4.0 kW

STATE

PCE 20 10MSA

ELEC

20

18 GPH

90°F

100%

208/1

4.0 kW

PTRV,DP PTRV,DP,WHP

TYPE

PIPING MATERIAL SCHEDULE

ABBREVIATIONS:

BF: BUTT FUSION

BZ: BRAZED

CI: CAST IRON

CR: CRIMPED

DWV: DRAINAGE WASTE AND VENT

FSFL: FORGED STEEL FLANGES

MAT: MATERIAL

MI: MALLEABLE IRON

PE: HIGH DENSITY POLYETHYLENE

SIZE MATERIAL MATERIAL TYPE BACKGROUND TEXT

PIPING FITTING LABEL COLOR

ABBREVIATIONS:

NH: NO HUB

RS: RESIN SOCKET

SL: SOLDERED

SW: SOLVENT WELD

TH: THREADED

WC: WROUGHT COPPER

WE: WELDED

WF: WELDED AND FLANGED

WSF: WROUGHT STEEL FITTINGS

WCF: WROUGHT CAST FITTINGS

DOMESTIC COLD WATER ABOVE GRADE ALL TYPE L COPPER TUBING WC SL BLUE WHITE

RED WHITE

DOMESTIC WATER BELOW GRADE ALL SDR11 HIGH DENSITY POLYETHYLENE PE BF -- --

TYPE L COPPER TUBING WC SLDOMESTIC HOT WATER ABOVE GRADE

DOMESTIC HOT WATER RETURN ABOVE GRADE

ALL

TYPE L COPPER TUBING WC SLALL ORANGE WHITE

DWV PIPING ABOVE GRADE DWVALL -- --

DWV PIPING BELOW GRADE SCHEDULE 40 DWV PVC DWV SWALL -- --

TEMPERATURE PRESSURE AND RELIEF TYPE M COPPER DWV/WC DWVALL -- --

CONDENSATE DRAIN SCHEDULE 40 PVC DWV SWALL -- --

FIRE PROTECTION PIPING STEEL PER NFPA 13 &14 PER NFPA PER NFPAALL YELLOW BLACK

PRESSURE TIME

TEST PARAMETERS

PER NFPA PER NFPA

150 PSI 1 HR

150 PSI 1 HR

150 PSI 1 HR

150 PSI 1 HR

5 PSI 1 HR

5 PSI 1 HR

150 PSI 1 HR

150 PSI 1 HR

SCHEDULE 40 DWV PVC SW


Drawing No.






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1 AD#1 10.3.2018

JSG9.4.201817-0920

P600PLUMBING SCHEDULES

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HVAC SYMBOLSCEILING SUPPLY GRILLE

ABBREVIATIONS

60" DIMENSIONS NEXT TO ANY SYMBOL OR FIXTURE INDICATES MOUNTING HEIGHT TO CENTERLINE OF DEVICE.

AFF ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

HP HEAT PUMP

CEILING RETURN/EXHAUST GRILLE

LINEAR SUPPLY/RETURN GRILLE

WALL SUPPLY/RETURN/EXHAUST GRILLE OR REGISTER

DIFFUSER OR GRILLE WITH FLEX DUCT. SIZE OF FLEX DUCT SHALL EQUAL SIZE OF UPSTREAM DUCT.

INDICATES CONNECTION TO EXISTING SYSTEM

T RTU3 THERMOSTAT

CO2 CO2 SENSOR

T REMOTE AVERAGING TEMPERATURE SENSOR

H HUMIDISTAT

OR TEMPERATURE OVERRIDE SENSOR

AT 8x8100

DIFFUSER TAG - LETTER AND CEILING DESIGNATION, NECK SIZE AND CFM

FIRE DAMPER

SMOKE DAMPER

MOTORIZED DAMPER

AHU AIR HANDLING UNIT

CU CONDENSING UNIT

DN DOWN

EF EXHAUST FAN

OA OUTSIDE AIR

RA RETURN AIR

SA SUPPLY AIR

OFCI OWNER FURNISHED CONTRACTOR INSTALLED

FD

SD

MD

S

S

S

S

ROUTE TRANSITIONS AS REQUIRED TO CONNECT

SUPPLY AND RETURN DUCT SIZES AND ROUTING

AS SHOWN ON PLAN.

SUPPLY DUCT

ROOF DECK. SEE ARCHITECTURAL PLANS

FOR ROOF CONSTRUCTION

ROOF CURB SHALL BE MINIMUM OF 8" ABOVE TOP

OF ROOF CONSTRUCTION. PROVIDE EXTENSIONS AS

REQUIRED.

EXTEND CONDENSATE DRAIN TO NEAREST ROOF

DRAIN OR GUTTER UNLESS OTHERWISE NOTED ON

PLAN .

TRAPPED CONDENSATE DRAIN

ACCESS PANEL

DISCONNECTING MEANS

FLEX DUCT CONNECTION (TYPICAL)

RETURN AIR DUCT. PROVIDE ELBOW AND EXTEND BOOT AS

SHOWN FOR SOUND ATTENUATION. PROVIDE RETURN AIR

DUCT WHERE SHOWN ON PLAN

ELECTRICAL CONDUIT AND CONTROL WIRING SHALL

PENETRATE ROOF INSIDE CURB.

ROOFTOP UNIT

INSULATED SOLID BOTTOM ROOF CURB. MATCH TO

ROOF TYPE AND ROOF WARRANTY. PROVIDE FLASHING

AS REQUIRED FOR WEATHERTIGHT ROOF ASSEMBLY.

EQUIPMENT RAIL

ROOF CONSTRUCTION

SPLIT SYSTEM CONDENSING UNIT

OR HEAT PUMP

COIL GUARD

DISCONNECT SWITCH. VERIFY LOCATION

WITH EQUIPMENT MANUFACTURER

FLEXIBLE WATER TIGHT CONDUIT

STAINLESS STEEL GEAR CLAMPS

PIPING BOOT. PROVIDE SEPARATE

BOOT FOR EACH PENETRATION

THROUGH ROOF.

PIPING PENETRATION CURB

PROVIDE CANT STRIP OR CHAMFERED EDGE

ON ROOF CURBS AND SUPPORTS AS

REQUIRED FOR ROOF FLASHING.

COORDINATE ROOF EQUIPMENT SUPPORT

SELECTION WITH ROOFING CONTRACTOR TO

MAINTAIN ROOF WARRANTY.

PROVIDE ALUMINUM JACKETING COVER

FOR EXTERNAL PIPE INSULATION.

REFERENCE SPECIFICATIONS.

NUT AND WASHER AT

BOTTOM OF ROD

DUCTS LESS THAN 60" IN WIDTH

DUCTS GREATER THAN 60" IN WIDTH OR

MULTIPLE DUCTS

SECURE HANGER STRAP TO STRUCTURE

ABOVE PER SMACNA

RECOMMENDATIONS

GALVANIZED HANGER STRAP

SHEET METAL SCREWS THROUGH

BOTTOM OF DUCT. SHEET METAL

SCREWS MAY BE OMITTED IF HANGER

STRAP IS CONTINUOUS UNDER BOTTOM

OF DUCT.

SECURE HANGER ROD TO STRUCTURE

ABOVE PER SMACNA

RECOMMENDATIONS

THREADED HANGER ROD

ANGLE OR UNISTRUT RATED FOR DUCT

WIDTH

W

L

45 DEGREE TRANSITION IN

DIRECTIONS SHOWN ON PLAN

MITERED ELBOW WITH

TURNING VANES

BELLMOUTH BRANCH DUCT FITTING.

L = 1/4W (4" MINIMUM)

RADIUS ELBOW CENTERLINE RADIUS SHALL

BE MINIMUM 1.5X DUCT WIDTH.

45 DEGREE BRANCH DUCT

FITTING

ALL SUPPLY AIR TAKEOFFS SHALL BE

EQUIPPED WITH BALANCING DAMERS.

BRANCH DUCT SHALL MATCH

DIFFUSER NECK SIZE UNLESS

OTHERWISE NOTED.

TWO WRAPS OF DUCT TAPE AND DRAWBAND

OR METAL SCREW CLAMP AROUND DUCT

CORE.

1.5" WIDE SHEET METAL STRAP WITH

HEMMED EDGES SUPPORT FROM STRUCTURE

ABOVE.

MAXIMUM LENGTH OF FLEX DUCT SHALL BE 6'-0"

EXTENSION DUCT COLLAR

TWO WRAPS OF DUCT TAPE AND DRAWBAND

OR METAL SCREW CLAMP AROUND DIFFUSER

NECK.

DIFFUSER OR GRILLE AS

SHOWN ON PLAN

DOWNBLAST OR UPBLAST EXHAUST FAN

WITH BIRDSCREEN

OVERSIZED GALVANIZED COVER WITH

WEATHER TIGHT SEAL TO EXHAUST FAN

SECURE EXHAUST FAN TO ROOF CURB

PREFABRICATED INSULATED ROOF CURB

WITH TREATED WOOD NAILER

PROVIDE FLASHING AS REQUIRED FOR

WEATHERTIGHT ROOF CONSTRUCTION.

COORDINATE WITH ROOFING CONTRACTOR

TO MAINTAIN ROOF WARRANTY.

INSTALL NEOPRENE GASKET BETWEEN

DUCT AND FAN.

GRAVITY BACKDRAFT DAMPER UNLESS

OTHERWISE NOTED OTHERWISE ON PLANS OR

SCHEDULE. SECURE TO DUCT FROM ABOVE TO

ALLOW SERVICE FROM ROOF.

SECURE CURB TO ROOF WITH SCREWS PINS

OR BOLTS

EXHAUST DUCTWORK UP THROUGH ROOF.

EXTEND DUCT OVER TOP OF CURB AND

SECURE TO CURB NAILER.

ROOF CONSTRUCTION

ROOF VENT

OVERSIZED GALVANIZED COVER WITH

WEATHER TIGHT SEAL TO ROOF VENT

SECURE ROOF VENT TO ROOF CURB

PREFABRICATED INSULATED ROOF CURB

WITH TREATED WOOD NAILER

PROVIDE FLASHING AS REQUIRED FOR

WEATHERTIGHT ROOF CONSTRUCTION.

COORDINATE WITH ROOFING CONTRACTOR

TO MAINTAIN ROOF WARRANTY.

BIRD SCREEN

SECURE CURB TO ROOF WITH SCREWS PINS

OR BOLTS

DUCTWORK UP THROUGH ROOF. EXTEND

DUCT OVER TOP OF CURB AND SECURE TO

CURB NAILER.

ROOF CONSTRUCTION

FRONT ELEVATION REAR ELEVATION

REAR OR SIDE INLET. PROVIDE

GASKETED DUCT FLANGE ON DUCT

TO MATCH UNIT CONNECTION

FAN CHAMBER DOOR

FILTER CHAMBER DOOR

SHAKER MOTOR

ELECTRICAL TERMINAL BOX

FIELD INSTALLED INTERCONNECTING WIRING

AND CONDUIT

REMOVABLE SAFETY LATCH HANDLE

HOPPER

DUST CONNTAINER WITH QUICK

RELEASE SEALER GEAR

TOP FILTERED AIR OUTLET

FACTORY PROVIDED LEGS

REMOTE CONTROL STATION. LOCATE

WHERE INDICATED ON PLAN

MECHANICAL CONTRACTOR SHALL PROVIDE

INTERCONNECTING WIRING FOR INSTALLATION OF

REMOTE CONTROL STATION

PROVIDE WEATHER HOOD

DUCT SYSTEM SHALL BE METALLIC WITH SMOOTH

INNER WALLS AND WELDED OR FLANGED

CONNECTIONS FOR AIR TIGHT OPERATION AND

CONTINUOUS GROUNDING PATH.

DUST

COLLECTOR

CASING

GASKETED FLANGED DUCT CONNECTION.

FASTENERS SHALL BE CONDUCTIVE TO

BOND DUCT SYSTEM TO GROUNDING

SYSTEM OF DUST COLLECTOR.

FLEXIBLE DUCT(S) TO EQUIPMENT

BY OWNER

MANUAL DUST DUCT GATE

ALL ELBOWS SHALL BE

FABRICATED WITH

LONG SWEEP GEOMETRY

SEE PLANS FOR DUCT DROP SIZE

DUCT SUPPORTS SHALL BE SELECTED AND SPACED SO AS TO

SUPPORT ONE HALF OF DUCT VOLUME FILLED WITH CONTAMINANT.

PROVIDE FLANGED REMOVABLE DUCT SECTION

IN EACH STRAIGHT DUCT LENGTH. FLANGED

ELBOW CONNECTIONS SHALL BE ACCEPTABLE

TO MEET ACCESS REQUIREMENTS

BOND DUCT SYSTEM TO GROUNDING

SYSTEM WITH #12 WIRE.

0.5" COMPRESSED AIR

PIPING DROP

SHUTOFF VALVE (TYPICAL)END CAP WITH

THREADED END

FOR CONNECTION

OF NPT FITTING BY

OWNER.DRAIN VALVE WITH

END CAP


Drawing No.






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1 AD#1 10.3.2018

JSG9.4.201817-0920

M500MECHANICAL DETAILS

HIG

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Scale: NTS1 ROOFTOP UNIT DETAIL

Scale: NTS2 ROOF CONDENSING UNIT DETAIL

Scale: NTS3 DUCT SUPPORT DETAIL

Scale: NTS4 DUCT CONSTRUCTION DETAIL

Scale: NTS5 FLEX DUCT CONSTRUCTION DETAIL

Scale: NTS6 ROOF EXHAUST FAN DETAIL

Scale: NTS7 ROOF VENT DETAIL

Scale: NTS8 DUST COLLECTION DETAIL

Scale: NTS9 DUST COLLECTION DUCT SYSTEM DETAIL

Scale: NTS10

COMPRESSEDAIR PIPING DROP DETAIL

JJ

D

J J

J J

J

J

J

1. INSTALL KITCHEN HOOD FIRE SUPPRESSION SYSTEM PULL STATION AND MANUAL FIRE ALARM PULL

STATION STACKED ON WALL.

2. REVISE EXISTING KITCHEN HOOD FIRE SUPPRESSION SYSTEM WIRING AS REQUIRED FOR NEW

LOCATION.

3. WIRE SWITCHLEG OF RESTROOM LIGHTING CIRCUIT FOR EXHAUST FAN CONTROL.

4. EVAPORATOR POWER. PROVIDE 2 - #12 AND 1 - #8 GROUND, AND WIRE TO NEW 20A, 2-POLE BREAKER

IN EXISTING KITCHEN PANEL. COORDINATE EXACT REQUIREMENTS WITH COOLER/FREEZER SUPPLIER.

5. PROVIDE POWER AND SWITCHING FOR COOLER/FREEZER LIGHTS AND DOOR HEATER.

6. COOLER/FREEZER CONDENSING UNIT ON ROOF. REFERENCE MEP ROOF PLAN.

7. INSTALL TRANSFORMER TR7 ABOVE CEILING ACCORDING TO MANUFACTURER RECOMMENDATIONS

AND MOUNTED TO WALL WITH BRACKETS RATED FOR TRANSFORMER WEIGHT.

8. PROVIDE WATER TIGHT IN-FLOOR JUNCTION BOX AND WATER TIGHT CONDUIT ASSEMBLY UP TO

RECEPTACLES MOUNTED TO TABLE.

9. JUNCTION BOX FOR PLUMBING FIXTURE POWER. COORDINATE EXACT LOCATION WITH PLUMBING

CONTRACTOR PRIOR TO ROUGH-IN.

10. WIRE TO EXISTING RECEPTACLE POWER IN THIS AREA.

11. COORDINATE EXACT LOCATIONS FOR CONCESSIONS RECEPTACLES WITH OWNER PRIOR TO ROUGH-IN.

12. WIRE NEW DISPOSAL TO EXISTING DISPOSAL POWER. INFORM KITCHEN EQUIPMENT PROVIDER OF

EXISTING VOLTAGE AND AMPERAGE AVAILABLE AND CONFIRM COMPATIBILITY WITH NEW DISPOSAL.

PROVIDE NEW DISCONNECT AS REQUIRED.

13. PROVIDE POWER FOR ROLL-UP DOOR OPERATOR. COORDINATE EXACT LOCATION WITH DOOR

OPERATOR PROVIDER.

14. PROVIDE CONNECTION TO FIRE ALARM FOR ROLL-UP DOOR AS REQUIRED FOR CODE COMPLIANT DOOR

OPERATION.

KEYNOTES: 1

1. ELECTRICAL CONTRACTOR SHALL PROVIDE JUNCTION BOX AND CONDUIT FOR HVAC CONTROL

DEVICES. REFERENCE MECHANICAL PLANS FOR DEVICE LOCATIONS AND COORDINATE EXACT

REQUIREMENTS WITH MECHANICAL CONTRACTOR.

2. ELECTRICAL CONTRACTOR IS RESPONSIBLE FOR COORDINATING ALL KITCHEN EQUIPMENT

REQUIREMENTS WITH KITCHEN EQUIPMENT SUPPLIER. E/C SHALL PROVIDE ALL ACCESSORIES AS

REQUIRED TO MAKE ALL FINAL ELECTRICAL CONNECTIONS TO KITCHEN EQUIPMENT, WHICH INCLUDE

BUT IS NOT LIMITED TO PROVIDING ASSOCIATED OUTLET TYPES AND CORDS/PLUGS AS REQUIRED.

COORDINATE EXACT DEVICE LOCATIONS PRIOR TO ROUGH-IN.

3. ALL KITCHEN AND CONCESSIONS WIRING DEVICES SHALL BE GFI TYPE OR CIRCUITED TO A GFI CIRCUIT

BREAKER.

GENERAL NOTES:

EXISTING

L5

EXISTING

KDP-L

EXISTING

KDP-R

FREEZER400K

COOLER400J

RECEIVING400G

KITCHEN400

LAUNDRY400F

DRY FOOD400H

CONCESSIONS400C

DISH RETURN400B

TOILET400D

AC

AC

RECESSED

FLOOR BOX

FOR CASHIER

10'-3"

EF21

F F1

2

3

44

5 5

L71

TR7

7

8 8

8

AC

AC

AC

AC

10'-3"

10'-3"

F

6 6

L71

19

L71

21

L71

20

L71

1

L71

2

6-30R

L71

3

L14-20R

L71

5

6-30RL71

6

6-30R

L71

10

L71

11

L71

13

6-20R

L71

15

L14-20R

L71

14

L71

22

9

9

10

L71

23

L71

25

L71

27

L71

29

L71

28

L71

26

11

(TYPICAL)

12

F 1

54" DOOR

54" DOOR

54" DOOR

L71

31

L71

33

L71

32

13

1313

14

14

14

11A

11B

10 10D

11A

11C8

7A7C

7D11D

11D

7B

KEY PLAN


Drawing No.






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1 AD#1 10.3.2018

JSG9.4.201817-0920

E201ELECTRICAL PLAN

HIG

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NORTHScale: 3/16" = 1'-0"1 AREA 11C, 7D KITCHEN ELECTRICAL PLAN

JJ

1. PROVIDE 2 - #12 AND 1 #12 GROUND, AND WIRE TO NEW 20A, 1-POLE BREAKER IN EXISTING PANEL.

2. PROVIDE VERTICAL FLOOR TO CEILING POWER/DATA POLE AND DEVICES SIMILAR TO THOSE

DEMOLISHED FROM NEW DRAMA ROOM. EXISTING POWER/DATA POLES REMOVED FROM DRAMA

ROOM MAY BE INSTALLED IN NEW BUSINESS ROOM IF IN GOOD CONDITION. REUSE SHALL BE SUBJECT

TO OWNER APPROVAL. SECURE POLES FOR RIGIDITY.

3. MOVE EXISTING HVAC CONTROL PANELS APPROXIMATELY 24" TO ACCOMODATE NEW WALL OPENING.

COORDINATE PANEL WORK WITH THERMAL MECHANICS INC (TMI), AND MECHANICAL CONTRACTOR.

KEYNOTES: 1

1. MAINTAIN FUNCTIONALITY OF EXISTING ELECTRICAL DEVICES NOT DEMOLISHED.

GENERAL NOTES:

STOR104B

TOILET104A

NURSE104

GF

4'

EXISTING

L2L2

1

EXISTING POWER

AND DATA SHALL

REMAIN

EF31

L2

1

T

TS5

3

BUSINESS109

L2

1L2

1L2

1L2

1

RELOCATE EXISTING

PROJECTOR DEVICES

L2

1

2222

11A

11B

10 10D

11A

11C8

7A7C

7D11D

11D

7B

KEY PLAN


Drawing No.






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1 AD#1 10.3.2018

JSG9.4.201817-0920

E204ELECTRICAL PLANS

HIG

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CA

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NORTH

NORTHScale: 3/16" = 1'-0"2 AREA 11B NURSE ELECTRICAL PLAN

Scale: 3/16" = 1'-0"1 AREA 11A BUSINESS ELECTRICAL PLAN