Report PROJECT DIRECTORY
COSTCO WHOLESALE
Optical Remodel
Warehouse No. 111
j 7850 SW Dartmouth
Tigard, Oregon 97223
I MG2 # 95-1840-22
z
Issued for Permit
September 25, 2015
OWNER: COSTCO WHOLESALE
999 LAKE DRIVE
ISSAQUAH, WASHINGTON 98027
MG2 ARCHITECTURAL
1101 Second Avenue, Suite 1000 P: 206.962.6500
Seattle, Washington 98101 F: 206.962.6499
Contact: Christina Puzon E: Christina.Puzon@MG2.com
ENGINEERS NORTHWEST STRUCTURAL
9725 Third Avenue, Suite 207 P: 206.525.7560
Seattle, Washington 98115 F: 206.522.6698
Contact: Sam Han E: samh@engineersnw.com
T.E. INC. MECHANICAL & ELECTRICAL
830 N. Riverside Drive, Suite 200 P: 425.970.3753
Renton, Washington 98055 F: 425.970.3756
Contact: Ann Tieu (Electrical) E: atieu@tei-engineering.com
This project may not be included in any bid depository system for the purpose of receiving
unsolicited bids by subcontractors, subcontractor trades, or sub-bids.
By Architect of Record
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PROJECT • ' WAREHOUSE "PROJECTSOF
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1 TABLE OF CONTENT
2 DIVISIONS 0 AND 1 ........................................................................................................ Page 4
3 a Summary of Work
4 e Examination of Site and Documents
5 9 Interpretations
6 • Substitutions
7 9 Submission of Bid
8 9 Withdrawal of Bids
9 9 Performance Bond and Payment Bond
10 • Rejection of Bids
11 e Overhead and Profit
12 9 Sales Tax
13 • Liquidated Damages
14 • Agreement, General Conditions and Supplementary Conditions
15 Insurance
16 • Special Conditions
17 o Schedule of Values
18 • Application for Payment
19 • Contract Modifications
20 • Use of Site, Measurements and Existing Conditions
21 • Permitting
22 Required Postings to sitelfolio
23 • Coordination
24 • Cleaning and Protection
25 e Project Closeout
26 Cutting and Patching
27 9 Workmanship
28 a Conformance Submittal Requirements
i 29 e Contractor Designed and Provided Systems
30 DIVISION 2...................................................................................................................... Page 14
31 Selective Demolition
32 DIVISION 3...................................................................................................................... Page 14
33 • Concrete & Reinforcement
34 DIVISION 4...................................................................................................................... Page 17
35 Concrete Masonry Units
36 DIVISION 5...................................................................................................................... Page 17
E 37 Cold-Formed Metal Framing
38 Metal Fabrications& Folding Ladder
39 DIVISION 6...................................................................................................................... Page 19
40 • Miscellaneous Lumber
41 e Fiberglass Reinforced Panels
42 a Polycarbonate Panels Above Bug Lights
43 e Decorative Fiberglass Reinforced Plastic Panels (DFRPP) at Optical
44 DIVISION 7...................................................................................................................... Page 20
45 e Water Repellent'
46 • Insulation
47 Exterior Insulation and Finish System (EIFS)
48 Metal Wall Panels—Infill, Patch and Repair
49 e Firestopping
50 Fireproofing
51 e Fire-Rated Duct Insulation
52 Joint Sealants
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• ' WAREHOUSE PROJECTS
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1 • Membrane Roofing—Patch Repair, Curbs and Pipe Stands r
2 • Metal Roofing —Patch Repair, Curbs and Pipe Stands
3 DIVISION 8...................................................................................................................... Page 24
4 9 Doors, Frames and Hardware
5 • Overhead Service Doors
6 • Glazed Aluminum Sectional Doors at Enclosed Canopies 11
7 • Aluminum Coiling Shutters at Outdoor Soda Alcove, Food Service Counter and Pharmacy
8 9 Tire Sales/Optical Security Grille
9 • Aluminum Storefronts, Windows and Entrances y
10 • Sliding Manual Doors at Interior Optical Reception
11 • Sliding Automatic Doors at Building Main Entrance and Liquor Sales Entrance
12 a Food Service Pass-Through Windows I
13 • Pharmacy Pass-Through Windows
14 • Security Window and Receiver at Ante Room
15 9 Skylights
16 • Glass Glazing
17 DIVISION 9...................................................................................................................... Page 32 ,
18 9 Exterior Portland Cement Plaster(Stucco) Patching and Repair
19 • Gypsum Board Assemblies& Light Gage Metal Framing
20 • Tiling in Restrooms
21 • Tile Base
22 • Acoustic Ceiling ,
23 a Resilient Flooring
24 • Carpet Tiles at Pharmacy& Hearing Center
25 e Polymer Flooring
26 a Stainless Steel Wall Panels
27 • Sound Curtain
28 • Painting
29 DIVISION 10 Page 37
30 e Interior Signage
31 • Toilet Compartments
32 e Toilet Accessories
33 e Wall Protection ,
34 e Miscellaneous Specialties
35 9 Bird Control Devices
36 DIVISION 11 Page 38
37 Dock Equipment
38 DIVISION 12.................................................................................................................... Page 38
39 Site Furnishings
40 DIVISION 21 .................................................................................................................... Page 38
41
Fire Suppression Sprinkler, General
42 e Sprinkler System Design Requirements
43 • Sprinkler Submittals
44 • Sprinkler Materials
45 9 Sprinkler Installation
46 9 Rotisserie/Food Service Hood System
47 DIVISION 22.................................................................................................................... Page 41
48 e Plumbing Work -General
49 e Plumbing Materials and Methods '
50 Plumbing Insulation
51 a Soil, Waste and Drainage
52 9 Domestic Water System
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1 Plumbing Fixtures and Trim
2 DIVISION 23.................................................................................................................... Page 44
3 a Mechanical Work-General
4 a Mechanical Materials and Methods
5 a Mechanical Insulation
6 e Fuel Gas Piping and Equipment
7 • Special Piping System (Compressed Air)
8 Rooftop Air Conditioners
n 9 • Air Curtains
r 10 e Exhaust Fans
11 e Ductwork for Removal of Grease and Smoke Laden Vapors
12 • Air Distribution System
13 • Controls and Automation
14 • Testing, Adjusting and Balancing
15 DIVISION 24.................................................................................................................... Page 47
16 • Refrigeration
17 DIVISION 26.................................................................................................................... Page 47
18 e Electrical General Provisions
19 e Electrical Basic Materials and Methods
20 a Electrical Workmanship
21 9 Lighting
22 DIVISION 28.................................................................................................................... Page 50
23 9 Fire Detection and Alarm
24 DIVISION 31 .................................................................................................................... Page 50
25 • Clearing of Site
26 • Excavation Support and Protection
ti 27 Earthwork
28 DIVISION 32.................................................................................................................... Page 52
29 • Sanitary Sewage System
30 • Site Drainage
31 • Asphalt Pavement
32 9 Pavement Marking
33 • Tactile Warning Surfacing
34 • Traffic Control Devices
35 • Chain-Link Fencing
36 APPENDIX -FORMS....................................................................................................... Page 55
37 a Product Conformance Certification
38 a Fire Sprinkler— Plan Review Checklist
39 9 Pipe Inspection Form
40 • Conformance Submittal —Fire Sprinkler System
41 Low Stock — Freezer/Cooler Dry Pendent Sprinkler
42 High Stock— Freezer/Cooler Dry Pendent Sprinkler
43
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PROJECT MANUAL F• - WAREHOUSE PROJECTSOF
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1 DIVISIONS 0 AND 1
2 SUMMARY OF WORK
3 9 The Work includes Remodeling of the existing Costco Wholesale Warehouse located in the
4 U.S.
5 • The Work includes furnishing all labor, material and services necessary to complete the Work.
6 • Comply with all safety requirements including bracing and shoring.
7 • All Work shall comply with applicable codes. Non-conforming work shall be replaced at no cost
8 to the Owner.
9 SPECIFICATIONS— NOT ALL MAY APPLY TO YOUR PROJECT
10 a Not all requirements and material specifications in this document may be applicable to your
11 Project. Contact Architect for clarifications or missing information. r
12 9 In general, all new Work is to match and blend into existing construction.
13 EXAMINATION OF SITE AND DOCUMENTS
14 Before submitting a proposal, the bidder shall visit the site of the work and become fully
15 informed about existing conditions and limitations.
16 INTERPRETATIONS
17 Questions regarding Drawings and Specifications shall be addressed to the Architect via the
18 bidding General Contractors only and will be answered by addenda addressed to all bidders.
19 Neither the Owner nor the Architect will be responsible for oral interpretations.
20 • The General Contractor is required to notify the Architect of all discrepancies contained in the
21 bidding documents.
22 • Questions received less than 48 hours before the time set for when bid is due cannot be
23 answered. All addenda issued during the bidding period will be incorporated into the Contract. 1
24 SUBSTITUTIONS _
25 No substitutions will be allowed. ~
26 SUBMISSION OF BID -
27 • Bidder is responsible for posting his/her bid to sitelfolio, to be received by Costco Wholesale, in
28 care of the Architect, by 2:00 p.m. (Pacific Time) on the date and time set. Bids not received on
29 or before the date and time set may be rejected.
30 Submit the bid on the Form of Bid Proposal in Microsoft Excel Spreadsheet, along with a PDF �y
31 electronic copy of the Signature Sheet, provided to the Bidder by the Architect. Failure to
32 submit this form by this date and time may disqualify the bidder.
33 o At the Architect's request, the Contractor shall supply subcontractor and/or labor, material
34 and quantity back up for any values listed in the Bid Breakdown that the Architect deems
35 necessary.
36 o Clarifications and exclusions are NOT allowed. Do not include clarifications or exclusions
37 in the Bid Proposal. All questions requiring interpretation or clarification must be submitted,
38 in writing, to the Architect prior to submitting the Bid Proposal.
39 Bidder will also be required to submit a separate "Contract Bid Book", containing all tabulated
40 subcontractor bids, together with identifying the subcontractors that will likely be used for the
41 work within each trade, and a comprehensive breakdown of the General Conditions.
42 o Submit one PDF electronic copy via sitelfolio within 24 hours and one hard copy in the form
43 of a three-ring binder within 3 business days of the bid posting date.
44 o The Owner reserves the right to exercise formal approval of all major subcontracts. r
45 Incorporate this approval into the construction contract.
46 Bidder will also be required to submit the "Labor and Equipment Rates" in a PDF electronic
47 copy via sitelfolio within 24 hours of the bid posting date. Assemble and submit a list of Labor
48 and Equipment Rates for ALL major trades and subcontractors. 1
49 o Labor Rates: Provide labor rates for all trades and labor categories that are to be utilized
50 on this Project. Labor rates shall reflect hourly base rate, fringe rates and all other burdens
51 and the total hourly rate and identify overtime rates including base rate, fringe rates and all
52 other burdens and the total hourly rate.
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1 o Equipment Rates: Equipment rates shall reflect total hourly rate, including but not limited to
2 fuel, maintenance, insurance profit and overhead and identify labor classification required
3 for operation. All equipment to be utilized for this Project is to be identified.
4 WITHDRAWAL OF BIDS
5 Any bidder may withdraw his/her bid, either personally or by written request, at any time prior to
" 6 the bid date and time set. No bid may be withdrawn or modified after the time set for bid receipt
7 unless and until the award of contract is delayed for a period exceeding 30 days.
8 PERFORMANCE BOND AND PAYMENT BOND
9 Prior to signing the contract, the Owner may require the Contractor to secure and pay for a
10 Performance Bond and a Payment Bond for labor, materials, and equipment used in the
11 performance of the work. Each of the bonds shall be 100% of the contract sum and issued by
12 a Surety or a Bonding Company licensed to transact business in the jurisdiction of the project.
13 Use AIA Document A312 "Performance Bond and Payment Bond".
14 REJECTION OF BIDS
15 a The Owner reserves the right to reject any and all bids.
16 OVERHEAD AND PROFIT
'I 17 Combined Base Bid shall include Contractor's overhead and profit.
18 SALES TAX
19 Where applicable, Sales Tax is included in the Combined Base Bid.
20 LIQUIDATED DAMAGES
21 Pay the Owner liquidated damages for each consecutive calendar day the work remains
22 uncompleted after the date of Partial Substantial Completion per contract amounts as follow:
23 USD $0 to under$500,000.00......................................USD $500.00 per day
24 USD $500,000.00 to under$1,000,000.00....................USD $2,500.00 per day
25 USD $1,000,000.00 and over-......................................USD $5,000.00 per day
26 AGREEMENT, GENERAL CONDITIONS AND SUPPLEMENTRAY CONDITIONS
27 • Agreement: Provide properly executed Agreement mutually agreed upon form; e.g. AIA
28 Agreement, Owner-issued Purchase Order, etc.
29 a General Conditions: In the absence of any General Conditions; use AIA A107 Form of
30 Agreement Between Owner and Contractor for a Project of Limited Scope, 2007 Edition. Modify
31 A107 as follows:
32 o 3.1 Contract Sum: Select-Stipulated Sum
33 o 5.1 Dispute Resolution: Select-Litigation in a court of competent jurisdiction.
34 o 7.1 Add "Invitation to Bid"to the Contract Documents enumerated.
35 o Replace the word "Architect"with "Owner" as related to the Construction Phase of the
36 project if noted in the Bidding Requirements.
37 Supplementary Conditions to AIA Document A201: Modify AIA Document A201 —2007
38 General Conditions of the Contract for Construction as follows:
39 SC-1 CONFLICTS: In case of conflict between the Technical Specifications, General
40 Requirements, General Conditions, and Supplementary Conditions, the Technical
41 Specifications shall govern.
42 SC-2 MODIFICATIONS OF THE GENERAL CONDITIONS OF THE CONTRACT FOR
43 CONSTRUCTION
44 ARTICLE 1 GENERAL PROVISIONS
45 1.1 BASIC DEFINITIONS
46 Par. 1.1.1 Change the last sentence to read: "Unless specifically enumerated in the
47 Agreement, the Contract Documents DO include Bid Documents (Invitation to Bid,
48 Instructions to Bidders, sample forms, Addenda, Contractors Bid Proposal, and Bid
49 Proposal Breakdown), and other documents as specifically enumerated in the
50 Owner/Contractor Agreement."
51 ARTICLE 2 OWNER
? - 52 2.2 INFORMATION AND SERVICES REQUIRED OF THE OWNER
53 Par. 2.2.3 Add to the end of the paragraph: "Owner shall furnish all soils/geotechnical reports
54 describing the physical characteristics for the site of the project."
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1 ARTICLE 3 CONTRACTOR
2 3.4 LABOR AND MATERIALS '
3 Par. 3.4.1 Add to the end of the sentence: "...until cost responsibilities are transferred to the
4 Owner." `
5 3.7 PERMITS, FEES, NOTICES,AND COMPLIANCE WITH LAWS
6 Par. 3.7.1 Change entire paragraph to read: "Owner will pay plan check and basic building
7 permit fee costs. Contractor shall secure and pay for Mechanical HVAC, Piping and l
8 Plumbing, Electrical, Refrigeration, all other subcontractor and vendor permits and
9 fees, as required by local jurisdictions, including: y
10 1. Permits for signage, Occupancy and other work not listed but required for this
11 project."
12 3.9 SUPERINTENDENT
13 Par. 3.9.1 Add to the end of the paragraph: "Prior to commencing the work, the Contractor and
14 the Superintendent shall set the standards and levels of responsibility for the
15 Superintendent for the duration of the work.
16 ARTICLE 4 ARCHITECT `
17 4.2 ADMINISTRATION OF THE CONTRACT
18 Par. 4.2.8 Change the first sentence to read: "The Contractor will prepare Change Orders. The
19 Architect will prepare Construction Change Directives, and may authorize minor
20 changes in the Work as provided in Section 7.4."
21 ARTICLE 9 PAYMENTS AND COMPLETION
22 9.3 APPLICATIONS FOR PAYMENT
23 Par. 9.3.1 At the end of the last sentence, delete "and shall reflect retainage if provided for in
24 the Contract Documents." and add the following: "and shall reflect ten percent (10%)
25 retainage."
26 For Projects in the State of New Jersey, ADD the following Par. 9.3.1.3:
27 Par. 9.3.1.3 Add new subparagraph 9.3.1.3 and the following: In addition to the ten percent
28 (10%) retainage stated in Par. 9.3.1, a seven percent (7%)will be withheld from each
29 payment made to any unregistered, unincorporated Construction Contractors,
30 Subcontractors, and lower tier Subcontractors, in compliance with the State of New
31 Jersey Withholding Requirements for Construction Contractor Services. The
32 Contractor, Subcontractor, or lower tier Subcontractor may be exempt from the
33 withholding, if one of the following is provided to Owner:
34 .1 Evidence that the Contractor, Subcontractor, and lower tier Subcontractor are
35 operating as Corporations. Submit completed Form W-9 for Contractor,
36 Subcontractor, and lower tier Subcontractor as proof of incorporation.
37 .2 Evidence that the Contractor, Subcontractor, and lower tier Subcontractor are
38 registered with the State of New Jersey Division of Revenue, Department of
39 Treasury. Submit a Business Registration Certificate issued by the State of _
40 New Jersey, Division of Revenue,for Contractor, Subcontractor, and lower tier
41 Subcontractor as proof of registration.
42 .3 Contractor shall be liable for any penalties imposed on Costco as a result of
43 the Contractor's failure to provide adequate documentation.
44 .4 Contractor shall be liable for the withholding for any payments made to the
45 Subcontractor or lower tier Subcontractor.
46 Par. 9.3.2 Add the following to the end of the paragraph: "Suitably stored" means protected for
47 security (theft and vandalism) and protected from the weather (sun, rain, snow,
48 freezing temperatures, etc.). ti
49 Par. 9.3.3 Add the following to the end of the paragraph: "Free and clear of liens, claims,
50 security interests or encumbrances" means that the Contractor has paid all parties for
51 work previously completed and reimbursements have been made to the Contractor
52 by the Owner. Should a lien, claim, etc., be placed on the work, the Contractor is
53 responsible for its removal, and the Owner will be held harmless in the process. See
54 Application for Payment for Lien Waiver and Affidavit requirements."
55 9.8 SUBSTANTIAL COMPLETION
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1 Par. 9.8.1 Change entire paragraph to read: "The date of Substantial Completion of the Work is
2 the date certified by the Architect that construction is 100% complete (with only final
3 corrections remaining to be completed) in accordance with the Contract Documents
4 so that the Owner can occupy or utilize the Work for its intended use."
5 ARTICLE 11 INSURANCE AND BONDS
6 11.1 CONTRACTOR'S LIABILITY INSURANCE
7 Par. 11.1.1 Revise the paragraph to read: "The Contractor shall purchase...as will protect the
8 Contractor, Owner, and Architect of Record from claims..."
9
.t 10 .4 Add the following to the end of the sentence: "which are sustained (1) by any
11 person as a result of an offense directly or indirectly related to the employment
12 of such person by the Contractor, or(2) by any other person;"
13 The policies of insurance purchased and maintained by the Contractor shall include,
14 but are not limited to, the following coverages:
15 .1 General Liability: Comprehensive form including premises operations,
16 explosion and collapse hazard, underground hazard, products/complete
rl 17 operations hazard, contractual insurance, broad form property damage,
18 independent contractors and personal injury, and the stop-gap endorsement.
19 .2 Automobile Liability: Comprehensive Form, Auto policy must be written on an
20 Occurrence Based form, including owned, hired, and non-owned vehicles.
21 .3 Excess Liability: Umbrella form shall apply to General Liability and Auto
22 Liability. Policy shall be written as "follow form".
23 .4 Workers' Compensation and Employers' Liability
24 Par. 11.1.2 Change the first sentence to read: "The insurance required by Subparagraph 11.1.1
25 shall include contractual liability insurance applicable to the Contractor's obligations
26 under Paragraph 3.18, and shall be written for limits required by laws governing in
27 localities having jurisdiction, but no less than the limits set forth below:"
28 PER OCCURRENCE AGGREGATE
° 29 General Liability
30 Bodily Injury $1,000,000 $2,000,000
31 Property Damage $1,000,000 $2,000,000
i 32
33 Auto Liability $1,000,000
34
i 35 Umbrella Policy $5,000,000 $5,000,000
36
_ 37 Workers Compensation Statutory
38 Employers Liability $1,000,000 $1,000,000
39 (each accident) (bodily injury, by disease,
40 each employee)
n 41 Par. 11.1.3 Change the first two sentences to read: "Certificates of insurance acceptable to the
j 42 Owner shall be filed with the Owner and Architect prior to commencement of the work
43 and thereafter upon renewal or replacement of each required policy of insurance.
44 The original policies may be substituted for the certificates. These certificates and
45 the insurance policies required by this Section 11.1 shall contain a provision that
,_.. 46 coverages afforded under the policies will not be canceled or allowed to expire until
47 the Work has been completed or at least 30 days' prior written notice has been given
48 to the Owner."
49 All policies shall include waiver of insurer's rights to subrogate against Costco
50 Wholesale. General liability, Umbrella and Pollution policies shall be maintained for 5
51 years upon contract completion.
52 Terms and Conditions: All policies (including property) shall be placed with
53 insurance carriers rated by AM Best at A-VIII or better. All policies shall be written
54 on an "Occurrence Based"form. If unavailable, "Claims Made"form will be
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1 acceptable under the following terms. All claims made policies are to be maintained
2 in effect by Company at all times while the agreement is in effect, claims made
3 policies shall have a retroactive date of 5 years prior to entering into Costco's
4 contract. Extended Reporting period coverage shall be provided to Costco for a
5 period of at least 5 years upon contract completion. Risk Management should review
6 claims made policy requests. Insurance policies maintained by Contractor and its
7 Sub-Contractors shall be primary. Policies maintained by Owner shall be excess and
8 noncontributory to policies maintained by Contractor/Sub-contractors. Insurance
9 requirements shall not be deemed to release or diminish the liability of contracted
10 party including, without limitation, liability under the indemnity provision of this
11 agreement. Damage recoverable by Costco shall not be limited by the amount or �-
12 scope of the required insurance coverages.
13 Par. 11.1.4 Add the word "primary" in the paragraph: "...(1)the Owner, the Architect, and the
14 Architect's Consultants as primary additional insureds...and (2)the Owner as a
15 primary additional insured for claims..."
16 Par. 11.1.5 Add new paragraph: "The Owner and the Architect are named as additional insureds
17 on all insurance required by Subparagraph 11.1.1 and will be protected against all :-
18 claims, which may arise from operations under the Contract.
19 11.3 PROPERTY INSURANCE
20 Par. 11.3.1 Change the first sentence to read: "Unless otherwise provided, the Contractor shall
21 purchase and maintain, in a company or companies lawfully authorized to do
22 business in the jurisdiction in which the Project is located, property insurance written '
23 on a builder's risk"all-risk", on ALS 72 Form, for the entire Work at the site for the full
24 value of the Work required by the Contract Documents and not less than the final
25 completed value of the Project. This insurance shall also include "Difference in
26 Conditions" (D.I.C.) in the insured property.
27 In the last sentence after"...Sub-subcontractors" add "and any loss payees".
28 Par. 11.3.1.1 After"Property insurance shall be on an "all-risk"..." delete "or
29 equivalent policy form"and add "policy, on ALS 72 Form,".
30 Par. 11.3.1.1 For Projects in the State of California, delete the word "earthquake" 1
31 in this paragraph.
32 Par. 11.3.1.2 Delete entire paragraph.
33 Par. 11.3.1.3 After"If the property insurance requires deductibles, the..." delete
34 "Owner" and replace with "Contractor".
35 Par. 11.3.1.5 Delete entire paragraph.
36 Par. 11.3.2 BOILER AND MACHINERY INSURANCE
37 Change paragraph to read: "The Contractor shall purchase and maintain boiler and
38 machinery insurance required by the Contract Documents or by law, as necessary to
39 provide full replacement cost coverage and liability coverage for bodily injury or
40 property damage with limits of$1,000,000.00, and/or as may be required by any
41 governing law, which shall specifically cover such insured objects during installation 1,
42 and until final acceptance by the Owner; this insurance shall include interests of the
43 Owner, Contractor, Subcontractors, Sub-subcontractors, and any loss payees in the
44 Work, and the Owner, Architect of Record, Architect's Consultants and Contractor
45 shall be named insureds."
46 Par. 11.3.3 LOSS OF USE INSURANCE
47 Delete the entire paragraph.
48 Par. 11.3.4 Change the paragraph to read: If the Owner requests in writing that insurance for
49 risks other than those described in Subparagraphs 11.3.1 and 11.3.2 or other special
50 hazards be included in the property insurance policy, the Contractor shall include
51 such insurance.
52 Par. 11.3.6 Change the first sentence to read: "Before an exposure to loss may occur, the
53 Contractor shall file a copy of all policies or certificate of insurance with the Owner.
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1 The work, as included in the Contract Documents, will not commence until the
2 insurance certificates or policies have been delivered to the Owner."
3 Par. 11.3.7 WAIVERS OF SUBROGATION
4 Add the following to the beginning of the paragraph: "The Contractor shall indemnify,
5 hold harmless, and defend (1) the Owner, its officers, agents and employees and (2)
6 Architect of Record and Architect's Consultants from liability of any nature or kind,
7 including costs and expenses, for or on account of any and all legal actions or claims
8 of any character whatsoever resulting from injuries or damages sustained by any
9 person or property."
10 Par. 11.3.8 Change the first sentence to read: "Any loss insured under Subparagraph 11.3.1 is
11 to be adjusted with the Owner as fiduciary for the insureds, as their interests may
12 appear, subject to the requirements of any applicable mortgagee clause and of
13 Subparagraph 11.3.10."
14 Par. 11.3.9 Add to the end of the last sentence: "and shall be covered by an appropriate Change
15 Order."
16 Par. 11.3.10 Delete the last sentence "If the Owner and Contractor...in accordance with the
17 directions of the arbitrators."
18 ARTICLE 12 UNCOVERING AND CORRECTION OF WORK
19 12.2 CORRECTION OF WORK
20 Par. 12.2.2 AFTER SUBSTANTIAL COMPLETION
21 Par. 12.2.2.1: In the first sentence, change "one year" into "two years". In the
22 third sentence, change "one year" into "two years".
23 Par. 12.2.2.2: In the first sentence, change "one-year" into "two-year".
24 Par. 12.2.2.3: In the first sentence, change "one-year" into"two-year".
25 Par. 12.2.2.5: In the second sentence, change "one-year" into "two-year".
26 ARTICLE 14 TERMINATION OR SUSPENSION OF THE CONTRACT
27 14.2 TERMINATION BY THE OWNER FOR CAUSE
28 Par. 14.2.1: Add a new subparagraph to the end of the paragraph:
29 .5 'fails to meet the time schedules set forth in this Agreement."
30 Par. 14.2.2 At the end of the paragraph, delete the words "subject to any prior rights of the
31 surety".
}_ 32 Par. 14.2.3 After the word "payment"add the words "of any amount due Contractor for completed
33 Work..."
34 Par. 14.2.4: In the first sentence after the word "damages" add the words "including consequential
35 damages." Add to the end of the second sentence the words "plus interest".
36 14.4 TERMINATION BY THE OWNER FOR CONVENIENCE
37 Par. 14.4.3: At the end of the sentence after the word "Work" delete the word "not."
38 INSURANCE
39 Before starting work, provide an AIA G715 Certificate of Insurance or a Certificate of Insurance
40 acceptable to the Owner and Architect
41 Insurance limits must have Owner's approval.
42 The Owner and Architect shall be named as primary additional insured under all the
43 Contractor's insurance policies.
44 SPECIAL CONDITIONS
45 Safety Policy: Contractor and subcontractors (all tiers) shall have an industrial experience
46 rating for similar construction projects that equals or is better than the average experience
47 rating for the state in which the project is located. Any questions regarding determination of the
48 industrial experience rating shall be determined at the sole discretion of Costco Wholesale.
t4l 49 Fair Wage Policy: Contractor and subcontractors (all tiers) shall comply with "Costco Wholesale
50 Hourly Wage Rate".
51 o "Fair Wages" shall mean not less than 90% of the general prevailing hourly wage rate,
52 excluding (i)the hourly fringe benefits amount and (ii)the holiday and vacation pay. The
53 amount so calculated will be referred to as the "Costco Wholesale Hourly Wage Rate". In
54 calculating the "Costco Wholesale Hourly Wage Rate", the Contractor and all
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PROJECT MANUALfOR WAREHOUSE PROJECTS OF
LIMITED SCOPE •
1 subcontractors shall rely on the most current Davis-Bacon Act prevailing wage
2 determinations for each craft, classifications or type of workman needed as amended for
3 the applicable job locality.
4 o The Contractor and all subcontractors shall also pay hourly "Fringe Benefits" to all
5 employees in addition to the "Costco Wholesale Hourly Wage Rate". Fringe Benefits must
6 include a health and medical care family plan, holiday and vacation pay, profit sharing and
7 pension. The adequacy of the Fringe Benefits paid shall be determined in the sole
8 discretion of Costco Wholesale and will be compared with other plans for the locality and
9 the hourly fringe benefits amount under the current Davis-Bacon Act for each craft,
10 classification or type of workman needed, as amended for the applicable job locality.
11 o Fair Wages Sign: Contractor shall display the Fair Wage Job Sign in a location where sign �..
12 can be visible to all employees. Sign has white overall background. Lettering is black.
2'-6'f _
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This is a Fair Wage Job.
If you have any questions 1 1/2°
regarding your wage, Arial Bold
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General Contractor
Site Superintendent 1 1/4"
Project Manager Arial f
Call: (_)
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13 o N
14 e Extra Work: No extra Work without prior written approval.
15 e Markups -- Maximums: 10% overhead & profit except 5% by General Contractor on work done
16 by Sub-contractor; 20% maximum total on Change Orders
17 SCHEDULE OF VALUES
18 • When requested, submit a Schedule of Values for approval with to the first Application for
19 Payment.
20 a Update to include any Change Orders.
21 Include overhead and profit within each line item. `(
22 APPLICATION FOR PAYMENT 1
23 • Submit at intervals noted in Agreement.
24 o Submit a draft copy 3 to 5 days prior to due date for review by Architect. i
25 • Include only approved Change Orders and Construction Change Directives.
26 • Owner will withhold 10% of payment (retainage). h
27 • Owner requires a completed W-9 Form from each subcontractor/material supplier, new and
28 established, when a joint check is requested. Submit completed W-9 Form to the Architect
29 prior to First Application for Payment.
30 • When required by the Agreement, submit three signed and notarized originals of the AIA G702
31 Application and Certificate for Payment and AIA G703 Continuation Sheet.
32 • Provide three signed originals of the Conditional Lien Waivers with each Application for y
33 Payment and Final Application for Payment. Use Conditional Lien Waiver Form provided by
34 the Architect; no other form will be accepted.
35 Include with Final Application for Payment: AIA G706 Contractor's Affidavit of Payment of
36 Debts and Claims together with AIA Document G706A Contractor's Affidavit of Release of
37 Liens.
38 CONTRACT MODIFICATIONS
Original 12-09-2008 10 of 60 9/10/2015
Revised 09-10-2015
PROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED SCOPE •
1 Owner-Initiated Changes that may affect the Contract Sum or Time will be issued on Change
2 Order Proposal Request Form provided by the Architect. Do not proceed with the Work
3 described in the Proposal Request until accepted by the Owner. If accepted, include on
4 Application for Payment only after Proposal Request has been incorporated into a Change
5 Order.
6 Contractor-Initiated Changes that may affect the Contract Sum or Time must include a
7 complete description of the change, a detailed cost estimate, and the reason for the change.
8 Do not proceed with the Work until accepted by the Owner. If accepted, include on Application
i 9 for Payment only after Proposal Request has been incorporated into a Change Order.
10 • Time-Sensitive and Emergency Changes will be issued on AIA G714 Construction Change
ti 11 Directive.
12 . Change Orders will include only approved Owner-Initiated Changes and approved Contractor-
13 Initiated Changes. The Contractor shall prepare the Change Order using AIA G701 Change
14 Order. No Payment for non-approved changes.
15 USE OF SITE, MEASUREMENTS, AND EXISTING CONDITIONS
16 • Coordinate use of premises with the Owner.
17 . Provide/maintain temporary services as required.
18 The Owner will be occupying the premises during the entire construction period. Verify the
19 hours in which the Work can be performed; do NOT disrupt Owner's operations.
20 • Arrange and carry out work with the least possible disturbance and noise.
21 . Assume full responsibility for the protection and safekeeping of products stored on site. Move
22 items that interfere with the Owner's operation.
23 Verify all dimensions and conditions at the site. Notify Architect of any discrepancies.
24 • Take care not to damage existing premises during deliveries, demolition or removal of debris.
25 e Restore to original condition (without any charge to the Owner) any damage to existing or
26 adjoining premises. Include grass, paving, etc.
�f 27 a DO NOT allow construction debris to accumulate. Remove all debris from Project site daily.
- 28 TEMPORARY FACILITIES
29 • Temporary Egress: Maintain temporary egress from existing occupied facilities as indicated
30 and as required by authorities having jurisdiction.
31 . Temporary Utilities: Use of Owner's existing electrical, sewage, and water will be permitted
32 without metering. Contractor shall provide safe temporary connections and maintain conditions
i= 33 acceptable to the Owner.
34 Sanitary Facilities: Use of Owner's existing toilet facilities will be permitted, as long as facilities
35 are cleaned and maintained in a condition acceptable to Owner. At Substantial Completion,
36 restore these facilities to condition existing before initial use.
i 37 . Temporary Warehouse Public Restroom (when required): Provide separate, temporary exterior
38 public restrooms for Women and Men the duration of restroom remodel work in the Warehouse.
39 o Men's Restroom: Provide two (2) standard stall water closets, one (1) accessible stall
40 water closet, one (1) standard urinal, one (1) accessible urinal, two (2) standard lavatories,
41 one (1) accessible lavatory, and all appropriate accessories for a complete installation.
42 o Women's Restroom: Provide four (4) standard stall water closets, one (1) accessible stall
43 water closet, two (2) standard lavatories, one (1) accessible lavatory, and all appropriate
44 accessories for a complete installation.
45 o Accessories: Toilet paper dispenser, toilet seat cover, grab bars, paper tower dispenser,
46 soap dispenser, sanitary napkin disposal, coat hooks, shelf, and other accessories to make
47 a complete and operating facility.
48 o Locate where directed when work is started; keep in sanitary condition. Remove from site
` 49 on completion of work or when permanent toilets are available for public use.
50 o Furnish with stairs and a handicapped accessible ramp, handrails and guardrails for
51 access.
52 o Restrooms shall be ventilated,fully heated and air-conditioned, with hot and cold running
53 water, electric power and lights, and utility connections.
54 PERMITTING
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PROJECT MANUAL • WAREHOUSE PROJECTS • l_
SCOPELIMITED •
it
1 • Contractor is responsible for obtaining all required permits.
2 • The Contractor is responsible for providing all design documents, calculations, etc. necessary
3 to obtain permits if the information is not shown on the Drawings; e.g., contractor-designed `
4 items, shoring, etc.
5 REQUIRED POSTINGS TO SITEIFOLIO
6 Post the following to sitelfolio:
7 o Weekly Job Reports (no later than 10:00 a.m. local time, each Thursday) }
8 o Weekly Digital Photos (no later than 10:00 a.m. local time, each Thursday)
9 o Request for Information (RFI)
10 o Proposal Requests/ Change Order Proposals 1,
11 o Change Orders (CO)
12 o Product Data, Shop Drawings, etc. if required by the drawings.
13 o Record Documents
14 o Operation & Maintenance Manuals °.
15 o Warranties
16 COORDINATION
17 o Coordinate the Work including work being performed by the Owner.
18 • Coordinate Owner-furnished products, including items Supplied and Installed by Owner (S.I.O.)
19 and items Supplied by Owner and Installed by Contractor(S.O.I.C.). Provide necessary power, ,
20 plumbing, piping, utility services, and other necessary support systems for a complete /
21 installation.
22 • Do not delegate coordination responsibility to subcontractors.
23 CLEANING AND PROTECTION
24 o Provide temporary enclosures as required to protect existing and new Work and Owner's
25 product.
26 e Protect construction in progress and adjoining materials in place.
27 e Provide protective material/coating where required to assure protection from damage or
28 deterioration.
29 • Clean and provide maintenance on completed construction as frequently as necessary during
30 the construction period.
31 • Clean daily the areas and spaces where demolition, cutting and patching are performed.
32 e Remove debris daily.
33 PROJECT CLOSEOUT
34 Substantial Completion: The Owner and Architect(including consultants)will conduct the
35 Substantial Completion Inspection. The Architect will issue a Certificate of Substantial
36 Completion after the inspection or will notify the Contractor in writing of items that must be
37 completed or corrected before the certificate will be issued.
38 • When items in the Final Punch Lists are complete or corrected, review the lists with the Costco
39 Warehouse Manager for verification and signature. The Contractor must also sign-off the Final {
40 Punch Lists confirming that the work has been corrected and completed. The signed-off Punch
41 Lists shall be forwarded to the Architect with the application for Final Payment. ti
42 9 Final Payment will not be released until all punch-list items are completed.
43 e Prior to final payment, submit Record Documents, warranties, operation and maintenance
44 manuals, and training (if applicable)to the Owner. Operation and maintenance manuals shall
45 include warranties, guarantees and bonds and bound in heavy-duty, 3-ring, vinyl-covered, �.-
46 loose leaf binders, thickness as necessary to accommodate contents and sized to receive 8-
47 1/2-by-11-inch paper. Manuals shall be titled to indicate their contents. Deliver one original
48 and two PDF copies on Compact Disks of the O&M Manual to the Architect as part of the j
49 Contract Closeout documentation. Post one PDF copy of the O&M Manual on sitelfolio.
50 Provide Architect with Record Documents prior to submitting for Final Payment.
51 CUTTING AND PATCHING
52 Use methods least likely to damage elements retained or adjoining surfaces.
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S PROJECT
MANUAL WAREHOUSE PROJECTS OF
LIMITED SCOPE - USA •
MEXICO
1 9 Cut holes and slots as small as practical/possible, neatly to size required, and with minimum
2 disturbances of adjacent materials.
3 Where existing construction is removed, cut, or otherwise disturbed, patch to match the existing
4 adjacent surfaces. Seams to be as invisible as practical. Repaired finishes shall be extended
5 to the nearest visual break lines such as corners, ceiling lines, top of base, etc.
6 e Remove and replace areas, surfaces, or items that cannot be satisfactorily patched.
7 9 Repair and patch all exterior components as necessary to restore exterior enclosure to a
8 weather-tight condition. Completely seal all joints and penetrations.
9 WORKMANSHIP
10 • As a minimum, the level of workmanship should match the general level of existing
11 workmanship.
12 • All joints are to be tight, straight, even, and smooth.
13 • All Work is to be plumb, level, true to line, and straight.
14 e Provide all fasteners and connections (whether indicated or not) necessary to assemble the
15 Work.
16 • All material is new unless noted otherwise.
c 17 Prepare surface and remove surface finishes to provide for proper installation on new Work and
18 finishes.
19 o Where new Work abuts or aligns with existing, perform a smooth and even transition. Patched
20 Work to match existing adjacent work in texture and appearance.
21 • Trim existing doors as necessary to clear flooring. Seal cut edges.
22 e Repair, patch, or replace portions of Work that are damaged, lifted, discolored, or showing
23 other imperfections.
24 9 Comply with manufacturer's installation requirements.
25 CONFORMANCE SUBMITTAL REQUIREMENTS
26 e Do NOT submit any documentation, product data, shop drawings, etc. to the Architect if the
27 product incorporated into the work is exactly as specified.
28 • At Project Closeout, provide to the Architect a signed "Product Conformance Certification"form
�. 29 (attached at the end of this document) and a Product Conformance Certification List indicating
30 the manufacturer of the product that was incorporated into the work. No further action is
_. 31 required.
32 IMPORTANT: Non-complying "Product Conformance Certification"found incorporated into the
33 work must be replaced immediately with specified products at no cost to the Owner, no change
34 to the construction schedule and no operational impacts to the Owner. No Substitutions will be
35 allowed for non-complying products—they must be replaced with specified products; i.e., no
36 "after installation" approvals.
37 CONTRACTOR DESIGNED AND PROVIDED SYSTEMS
38 • The Contractor is responsible for providing a completed code-compliant operating system;
39 include design, materials and labor.
40 Meet recognized industry Reference Standards such as ASTM, NFPA, SMACNA, UL, etc. that
41 applies to each design.
42 e Obtain all jurisdictional approvals; provide all necessary documents—drawings, calculations,
43 etc. Perform all required testing; provide certificates.
44 • As a minimum, match existing systems materials.
45 • The following are to be Contractor-Designed Systems unless shown on the drawings:
46 o HVAC System: Tie controls into Trane Building Management System.
7 47 o Plumbing System: Verify all invert-elevation connection points prior to starting work.
48 o Electrical System: Tie lighting into Trane Building Management System.
49 o Fire Sprinkler and Fire Alarm System: Comply with NFPA 13; provide dry-system at exterior
j
50 locations; special configuration required at Freezers/Coolers to prevent pipe freezing.
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PROJECT MANUAL FOR • • OF
SCOPELIMITED •
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1 DIVISION 2
2 SELECTIVE DEMOLITION
3 a Verify with Owner items to be removed, reused, reinstalled, and/or relocated, prior to start of
4 any demolition. Protect and store salvaged items in a secure area until reinstallation or delivery
5 to Owner. Provide connections, supports, and miscellaneous materials necessary to make
6 reinstalled items functional for use indicated.
7 • Service and public access to the existing building and emergency paths of egress out of the
8 existing building shall be maintained at all times.
9 • Maintain existing utilities indicated to remain in service and protect them against damage during
10 selective demolition operations. Maintain continuous services into and sewer lines out of the
11 existing buildings without interruption.
12 • Provide adequate interior and exterior shoring, bracing, support and/or protection to prevent
13 movement or settlement or collapse of structure to be demolished and adjacent facilities to
14 remain. Conduct operations to prevent damage by falling debris or other cause to adjacent
15 buildings, structures, and other facilities as well as persons and animals. Repair damages
16 caused to adjacent facilities by demolition operations, as directed by the Architect and at no
17 cost to Owner.
18 e Use temporary enclosures and other suitable methods as necessary to limit the amount of dust
19 and dirt rising and scattering in the air, to the lowest level of air pollution practical for the
20 condition of work.
21 9 Demolish only selected portions of the building or structure that are necessary for construction
22 of new work.
23 a Remove all demolished materials from Project site and legally dispose of them in an approved
24 landfill. Do not allow demolished materials to accumulate on site. Burning of demolished l�
25 materials is prohibited.
26 DIVISION 3
27 CONCRETE & REINFORCEMENT
28 Definitions: Shrinkage Joints (S.J.), also known as Control or Contraction Joints, are saw-cut
29 joints made after slab finishing to control slab breaks caused by concrete shrinkage, to keep
30 cracks in straight lines under the saw-cuts; Expansion Joints (E.J.) are joints formed between
31 adjacent slab panels where panels are separate concrete pours and the panels are separated
32 with pre-molded joint filler topped with sealant to allow for thermal expansion/contraction of the
33 concrete.
34 Slab Removal: Saw-cut slab parallel/perpendicular to walls; no diagonal cuts. Keep width of
35 trenches small; extend width of slab removal to existing joint nearest trench.
36 Aggregate Base Course Under Slab: Maximum 3/4-inch aggregate, minimum 6-inch thickness; (
37 maximum 6-inch lifts; compact to 95% per ASTM D 1557. Moisten base course immediately f
38 before placing concrete. `.-
39 Building Concrete: 4,000 psi @ 28-days, Type I or II Portland cement, 5'/2-sacks per cubic
40 yard; water/cement ratio 0.49, maximum slump 4-inches. Use Type III Portland cement for high
41 early strength concrete at slab repairs, at trench cuts, at interior curbs, at Meat Platform, and ^
42 other interior remodel work where short curing time is required. Comply with ACI 318. Normal
43 weight coarse aggregates, uniformly graded, per ASTM C 33. Clean potable water. No fly ash
44 allowed. No air entrainment for interior concrete work.
45 Site Concrete: 3,000 psi @ 28-days, Type I Portland cement, 5 '/2-sacks per cubic yard;
46 water/cement ratio 0.49, maximum slump 4-inches. Comply with ACI 318. Normal weight
47 coarse aggregates, uniformly graded, per ASTM C 33. Clean potable water. No fly ash
48 allowed. j
49 Rebar: ASTM A615, Grade 60; lap 44 diameter(24-inches minimum), unless otherwise shown
50 on drawings.
51 Welded Wire Fabric: ASTM A185; 6x6-W1.4xW1.4 (6x6-10x10), lap 8-inches; set minimum 1
52 '/2-inches below top of slab, unless otherwise shown on drawings.
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PROJECT MANUAL FOR WAREHOUSE PROJECTS OF
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LIMITED SCOPE USA • MEXICO
1
1 Formed Isolation Pockets at Column Bases: "Pocket Form Isolator(PFI)" by Forrester
2 Manufacturing, as stay-in-place high density polyethylene formwork; contact Sheila Garren, ph:
r 3 (866) 256-4499 or (770) 932-8849, email: sgarren@isolationpocket.com.
4 Placing Concrete Slabs: Coat existing concrete to be joined with new concrete with bonding
5 agent where indicated on Structural Drawings. Place concrete in a continuous operation until a
6 section is complete. Thoroughly consolidate concrete using mechanical vibrators. Do not wet
7 concrete surfaces with water during screeding, initial floating, or finishing operations.
8 Concrete Finishes for Slabs Inside Building Line: Screed pours to proper elevations without
ti 9 irregularities. Maintain exact surface match of new pours with the top of the existing slab
10 edges. Steel trowel by hand to produce hard burnished, dense surface free from trowel marks.
11 Do not finish bleed water into the surface of the concrete slabs.
12 Refinishing Existing Concrete Slabs at Optical Center: The primary objective of slab refinishing
13 is to produce a smooth floor slab with a hard-burnished and glossy finish at the completion of
14 this work.
15 o Floor Preparation: Completely remove existing flooring materials indicated to be removed,
16 including all adhesives and other coatings down to bare concrete substrate. Use low-odor
17 remover and type that causes minimal changes to color or appearance of existing slab.
18 Apply remover to a test area in an inconspicuous location.
19 o Floor Patching and Repair: Apply patching material to divots and other holes in the floor. If
20 necessary, mix color dye in patching material to match color of adjacent slab surface. High
21 contrast between patching material and adjacent slab surface may not be acceptable to the
22 Owner. Allow patching material to fully cure and then grind smooth. Use "HT 150 SLV"
23 manufactured by Hi-Tech Systems or equivalent product approved by Architect. Select
24 color additives compatible with patching and sealer materials, as recommended by
25 patching material manufacturer. Where cracks occurred in the existing floor slab and are
26 exposed in the finished floor, follow crack repair instructions specified.
27 o Floor Slab Refinishing: Prior to start refinishing, inspect floor slab to ensure that substrate
28 is clean and free of debris, adhesives and other coatings incompatible with new sealer.
29 Apply light grind to remove adhesive swirl marks and other patterns imprinted in the slab
r 30 surface. A 200 grit diamond pad has been used in similar scope projects and is suggested
31 for use. However, Floor Finisher is responsible for selecting the pad type and size as
32 appropriate for actual slab conditions in order to produce the slab finish acceptable to the
33 Owner. Apply buffing, in multiple passes, to smooth out the surface and to bring out the
34 glossy shine in the slab. 800 grit and 1200 grit black pads have been used in similar scope
t 35 projects and are suggested for use. However, Floor Finisher is responsible for selecting
Y 36 the pad type and size as appropriate for actual slab conditions in order to produce the slab
37 finish acceptable to the Owner. Use a walk-behind machine to refinish the floor slab where
a 38 possible. Around the perimeter edges of the room and in tight corners or areas, use a
39 hand-held machine to refinish the slab. Use the wet process to refinish the floor slab to
40 minimize dusting to other occupied areas of the Warehouse. Protect walls and other
5 41 finishes indicated to remain from water damage and other refinishing work.
42 o Sealer Application: Use specified sealer-hardener-densifier products. Apply one sealer
43 coat to properly prepared floor slab at coverage recommended by manufacturer to achieve
44 a smooth and glossy surface. Burnish floor slab dry. An 800 grit black pad has been used
45 in similar scope projects and is suggested for use. However, Floor Finisher is responsible
46 for selecting the pad type and size as appropriate for actual slab conditions in order to
47 produce the slab finish acceptable to the Owner. Do not allow sealer coat to dry without
48 being burnished. A second sealer coat may be required to achieve the glossy shine
49 desired. Obtain Owner's approval at completion of the project.
50 Concrete Finishes for Slabs Outside Building Line: Medium-textured broom finish (in direction
51 of slope for drainage)for the following locations: slab under Entry Canopy; loading dock flat
52 area at trench drain. Medium-textured broom finish (perpendicular to direction of travel)for the
53 following locations: stoops at egress doors; walks adjoining the building and/or stoops; walks
54 near and parallel to the building with parking adjoining the walk; compactor slab; bread door
C
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PROJECT
MANUAL • WAREHOUSE
• PROJECTS OF
LIMITED SCOPE USA • MEXICO
P
1 slab; and on-site walks not adjoining the building. Medium-to-coarse-textured broom finish (in
2 direction of slope for drainage) at the following location: loading dock sloped surfaces.
3 Concrete Finishes for Interior Curbs: Strip forms while concrete is still green and steel-trowel �a
4 surfaces to a hard, dense finish with corners, intersections, and terminations slightly rounded.
5 Locate joints in curbs to align with joints in floor slab and install joint filler material in joints.
6 Apply sealer and hardener to exposed surfaces.
7 Concrete Finishes at Scrubber Pit: Repair and patch tie holes and bug holes. Completely grind
8 down, remove, and smooth out all rough corners, rough edges, and defective areas with fins,
9 projections, and surface irregularities. If required by the polymer flooring material installer, sack
10 finish the walls to provide for a smooth and bug holes free surface. I
11 • Formed Slab Joints: Do not tool or finish concrete construction joint edges to a radius edge.
12 Keep joints between adjacent slabs as pours as plain, straight, vertical butt joints, with sharp,
13 square concrete corners to prevent 'feathering' of joint filler.
14 Shrinkage Joints (S.J.): Start cutting concrete when strength is between 150 psi to 800 psi,
15 normally from 0 to 2 hours after final slab finish. Provide cuts with clean, straight, un-chipped
16 edges. Vacuum dry powder as soon as cut is made, before starting slab cure. Use "Soff-Cut +'
17 Joint Protectors"at intersection of cuts to maintain openness until joint filler is applied. Do not
18 use a sawblade if it makes chipped, spalled or raveled cuts, or use a skidplate that scratches
19 the concrete surface.
20 Non-Residual Curing Agents: NO SUBSTITUTIONS: "L & M Cure" by L& M Construction
21 Chemicals, or"Day-Chem Sil-Cure (J-13)" by Dayton Superior, or"Shur-Cure" by Paul M. Wolff.
22 Uniformly apply directly to the concrete slab surfaces in continuous operation by low pressure
23 power spray or roller, at a coverage rate in accordance to manufacturer's written instructions.
24 Wash off and squeegee excess cure to prevent white stains if cure is not absorbed within four
25 hours of application.
26 Sealer/Hardener: NO SUBSTITUTIONS: "L& M Seal Hard" by L & M Construction Chemicals,
27 or"Day-Chem Sure Hard (J-17)" by Dayton Superior, or"Pentra-Sil" by Convergent Concrete
28 Technologies, or"Shur-Seal" by Paul M. Wolff, or"Starseal PS Clear" by Vexcon Chemicals or
29 "Ashford Formula" manufactured by Curecrete Distribution, Inc. Apply 2 coats per
30 manufacturer's recommendations. Blend into and match existing adjacent concrete surfaces. f
31 Prior to application, completely remove all oil, stains, grease, dirt, dust, curing/sealing
32 membrane, paints, and other surface contaminants that may inhibit penetration of
33 sealer/hardener. First Coat: Apply directly from sealer container onto prepared surfaces,
34 undiluted, using a low pressure spray, at minimum rate of one gallon per 150 to 200 sq. ft;
35 follow with a mechanical "walk-behind" scrubber machine; allow surfaces to remain wet with
36 sealer for 30 to 60 minutes; after this period, when the treated surfaces become slippery under
37 foot, lightly mist or sprinkle the surfaces with water until sealer and hardener loses its
38 slipperiness; do not allow excess material to remain on the floor surface that may result in white
39 stains; if white stains occur, remove them immediately without damaging concrete surface.
40 Second Coat: Immediately before applying second coat, remove all oil spots and stains from
41 below the surface; detail scrub slab with high pH detergent; wet-soak the floor for a minimum of
42 thirty minutes; power scrub the entire floor with an automatic scrubber equipped with nylo-grit or F
43 strato-grit brush head or black stripping pad and high pH detergent; power rinse slab surface
44 removing all traces of soap residue; use a high-speed propane powered burnishing machine
45 equipped with an abrasive stripping pad to buff the surface by working the machine forward and
46 back to create a wax-like sheen.
47 Joint Fillers at Interior Slabs: NO SUBSTITUTIONS: Use"Penatron 3004" by ASTC Polymers
48 or"SL/85" by VersaFlex or"SSP-100" by Solid Solution Products at interior floor slabs and
49 curbs. Use 'Penatron 3246-60" by ASTC Polymers or"SL/60" by VersaFlex at Entry Canopy
50 slabs and benches. Honor all joints in the floor slab; locate joints in curbs directly above and to
51 align with joints in floor slab. Use backing rod compatible with joint filler material at formed
52 construction joints, but not at saw-cut shrinkage joints. Allow at least 1-1/4 inch filler depth.
53 Clean sidewalls of joints and remove all contaminants prior to installing joint filler. Fill joint with
54 filler so top of resin is slightly crowned above floor line, trim the overfill after resin has cured,
G
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PROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED SCOPE •
1 using a stiff, sharp razor so top of filler is flush with adjacent concrete floor on both sides.
2 Remove and refill if filler top is concave or not flush with adjacent concrete floor. Match existing
3 color.
4 e Expansion Joints at Freezer Slabs: NO SUBSTITUTIONS: "Sealtight Sponge Rubber", 1/2-
5 inch thick, with removable"Sealtight Snap-Cap", by W.R. Meadows. Fill with joint filler as
6 described above, after removal of joint cap.
7 • Armored Edge Joints at Thresholds of POS Freezer and Bakery Freezer: NO
8 SUBSTITUTIONS: "Armor-Edge Joint Assembly" by PNA Construction Technologies. Allow a
9 3/8-inch wide gap between steel bars for installation of pre-molded expansion gasket and
10 removable joint cap described above. Fill with joint filler after removal of joint cap.
11 Existing Interior Floor Slab Crack Repair: Repair cracks and areas of noticeable spalling in
12 existing slabs not placed as part of this project, that are within 10 feet of this work. Fill exposed
13 cracks wider than 1/8 inch and where noticeable spalling has occurred in existing slabs, as
14 follow: Rout out the crack with a concrete saw or special crack router, forming a groove at least
15 one-inch deep with sharp, vertical sides and make the groove wide enough to eliminate all
16 spalled areas; blow the crack clean with compressed air; use backer rod to create a vertical
17 dam at each end of the length to be filled, but do not use backer rod at the bottom of the crack;
18 fill the cracks or joints, 1/2-inch wide or smaller, with joint filler material specified above; if the
19 cracks or joints are more than 1/2-inch wide, use "Penatron 4034 Polyurea Concrete Repair
20 Material" by ASTC Polymers, or"Armor-Hard Early Set Structural Epoxy" by Metzger/McGuire,
21 or"Quick Mender Repair Polymer" by VersaFlex or"10-Minute Concrete Mender" by Roadware
22 and mix the polymer repair material with sand according to the manufacturer's instructions. For
23 small holes (such as anchor bolt holes), divots and pop-outs in slabs, blow holes clean with
24 compressed air and remove all loose materials and fill with "Penatron 4034 Polyurea Concrete
25 Repair Material" by ASTC Polymers or"Rapid Refloor" by Metzger/McGuire or"Quick Mender
26 Repair" by VersaFlex.
27 DIVISION 4
28 CONCRETE MASONRY UNITS
29 Mortar: ASTM C 270, C 780 or C 1142 for reinforced masonry; Type 1 Portland cement per
30 ASTM C150. Pre-blended dry mortar mix, Type S, is acceptable. Masonry cement not
31 permitted. Match existing color. Include "Dry-Block Mortar Water Repellent Admixture" by
32 Grace Construction Products or"Rheopel Plus Mortar Admixture" or"Rheopel Plus D" by BASF
33 Corp. or"Rainbloc for Mortar" by ACM Chemistries.
34 Grout: ASTM C 476, fine grout,for masonry unit cells, lintels, bond beams, below-grade wall
35 cavities, wall infills, and hollow metal frames at CMU.
36 Masonry Units: ASTM C 90, Grade N, medium weight (110 to 125 pcf), with integral color,
37 texture and scoring to match existing. Include "Dry-Block Block Water Repellent Admixture" by
38 Grace Construction Products or"Rheopel Plus" by BASF Corp. or "Rainbloc Admixture for
39 CMU" by ACM Chemistries, where units are exposed to weather.
40 DIVISION 5
j 41 COLD FORMED METAL FRAMING
l 42 e Steel Sheet: ASTM A 653/A 653M, structural steel, G60 zinc coating, Grade 33 for 18 gage
43 and less; Grade 50 for 16 gage and greater.
44 e Wall Framinq: 18 gage, 1-5/8-inch flange.
45 • Joist Framing: 16 gage, 1-5/8-inch flange.
46 METAL FABRICATIONS & FOLDING LADDER
47 o Fabrication and Erection: Comply with AISC specifications for fabrication and erection.
48 Exposed work to be finished smooth with even, close joints and neat connections; prime
49 painted white except galvanized where exposed to weather. Immediately after erection, clean
50 field welds, bolted connections, and abraded areas and then apply primer.
51 • Steel Decking: 1-1/2-inch x 22-gage Type-B; Verco Type HSB-36 or ASC Steel Deck "High
_ 52 Shear B-36"; galvanized ASTM A 653, for mezzanine deck with concrete topping and shop-
53 primed (white where exposed in completed construction)ASTM A 1008 for roof deck and
54 mezzanine deck with no concrete topping. Include all accessories. At roof decks, secure with
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i
Revised 09-10-2015
PROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED SCOPE •
h
1 5-puddle welds per sheet across each support and 18-inch-centers at supports parallel to span.
2 At security barriers, secure with 1/2-inch puddle welds at 24-inch-centers.
3 Wide Flange Shapes: ASTM A992 (Fy = 50,000 psi)
4 • Other Shapes and Plates: ASTM A-36 (Fy= 36,000 psi).
5 Tube Steel Columns: ASTM A500, Grade B (Fy= 46, 000 psi).
6 Pipe Columns: ASTM A53, Grade B (Fy=36,000 psi).
7 • Machine Bolts: A307.
8 e Welding: Comply with AWS D1.1; E70XX electrodes; minimum 1/4-inch continuous fillet.
9 • Touch up all galvanized surfaces after welding with SSPCC inorganic zinc-rich primer. r
10 e Handrails/Guardrails: Schedule 40 steel pipe, shop-primed except galvanized where exposed
11 to weather. Welded joints; grind smooth. Configurations as shown on drawings. Comply with
12 all applicable codes.
13 o Sizes at Guardrails: 2-inch outside diameter at Equipment, Receiving and Pneumatic Tube
14 Platforms; 1-1/2-inch outside diameter at all other locations. Include intermediate rails or
15 members to limit open spaces to a sphere 4 inches in diameter where railing is accessible
16 to the public or 12 inches where railing is not accessible to the public.
17 Cart Storage Post and Rails: Posts to have 3-inch outside diameter, Schedule 40 galvanized
18 steel pipe filled and capped with grout; Rails to have 2-inch outside diameter, Schedule 40
19 galvanized steel pipe. Weld and smoothly ground joints. Repair galvanized coating.
20 Bollards: Concrete-filled 6-inch diameter unschedule 40 pipe; prime painted except galvanized
21 at exterior. Provide "Ideal Shield" Safety Red bollard sleeve for each bollard.
22 Steel Ladders to Roof: Fabricate ladders according to OSHA standards and regulations, and
23 as indicated, with wrap-around steel cage where required above surrounding walls. Include
24 Bilco "LadderUp Safety Post".
25 Steel Ladders to Equipment Platforms: Fabricate ladders as indicated. Include steel plate
26 cover to act as a security door for ladder.
27 o Folding Aluminum Ladder: Alaco Ladder Co.; Model 435CC Pivotal Ladder; 24 inches
28 wide, 60-degree, 500 lbs capacity, 6-inch wide steps mounted 12 inches on center,
29 complete with 1-1/4-inch round handrails, mounting bracket-slide to allow for flat storage
30 against wall, and solid rubber feet; (888)310-7040. +
31 Pre-Engineered Steel Stairs (Interior): Steel pan stair system, with concrete filled treads and
32 landings.
33 o Design custom steel stair and platform systems to resist a uniform load of 100 Ibf/sq. ft. and
34 a concentrated live load of 300 Ibf applied on an area of 4 sq. in., in a position to cause
35 maximum stress.
36 o Steel Plates, Shapes and Bars: ASTM A 36/A 36M.
37 o Bolts: ASTM A 307, Grade A.
38 o Electrodes: AWS A5.1 /A5.1 M, E60XX or AWS A5.5/A5.5M, E70XX
39 o Concrete Anchors: Kwik-Bolt or Sleeve Anchor by Hilti, Red Head Wedge Anchors by
40 Phillips, Trubolt or Dynabolt by Ramset, Rawl-Bolt or Rawl-Stud by Rawlplug, Parabolt by
41 U.S.M. t'
42 o Form metal pans and platforms using 12 or 14 gage steel sheets.
43 o Fabricate steel tube supporting members to carry structural loads on platforms and stairs to
44 the foundation concrete. Fabricate stringers from structural steel channels, plates, or
45 tubes. Fabricate closures for exposed ends of stringers. Support platforms with structural
46 steel channel headers and structural steel framing members. Bolt or weld headers to
47 stringers. Bolt or weld framing members to stringers and headers. =
48 o Construct riser and sub-tread metal pans with steel supporting brackets, welded to stringer.
49 Secure metal pans to brackets with rivets, bolts, or welds. Secure sub-platform metal pans
50 to platform frames with welds.
51 o Finish: Shop primed using manufacturer's standard rust inhibiting primer, for field painting.
52 o Concrete Fill: Comply with requirements for interior concrete work. Fine broom finish, J
53 perpendicular to line of traffic.
r
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PROJECT MANUAL FOR WAREHOUSE PROJECTSOF
SCOPELIMITED •
C
l
1 DIVISION 6
2 MISCELLANEOUS LUMBER
3 Softwood Trim: Douglas fir, Eastern white pine, or Idaho white; Grade C and Better finish, C
4 Select, or Choice. At wall caps and similar locations, round out exposed sharp edges to
5 provide for a smooth, eased finish.
6 e Softwood Plywood: 5/8-inch thick(or as indicated)A-C exterior grade plywood at Pharmacy
t 7 Consultation Shelf, Pharmacy Partitions, and Pizza window shelf; 1/2-inch thick (or as
8 indicated)fire-retardant treated, C-D Plugged exterior grade plywood, DOC PS 1, Exposure 1,
s" 9 at Tire Center, Hearing Center ramp, behind signage and equipment, telecommunication and
10 electrical equipment backing, and in other interior locations indicated; 1/2-inch thick (or as
11 indicated)exterior grade, APA Structural I rated roof or exterior wall sheathing.
12 Single Chord Open-Web Wood Trusses: See Structural Drawings and Notes for actual joist
13 type, size, depth, span, and other design requirements.
14 o Trus Joist TJL Open Web Truss Series or RedBuilt Red-L Open-Web Truss Series,
15 consisting of 1-1/8-inch tubular steel web members and 1-1/2 x 3-1/2 inches MSR lumber
`- 16 top and bottom chords.
17 o Trus Joist TJW Open Web Truss Series or RedBuilt Red-W Open-Web Truss Series,
18 consisting of 1-1/8-inch tubular steel web members and 1-1/2 x 4-3/4 inches MSR lumber
19 top and bottom chords.
20 Glue-Laminated Beams: Structural glue-laminated timber made from solid lumber laminations
21 using wet-use adhesive, industrial appearance. Laminated veneer lumber is not acceptable.
22 Apply transparent wood sealer to cross-grain end cuts.
23 e Plywood Floor Underlayment (at Resilient Flooring): Georgia Pacific "Plytanium Sturd-I-Floor
24 Plywood", Exposure 1, sub-floor plywood panel with tongue-and-groove profile and fully sanded
25 face in thickness shown on Structural Drawings but not less than 3/4-inch.
26 • Stair Framing: Solid lumber framing members, treads and risers; 2x12 minimum stringers
27 notched to receive treads, risers and supports having 3-1/2 inches of effective depth. Provide
-�► 28 at least three stringers per each 36-inch wide stair. Allow no more than 3/16-inch variation
29 between adjacent tread and riser and no more than 3/8-inch variation between largest and
' 30 smallest tread and riser.
31 Sheet Vapor Retarder: Polyethylene sheet, 10 mils thick minimum, under plywood ramp
32 platform at Hearing Center.
33 Pharmacy Window Counter: 24 gauge, Type 430 stainless steel, satin finish.
34 Pizza Window Shelf: 24 gauge, Type 430 stainless steel, satin finish, unless otherwise
35 indicated.
36 Fiber Cement Trim Boards (at Base of Cooler/Freezer Walls behind Polymer Flooring): James
37 Hardie "4/4 Hardie Trim NT3 Boards", 3/4"x 7.25"x 12'-0", smooth texture, shop-primed. Use
38 hot-dip galvanized steel screws, self-drilling, with flat heads, fastened securely to metal stud
39 framing, countersink to sit flush with finished surface of trim board. At metal insulated panel,
;- 40 bevel cut top of board at 45-degree. At metal framing, dado/route a notch at top of board to
41 provide for a flush surface between fiber cement board and gypsum fiber panel. Provide scarf
t, 42 vertical joints at 45-degrees where board meets end to end. Lap joints at all inside and outside
43 corners. Field prime all cut edges.
44 Anchors and Fasteners for Miscellaneous Wood Materials: Galvanized steel, of type, size and
45 penetration appropriate for application and project conditions.
46 FIBERGLASS REINFORCED PLASTIC PANELS (FRPP)
47 o CONTACT: Crane Composites at ph: (800)435-0800 or (815)467-8600, fax: (815)467-8666;
48 Nudo at ph: (217) 528-5636 or (800) 826-4132, fax: (217) 528-8722; or Marlite at ph: (330) 343-
49 6621 or(800) 377-1221, fax: (330)343-7296.
50 • FRPP. Class A: Crane Composites"Fire-X Glasbord with Surfaseal", Product Code 6226, #85
51 white; Nudo "FiberLite FRP Panels", with pebble textured surface, #050 white; or Marlite
52 "Standard FRP Panels", with pebble textured surface, #P199 brite white.
53 • Adhesive panels to wall. Provide extruded PVC corner moldings, division bars, end trim and
54 cap, color to match panels.
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PROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED SCOPE USA • MEXICO 4/
4
1 Submit product data for Architect's approval prior to installation.
2 POLYCARBONATE PANELS ABOVE BUG LIGHTS
3 9 Panels: Sheffield Plastics"Makrolon SL Sign Grade Polycarbonate Sheet", .118" (1/8")thick,
4 white translucent color.
5 • Attach panels to wall framing with six screws in predrilled holes, three along top and bottom
6 edges with equal spacing. Apply a bead of sealant behind panel around edges prior fastening
7 panel to framing. After panel is fastened to wall, apply sealant in gap between polycarbonate
8 panel and FRPP. Discontinue sealant beads to allow for four equally spaced weep holes at
9 bottom of panel.
10 DECORATIVE FIBERGLASS REINFORCED PLASTIC PANELS (DFRPP)AT OPTICAL
11 • NO SUBSTITUTIONS—CONTACT: Crane Composites at ph: (800)435-0800 or(815) 467-
12 8600, fax: (815)467-8666. r
13 • ORDERING: Allow 21 days from time order is placed for product to be delivered to the jobsite.
14 • Panels: Varietex Satin Linen Finish, Class"A" LNAM, color Latte (899A), decorative pattern,
15 (Canada <150 flame spread required), 0.09 inch (2.3 mm)thick. Provide end trim, caps,
16 interior and exterior corner moldings; color Glasbord PVC Molding, VDB0070 Beige 70.
17 • Caulk joints (see below) between panels-- panel division bars are NOT PERMITTED.
18 Adhesive panels to wall.
19 • Joint Caulk: Kampel Enterprises acrylic latex caulk, color to match "Latte" Sherwin Williams
20 #6108. Tape panel edges, fill 1/8-inch gap completely.
21 DIVISION 7
22 WATER REPELLENT
23 • Clear Penetrating Water Repellent: For concrete masonry vertical substrates (including wall
24 areas under Entry Canopy, use Degussa Evonik"Protectosil Aqua-Trete Concentrate"or
25 ProSoCo "Weather Seal Siloxane WB Concentrate" or BASF "MasterProtect H 185". For
26 concrete vertical substrates (including benches/curbs and wall areas under Entry Canopy), use
27 Evonik"Protectosil Chem-Trete 40 VOC" or ProSoCo "Weather Seal Siloxane WB Concentrate" '
28 or BASF "MasterProtect H 440 VT". For concrete horizontal substrates (at slabs and
29 curbs/bench under open Entry Canopy and sidewalks and curbs/bench outside Entry Canopy),
30 use BASF "MasterProtect H 400" or Vexcon Chemicals "StarSeal EF Weather Seal Plus". For j
31 other substrates, obtain Architect's approval on manufacturer's recommended products. Apply
32 until fully saturated in accordance to manufacturer's instructions.
33 INSULATION
34 9 Faced Batt Insulation in Non-Exposed Locations: "Light Density Thermal Insulation" by Owens-
35 Corning or"Glass Fiber Insulation" by Johns-Manville, with Kraft-paper-faced vapor retarder,
36 meeting ASTM C 665, Type II, Class C. R-value as indicated or match existing.
37 e Faced Glass-Fiber Blanket Insulation in Exposed Locations: Glass-fiber blanket insulation
38 laminated with a vapor retarder facing membrane on one face, complying with ASTM C 665,
39 Type II, Class A. R-value as indicated or match existing. Furnish a vapor retarder facing,
40 fabricated with 0.0015-inch white metallized polypropylene and 14 lbs/3000 sq. ft. white kraft
41 paper, reinforced with a tri-directional fiberglass/polyester scrim and laminated together with a
42 flame resistant adhesive, complying with ASTM C 1136, Type II and IV. Use material with
43 flame spread and smoke developed indexes not exceeding 10 when tested according to ASTM
44 E 84. Use "WMP-UV-HD" by Lamtec Corp.
45 Rigid Board Insulation: Rigid fiber glass boards with Foil-Scrim-Kraft(FSK)facing, conforming
46 to ASTM C 612 Type II A Category 1, with flame spread of 25 or less, and density of 3.00 pcf,
47 2-1/2 inch thick, R-10 minimum. Use Johns Manville "Insul-Shield I/S 300 FSK-25 Boards" or r�
48 Owens Corning "Type 703 Fiberglas Board, FSK-Faced". j
49 Freezer Slab Insulation System (at Slab-On-Grade): Dow"Styrofoam Highload 60" or Owens
50 Corning "Foamular 600"; R-40, minimum 2-layers with staggered joints. Install insulation
51 boards over 15-mil thick Stego "Stego Wrap"or W.R. Meadows "Perminator 15"; overlap 6
52 inches and tape at joints; extend vapor retarder up sides to top of slab. Install vapor retarder
53 over compacted layer of sand, consisting of free-draining, natural, fine, screened and washed,
1
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PROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED SCOPE •
1 silica-based sand (no silt, manufactured sand or stone dust allowed). Use Schedule 40 non-
- 2 perforated PVC vent piping, bell &spigot ends; loose joints.
1 3 Freezer and Cooler Slab Insulation System (at Elevated Floor Deck, Exterior Applications):
4 General Coatings "Ultra-Thane 230", a two-component, closed-cell spray polyurethane foam
5 insulation with density of 2.0 pcf and R-value of 6.6 per inch; R-40 required unless otherwise
6 noted on Drawings. Prepare surfaces and apply primer per foam insulation manufacturer's
i 7 recommendations. Install Isolatek International "Cafco TB 415", a Portland-cement based, 22
8 pcf density, 3/8-inch thick minimum, spray-applied thermal barrier to protect polyurethane foam
y<-- 9 insulation. Smooth-trowel finish to blend in with the adjacent surfaces. Apply Isolatek
10 International "Cafco Bond-Seal" sealer/primer prior to applying finish paints.
11 Sound Attenuation Insulation in Walls of Restrooms, and Walls and Ceiling of Optical and
12 Hearing: 3-1/2 inch thick, unfaced "Sound Attenuation Batt Insulation" by Owens-Corning.
13 EXTERIOR INSULATION AND FINISH SYSTEM (EIFS)
14 Provide a fully-adhered Class PB EIFS, with a troweled-on weather-resistive barrier, and
15 vertically formed adhesive drainage channels applied over gypsum sheathing substrate,
16 together with molded expanded polystyrene board insulation with drainage channels,
y 17 reinforcing mesh, primer, base coat and acrylic-based finish coat materials, elastomeric
18 sealants, drainage trim, and accessories. Use materials compatible with substrates and
19 approved for systems indicated. Match existing color and texture.
20 Acceptable Systems: "Outsulation Plus System" by Dryvit or"Senerflex Channeled Adhesive
21 Design System" by Senergy.
22 METAL WALL PANELS—INFILL, PATCH AND REPAIR
23 Original Installer/Manufacturer will be responsible for all wall panel work, including infill, patch
24 and repair, to ensure that the existing metal wall panel system is modified in a manner that any
25 warranty presently in force is preserved and maintained. Work by other Subcontractor must be
26 approved by Owner.
27 Coordinate your requirements with approved installer prior to performing any work.
28 All cutting, framing, patching and repairing required to accommodate new work is to be done by
29 approved Subcontractor.
30 Framing: Supply and install framing materials necessary to accommodate new work.
31 Insulation: Where necessary, supply and install faced-fiberglass blanket insulation with Class A
32 white vapor retarder membrane to match existing adjacent construction. Provide insulation in
33 thickness required.
34 Metal Panel: Supply and install metal panel in material, profile, thickness, finish and color to
35 match existing adjacent construction. Include all necessary accessories and fasteners for a
36 complete and weathertight installation. Comply with existing warranty requirements.
( 37 FIRESTOPPING
38 Provide complete code-approved fire-stop system; comply ASTM E814, F-Rated and T-Rated
39 through-penetration; include all accessories, sealants, putty, pillows, etc. Installation by an
40 experienced installer.
41 FIREPROOFING
1. 42 Spraved-Fire-Resistive Material: Use "Carboline Pyrolite 15", "W.R. Grace Monokote Type MK-
43 6 Series", or"Isolatek International Cafco 300"for interior locations where surfaces are not
44 exposed to traffic. Use "Carboline Southwest Fireproofing Type 7 HD", "W.R. Grace Monokote
45 Z-146", or"Isolatek International Cafco Fendolite M-II"for exterior locations or interior locations
46 where surfaces are exposed to traffic.
s- 47 Intumescent Fire-Resistive Coating: Use "Carboline AD Firefilm III & Colorcoat", "Isolatek
48 Cafco Sprayfilm WB 3 Basecoat and Topseal", or"3M FireDam Intumescent Coating WB 1000"
49 for interior locations only.
50 Verify compatibility of primer or existing finish. Remove surface imperfections or contaminants
51 that could be impair bond of fireproofing to substrates. Obtain acceptance of substrate in
52 writing by fireproofing manufacturer.
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PROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED SCOPE •
F1
1 • Apply fireproofing materials in thickness required for fire-resistance design indicated, in
2 accordance to manufacturer's installation instructions and requirements of the authority having
3 jurisdiction. {
4 • Provide a uniform finish. Apply topcoat or sealer in color selected by Architect.
5 • Perform tests and inspections in successive stages as required by authority having jurisdiction. _
6 Remove and replace fireproofing that does not pass tests and inspections, at no cost to the
7 Owner. Retest until accepted by authority having jurisdiction.
8 FIRE RATED DUCT INSULATION
9 Provide flexible, high temperature fiber blanket for fire rating required; UL tested and certified -`
10 as duct wrap per Classification HNKT for Grease Duct Assemblies. Use 3M "Fire Barrier Wrap
11 Products" or Thermal Ceramics"FireMaster Duct Wrap".
12 JOINT SEALANTS
13 a Prep & prime joints as recommended by manufacturer. Provide compatible backing; place
14 sealant to produce uniform cross-section and depth; tool joints and remove excess sealant.
15 • Seal all joints and penetrations.
16 • Seal interior and exterior perimeters at openings/penetrations; seal perimeter joints between T
17 wall and door frames.
18 e Provide appropriate sealants for actual condition.
19 o Exterior Joint Sealants: Color—match color of adjacent surfaces.
20 o For horizontal joints in exterior cast-in-place concrete pavements, sidewalks, and curbs:
21 Use Sikaflex 2c SL or BASF Sonolastic SL 2.
22 o For vertical construction joints in concrete, masonry, and stucco wall surfaces or where
23 concrete/masonry butts up to steel surfaces: Use Sikaflex 2c NS or BASF Sonolastic NP 2.
24 o For vertical joints between metal panels and perimeter of door frames, storefronts and
25 entrances: Use Dow Corning 795 or Pecora 895.
26 o For exterior sheet metal joints: Use Pecora BC-158 or BASF Son neborn Multi-Purpose
27 Sealant or Tremco Butyl Sealant. I
28 Interior Joint Sealants: r
29 o For vertical joints on interior surfaces of exterior walls, interior perimeter of exterior
30 openings, between gypsum board surfaces and door frames, and similar conditions: Use '
31 Pecora AC-20 or BASF Sonneborn Sonalac.
32 o For joints between plumbing fixtures and adjoining walls, floors or counters, and between
33 polymer floor base and MIP/FRPP: Use Dow Corning 786 Mildew Resistant or GE
34 Silicones Sanitary SCS1700. Color-white at fixtures, MIP and FRPP; grey at stainless
35 steel.
36 MEMBRANE ROOFING —PATCH, REPAIR, CURBS AND PIPE STANDS
37 Membrane Roofing Modifications: Make repairs, penetrations and flashing to existing roof
38 system that preserves and maintains all warranties.
39 o General: Match existing roof membrane and all associated components (insulation, vapor
40 retarder, substrate/cover board, etc.)that make up the roof assembly. Patch, repair and
41 infill where necessary for a complete and weathertight installation.
42 o Provide approved cover board or substrate board (if required by code, manufacturer and to
43 match existing).
44 o Provide structural support, designed by Structural Engineer, for equipment, fans, etc. as
45 required.
46 o At conduit/piping penetrations, provide flexible boot-type fittings.
47 o Provide walkway pads to new rooftop equipment. r
48 o Provide all primer, flashing, sealant, cleaner, adhesives, mastic, battens, pipe boots,
49 prefabricated corners, wood blocking/nailers, metal termination bars, fasteners, etc. as
50 required for a complete system.
51 o Pre-installation conference is required with Owner& Owner's Insurer.
52 o Verify location of all interior ducts, electrical lines, piping, conduit, and/or similar
53 obstructions below roof deck. Perform all work in such a manner as to avoid contact with
54 the above-mentioned items. Repairing damages is the responsibility of the Contractor.
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PROJECT • ' WAREHOUSE PROJECTS• OF
SCOPELIMITED •
1 o Comply with manufacturer's installation requirements and FM requirements, as appropriate
2 for existing type of roof system.
3 o Perform all work on existing roofing system in a manner approved by membrane
4 manufacturer to preserve and maintain all existing manufacturer's roofing warranties.
5 Warranty shall include all repairs and replacement of components that fail in material or
6 workmanship, including roof leaks.
t 7 o Provide executed Roofing Warranty prior to final payment to General Contractor.
8 o Engage a manufacturer's technical field representative to attend pre-installation conference
9 and to visit job site at start of installation, during installation, and at completion of roof
10 installation.
11 Types of Membrane Roofing:
_ 12 o Built-up bituminous roofing —4-ply (base sheet, two-ply sheets, and mineral surfaced cap
I 13 sheet), by Johns Manville or GAF. Use Type III asphalt (ASTM D 312).
14 o EPDM (fully adhered, mechanically attached, and ballasted)— EPDM sheet, ASTM D 4637,
15 Type I non-reinforced (for ballasted or fully-adhered system) or Type II reinforced (for
16 mechanically-attached system), 60 mils thick, unbacked, black color, by Carlisle SynTec or
17 Firestone Building Products. Where applicable, match existing ballast type, size, and
18 gradation.
19 o TPO (mechanically attached)—TPO sheet, ASTM D 6878, reinforced, 60 mils thick,
20 unbacked, white color, by Firestone Building Products, Johns Manville or GAF. Membrane
21 seaming by hot-air welding.
22 o PVC (mechanically attached)—PVC sheet, ASTM D 4434, Type III, reinforced, 60 mils
23 thick, unbacked, white color, by Firestone Building Products, GAF or Dow Roofing.
24 Membrane seaming by hot-air welding.
`. 25 o Coated roofing—ASTM D 6083, liquid acrylic elastomer emulsion coating system,
26 formulated for coating sprayed polyurethane roofing, white color, 28 mils dry film overall
27 thickness minimum at any point on roof, fabric reinforced where required, by BaySystems
28 North America, Gaco Western, LaPolla Industries, or National Coatings. Where applicable,
29 include rigid, spray-applied polyurethane foam insulation, having 40 psi compressive
30 strength, 2.8 to 3.0 Ib/cu.ft. (44.9 to 48.1 kg/cu.m.) (ASTM D 1622) in-place density, and 75
31 or less flame-spread index, at thickness to achieve R-value required.
t 32 Rigid Board Roof Insulation: Polyisocyanu rate board with felt or glass-fiber mat facer on both
33 major faces. Thickness to match existing insulation or to achieve R-value required. Taper as
34 required. Ensure deck is clean, dry and smooth. Install in minimum of 2-layers; stagger joints
^ 35 minimum 6 inches between layers in both directions. Uniformly secure insulation with FM-
36 approved corrosion-resistant fasteners with plates; penetrate at least 3/4-inch through the steel
37 deck. Provide additional fasteners at corners and perimeters; comply FM Data Sheet 1-28.
38 Provide sumps at roof drains and crickets/saddles to ensure positive drainage.
39 Roof Curbs: Roof Products, Inc., Model RPC-3 Curb (for HVAC units, skylights/smoke venting
40 skylights, exhaust fans, and roof hatches), Model RPES-3 (for refrigeration condenser units),
f 41 Model RPPB-3 (for refrigeration piping penetration), minimum 18-gage hot-dipped galvanized
42 steel x 1.5-inch thick insulated curb, level top at 12-inches (minimum) above roofing; use
43 minimum 14-gage at curbs supporting units greater than 3000-pounds. Provide burglar bar
r 44 grid; painted white at skylights/smoke venting skylights. Provide white interior exposed finish.
45 Reinforce curb as required by loads. Where existing curbs are to receive new skylights/smoke
46 venting skylights, HVAC units, exhaust fans, roof hatches, refrigeration condenser units, or
47 other rooftop equipment), provide adaptor extension units to lift top of curb to 12-inches above
i" 48 roofing. CONTACT: Robert Banicki (800) 262-6669.
49 Pipe Stands: Miro Industries"Pillow Block Pipe Stands", roller-bearing supports for roof-
50 mounted pipes, conduits, etc. with polycarbonate seats and top straps. Install additional sheet
f 51 of roofing, a Miro "Support Pad" or a Miro "Deck Plate" beneath each pipe stand and anchor to
52 rooftop.
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r
SCOPEPROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED USA • MEXICO
yr
1
1 Roof Hatch: Bilco Type S Scuttle, 30x36 inches (762x900 mm), curb-mounted, galvanized
2 steel and pre-finished in black color. Include hasp, eye, padlock, and "LadderUp" safety post
3 attachment.
4 METAL ROOFING— PATCH, REPAIR, PENETRATIONS, CURBS AND PIPE STANDS
5 CONTACT: Span Construction (559) 661-1111 or spancostcosal es(CD spa nco nstructi on.com.
6 Span Construction will be responsible for all roof work, including patch and repair at new
7 penetrations and installation of new curbs, adaptive curbs, curb extension, pipe flashing and ,
8 similar roof accessories, to ensure that the existing metal roof structure is modified in a manner
9 that any warranty presently in force is preserved and maintained. Work by other Subcontractor I
10 is not acceptable.
11 • Coordinate your requirements with Span prior to performing any work.
12 • Do NOT run conduits/piping directly on the metal roofing; use Span-approved fittings that do
13 not allow contact with the roofing and use only non-corrosive fasteners compatible with roofing
14 material.
15 • Roof Curbs, Adaptive Curbs, Curb Extension: Custom-fabricated roof curbs, adaptive curbs,
16 and/or curb extension by Span Construction, having minimum 20-gage stainless steel x 1.5-
17 inch thick insulated curb, level top at 12-inches (minimum) above roofing; use minimum 14-
18 gage at curbs supporting HVAC units, condensers, or other units greater than 3000-pounds.
19 Provide white interior exposed finish. Provide burglar bar grid; painted white at skylights/smoke
20 venting skylights. Reinforce curb as required by loads. Where existing curbs are to receive ie
21 new skylights or other rooftop equipment, provide adaptive extension units to lift top of curb to
22 12-inches above roofing.
23 • All cutting, framing, patching and repairing required to accommodate new work is to be done by
24 Span Construction.
25 a Pipe/Conduit/Vent Penetrations and Patching: Advise Span Construction of the number of `
26 penetrations and Span Construction will provide the appropriate flashing and tie downs.
27 9 Insulation: Where necessary, Span Construction will supply and install faced-fiberglass blanket I
28 insulation with Class A white vapor retarder membrane to be supported by nylon mesh, to
29 match existing adjacent construction.
30 SEISMIC OR EXPANSION JOINT COVERS
31 • Interior Floor-to-Wall Corner Joint Cover— Balco "EXL Series" or approved equivalent. Select J
32 size, shape, and configuration appropriate for joint width and condition indicated on drawings.
33 Aluminum cover plate, mill finish. Include fire barrier as part of fire rated joint assembly where
34 required.
35 Exterior or Interior Wall-to-Wall Corner Joint Cover—C/S Group "ESC Series" or approved
36 equivalent. Select size, shape, and configuration appropriate for joint width and condition
37 indicated on drawings. Aluminum cover plate, mill finish. Include fire barrier as part of fire i
38 rated joint assembly where required. At exterior joint locations, provide flexible EPDM water 7'
39 barrier sheet to ensure weathertightness of assembly.
40 Exterior Bellows-Type Expansion Joint—Select size, shape, and configuration appropriate for
41 joint width and condition indicated on drawings. 26 gauge G90 galvanized steel sheet, EPDM
42 or neoprene bellows as is compatible with roof membrane. Include fire barrier as part of fire
43 rated joint assembly where required. Provide flexible EPDM water barrier sheet to ensure
44 weathertightness of assembly. i
45 0 Roof to Wall Expansion Joint: Expand-O-Flash Expansion Joint Cover, Style EJ (Cant-to- L
46 Wall)or Style CF/EJ (Curb-to-Wall) Insulated, by Johns Manville.
47 0 Wall to Wall Corner Expansion Joint: Expand-O-Gard Expansion Joint Cover, Style F
48 Vertical, Insulated, by Johns Manville. Include a prefinished metal joint cover as indicated
49 on Drawings. Color shall be as selected by Architect.
50 DIVISION 8
51 DOORS, FRAMES AND HARDWARE
52 Wood Doors—Solid core, 1 %-inch thickness, flush, premium Grade-A faces, White Birch rotary
53 cut; match existing. Five ply with blocks and edges bonded to core. 7-ply and non-bonded
+
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_ PROJECT • R WAREHOUSE PROJECTSOF
SCOPELIMITED •
1 NOT PERMITTED. Factory Finish: WDMA System TR-6, catalyzed polyurethane, premium
2 grade, 3 sealer coats and 2 top coats, sanding between coats, clear natural finish.
J 3 o Sound Retardant Wood Doors at Hearing Center: Heritage Collection by VT Industries,
4 Model 5550H, sound attenuation core, SR-5, with stained stiles and acoustical lite kit,
5 Model S105, 9x24 inches, 5/8-inch clear laminated glass. CONTACT: Evergreen
6 Construction Specialties, Lance Stretch (253) 288-8455, for sound retardant wood doors.
7 Exterior Steel Doors: 1 '/-inch thickness; 18-gage, A60 zinc-iron-alloy (galvannealed) steel
8 face sheets per ASTM A 653/A 653M Commercial Steel Type B, heavy duty, Level 2, Model 2
9 seamless, polystyrene insulated core, U-0.48 or R-2.08 per ASTM C 1363. Flush closed top
10 and bottom edges.
11 9 Interior Steel Doors—1 3/-inch thickness; 18-gage cold-rolled steel face sheets, Level 2, Model
12 2 seamless, kraft-paper honeycomb core. Flush closed top and bottom edges.
13 a Steel Frames— 16-gage, A60 zinc-iron-alloy (galvannealed) steel face sheets per ASTM A
14 653/A 653M Commercial Steel Type B; mitered/coped welded face corners and seamless face
15 joints. Prep for hardware; provide jamb and floor anchors. Grout solid at exterior.
16 e Factory-Applied Primer for Steel Doors and Frames: One coat of oven cured rust inhibiting
17 prime paint ("Paint Lock") per ANSI A224.1 1990 or ASTM 8117 and ASTM D1735.
18 9 Hardware -- Match existing hardware manufacturer,finishes, keying, etc. Doors to receive
19 hardware that is similar to existing doors of similar use including tying into security/fire systems;
20 provide Hardware Schedule for review.
21 • CONTACT: Evergreen Construction Specialties, Lance Stretch (253) 288-8455, for all doors,
22 frames, and hardware.
23 • The following hardware schedule includes hardware groups for typical interior doors only.
24 Contact Evergreen for all other door locations.
25 HW-1 (Overhead Coiling & Sectional Doors)
26 Each shall have: Selected Manufacturer
27 3 Padlock Schlage KS23FL2300 X 606 Shackle & 9" Chain
28 1 Cylinder Schlage 47-743 X 606 "CP"
29 HW-14 (EDP)
30 Each shall have: Selected Manufacturer
31 2 Hinges McKinney TA2714 US26D NRP
32 1 Power Transfer Hinge ACSI BB5002 x 1102 x 630
33 1 Lock Schlage ND80RD-EU-RX RHO 626 13-047 10-025
34 1 Closer LCN 1461-FC AL PA TBWMS
35 1 Wall Stop Rockwood 409 US32D
36 3 Silencers Ives SR64
37 1 Kickplate Rockwood K1050 US32D 10" x 2" LTDW
38 1 Power Supply Schlage PS902-KL
39 1 Keypad Bosch D8229 by Security Contractor
f 40 1 Door Contact Sentrol 1078W by Security Contractor
41 Note: Security Contractor should refer to specific requirements in Costco Security
42 requirements.
43 HW-15 (Pharmacy)(Mezzanine to Pneumatic Tube Enclosure)
G 44 Each shall have: Selected Manufacturer
45 3 Hinges McKinney TA2714 US26D NRP
46 1 Lock Schlage ND80RD RHO 626 13-047 10-025
___ 47 1 Wall Stop Rockwood 409 US32D
F 48 3 Silencers Ives SR64
`._ 49 1 Kickplate Rockwood K1050 US32D 10" x 2" LTDW
50 1 Peephole Home Protector 595 x 626
r 51 (at Door 32 for viewing from Lab into Consultation)
4 52 1 Door Contact By Security Contractor
53 (at Lab Doors 31 and 32)
54 HWA6 (Pharmacy to Pharmacy Restroom)
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f
PROJECT MANUAL FOR WAREHOUSE PROJECTSOF
SCOPELIMITED •
1 Each shall have: Selected Manufacturer
2 3 Hinges McKinney TA2714 US26D
3 1 Lock Schlage ND40PD RHO 626 13-047 10-025
4 1 Wall Stop Rockwood 409 US32D
5 3 Silencers Ives SR64
6 1 Kickplate Rockwood K1050 US32D 10"x 2" LTDW '
7 HW-18 (Electrical Room) .
8 Each shall have: Selected Manufacturer
9 3 Hinges McKinney TA2714 US26D t
10 1 Exit Device Von Duprin 98L 630
11 1 Cylinder for Exit Device Schlage 20-057 626
12 1 Wall Stop Rockwood 409 US32D
13 3 Silencers Ives SR64
14 1 Kickplate Rockwood K1050 US32D 10"x 2" LTDW
15 HW-19 (Main Sales to Office)(Optical Reception to Exam Room) (Break Room,
16 Electrical Room, Mechanical Room, Janitor Closet, Manager's Office)
17 (Hearing Center)
18 Each shall have: Selected Manufacturer
19 3 Hinges McKinney TA2714 US26D
20 1 Lock Schlage ND53RD RHO 626 13-047 10-025
21 1 Wall Stop Rockwood 409 US32D
22 3 Silencers Ives SR 64
23 1 Kickplate Rockwood K1050 US32D 10"x 2" LTDW
24 1 Overhead Stop Glynn-Johnson 904S
25 (only at Doors 36A & 36B)
26 HW-20 (Main Sales to Food Service Prep)
27 Each shall have: Selected Manufacturer
28 3 Hinges McKinney TA2714 US26D
29 1 Closer LCN 4111 AL TBWMS
30 1 Wall Stop Rockwood 409 US32D
31 2 Armor Plates Rockwood K1038 US32D 36" x 2" LTDW
32 3 Silencers Ives SR64 �.
33 1 Push Plate Rockwood 70C US32D
34 1 Push Pull Rockwood 107 x 70C US32D
35 HW-21 (Food Service Prep to Exterior)
36 Each shall have: Selected Manufacturer
37 4 Hinges McKinney TA2314 US32D NRP
38 1 Lock Schlage ND53RD RHO 626 13-047 10-025
39 1 Astragal Pemko 3572PP-7 X TB
40 1 Closer LCN 4111 AL TBWMS w/CUSH/STOP
41 1 Wall Stop Rockwood 409 US32D i
42 1 Threshold Pemko 171A x FHSL25
43 1 Door Bottom Pemko 315CN
44 1Set Weatherstrip Pemko 290APK
45 2 Armor Plates Rockwood K1038 US32D 34"x 2" LTDW
46 1 Door Contact By Security Contractor
47 HW-22 (Pair of Aluminum Storefront Doors; Automatic Sliding Doors; Shutters at
48 Soda Alcoves and Food Service Counter) r
49 Each shall have: Selected Manufacturer
50 2 Cylinders Schlage 20-062 626
51 (Remainder of hardware by door manufacturer.)
52 HW-23 (Interior Fire Rated Opening such as Door to Mechanical Mezzanine,
53 Electrical Room, Mechanical Room, Fire Riser Room, when required)
54 Each shall have: Selected Manufacturer
55 3 Hinges McKinney TA2714 US26D
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PROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED SCOPE USA • MEXICO
pp5'
'1 -
1 1 Lock Schlage ND53RD RHO 626 13-047 10-025
2 1 Closer LCN 1461-FC AL PA TBWMS
I 3 1 Wall Stop Rockwood 409 US32D
4 1 Gasket Pemko S88D
5 1 Kickplate Rockwood K1050 US32D 10" x 2" LTDW
6 HW-24 (Tire Sales to Tire Installation, Non-Fire-Rated)
7 Each shall have: Selected Manufacturer
8 3 Hinges McKinney TA2714 US26D
9 1 Lock Schlage L9010 X 06A 626 09-662 10-072
10 1 Closer LCN 4111 AL TBWMS
11 2 Armor Plates Rockwood K1038 US32D 34" x 2" LTDW
12 3 Silencers Ives SR64
13 1 Wall Stop Rockwood 409 US32D
14 1 Electromagnet Schlage M490
15 1 Power Supply Schlage PS902 - KL
16 2 Keypads ACSI1355-1
17 HW-25 (Tire Sales to Tire Installation — Fire Rated)
18 Each shall have: Selected Manufacturer
19 3 Hinges McKinney TA2714 US26D
r - 20 1 Lock Schlage L9010 X 06A 626 09-662 10-072
21 1 Closer LCN 4111 AL TBWMS
22 2 Armor Plates Rockwood K1038 US32D 34" x 2" LTDW
23 1 Wall Stop Rockwood 409 US32D
24 1 Threshold Pemko 171A x FHSL25
25 1 Door Bottom Pemko 315CN
26 1Set Weatherstrip Pemko S88D
27 1 Electromagnet Schlage M490
28 1 Power Supply Schlage PS902 - KL
29 2 Keypads ACS11355-1
30 HW-26 (Restroom in Tire Center -Fire Rated)
31 Each shall have: Selected Manufacturer
32 3 Hinges McKinney TA2714 US26D
33 1 Privacy Lock Schlage ND40S RHO 626 13-048 10-025
34 1 Closer LCN 4111 AL TBWMS
` 35 1 Wall Stop Rockwood 409 US32D
36 1Set Weatherstrip Pemko S88D
37 1 Threshold Pemko 171A x FHSL25
38 1 Door Bottom Pemko 315CN
39 1 Kickplate Rockwood K1050 US32D 10" x 2" LTDW
40 HW-27 (Storage Room in Tire Center, Unisex Restroom at Office Core or Tire
f 41 Center, Restroom in Receiving; Quiet Room)
42 Each shall have: Selected Manufacturer
` 43 3 Hinges McKinney TA2714 US26D
r 44 1 Privacy Lock Schlage ND40S RHO 626 13-048 10-025
}. 45 1 Closer LCN 1461 AL TBWMS
46 1 Wall Stop Rockwood 409 US32D
47 1 Kickplate Rockwood K1050 US32D 10" x 2" LTDW
f 48 3 Silencers Ives SR64
49 HW-30 (Receiving to Baler, Compactor)
50 Each shall have: Selected Manufacturer
51 2 Hinges McKinney T4A3786 US26D NRP
52 1 Lock Schlage ND82RD RHO 626 13-047 10-025
53 1 Holder Rockwood 490 US26D
54 1 Set Weatherstrip Pemko 290APK
55 (all four sides)
` Original 12-09-2008 27 of 60 9/10/2015
Revised 09-10-2015
1 ,
PROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED • ' •
1 1 Door Contact By Security Contractor
2 HW-31 (Main Sales to MPU, Chain Link Dutch Door)
3 Each shall have: Selected Manufacturer V
4 1 Lock Schlage ND80RD RHO 626 13-047 10-025
5 1 Deadlock Schlage BC560R 626 12-288 10-094
6 HW-32 (Main Sales to MPU, Wood Dutch Door)
7 Each shall have: Selected Manufacturer
8 4 Hinges McKinney TA2714 US26D NRP
9 1 Lock Schlage ND80RD RHO 626 13-047 10-025
10 1 Deadlock Schlage BC560R 626 12-288 10-094
11 1 Dutch Door Bolt Rockwood 630-4 US26D
12 4 Silencers Ives SR64
13 1 Kickplate Rockwood K1050 US32D 10"x 2" LTDW
14 2 Stops Rockwood 409 US32D 4
15 1 Door Contact By Security Contractor
16 HW-37 (Ante Room to Exterior) f
17 Each shall have: Selected Manufacturer
18 2 Hinges McKinney TA2314 US32D NRP
19 1 Power Transfer Hinge ACS BB5002 x 1102 x 630
20 1 Mortise Lock Schlage L9080EUR X 06A 626 09-663 10-072
21 1 Power Supply Schlage PS902 - KL
22 1 Closer LCN 4111 AL TBWMS w/CUSH/STOP
23 1 Astragal Pemko 3572PP-7 X TB s
24 1 Wall Stop Rockwood 403 US26D
25 1 Threshold Pemko 2005AV x FHSL25
26 1 Door Bottom Pemko 315CN
27 1 Weatherstrip Set Pemko 290APK
28 1 Rain Drip Cap Pemko 346C
29 1 Kickplate Rockwood K1050 US32D 10"x 2" LTDW
30 1 Peephole Home Protector 595 x 626
31 1 Keypad By Security Contractor
32 1 Door Contact By Security Contractor
33 (Note 1: Locate Power Supply in the adjacent Vault, or as directed by the Store Manager.)
34 (Note 2: Mount wall stop on side face of sill block on top of concrete or masonry stem
35 wall, at the outermost edge where door meets wall.) i
36 HW-39 (Optical Entrance Door)
37 Each shall have: Selected Manufacturer
38 1 Cylinder Schlage 20-062 626
39 (Remaining hardware by door manufacturer)
40 HW-40 (Office to Vault [1-Hr. Rated])
41 Each shall have: Selected Manufacturer
42 2 Hinges McKinney TA2714 US26D NRP
43 1 Power Transfer Hinge ACSI BB5002 x 1102 x 630
44 1 Lock Schlage ND80RD-EU-RX RHO 626 13-047 10-025
45 1 Closer LCN 1461-FC AL PA TBWMS
46 1 Wall Stop Rockwood 409 US32D
47 1 Kickplate Rockwood K1050 US32D 10"x 2" LTDW
48 1 Door bottom Pemko 315CN C
49 1 Smoke gasket Pemko S88D
50 1 Threshold Pemko 151A
51 1 Peephole Home Protector 595 x 626
52 1 Mail Slot Tice Industries#2331 US32D
53 (mount hinge at bottom)
54 1 Power Supply Schlage PS902-KL
55 1 Keypad Bosch D8229 by Security Contractor ;
Original 12-09-2008 28 of 60 9/10/2015
Revised 09-10-2015
PROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED SCOPE •
1 1 Door Contact Sentrol 1078W by Security Contractor
2 Note: Security Contractor should refer to specific requirements in Costco Security
1 3 requirements.
4 HW-44 (Pair doors for Server Room)
5 Each shall have: Selected Manufacturer
6 6 Hinges McKinney TA2714 US26D NRP
7 1 Lock Schlage ND53RD RHO 626 13-047 10-025
8 2 Flushbolts Rockwood 555 US26D 12"
I 9 1 Dustproof Strike Rockwood 570 US26D
10 2 Wall Stops Rockwood 409 US32D
11 2 Kickplates Rockwood K1050 US32D 10" x 2" LTDW
12 2 Silencers Ives SR64
13 HW-44 (Single door for Demo Room)
14 Each shall have: Selected Manufacturer
15 3 Hinges McKinney TA2714 US26D NRP
-- 16 1 Lock Schlage ND53RD RHO 626 13-047 10-025
17 1 Wall Stop Rockwood 409 US32D
18 1 Armor Plate Rockwood K1038 US32D 34"x 2" LTDW
19 3 Silencers Ives SR64
20 INTERIOR CHAIN-LINK GATES
21 Each shall have: Selected Manufacturer
22 1 Padlock Schlage KS23FL2300 X 606
_ 23 Shackle & 9" Chain
24 1 Cylinder Schlage 47-743 X 606 "CP"
25 (Hardware set is for each gate.)
26 OVERHEAD SERVICE DOORS
27 Overhead Door Corp. 625 Series"Stormtite" Insulated Service Door; flat profile Type F-2651,
28 24-gage (except 22-gage at Entrance and Exit coiling doors) galvanized steel slats on both
29 sides in tan or gray color selected by Architect, 2-Ib density foamed-in-place polyurethane
` 30 insulation (R-value 7.7), endlocks, alternate slats, chain hoist, chain keeper and locks, weather-
31 stripping, 3-inch track, bottom bar, 24-gauge galvanized round steel hood.
32 o Wind Load: 170 psf at Entrance and Exit coiling doors; 20 psf or greater at other locations
33 as required by jurisdiction. Modify manufacturer's standard door components as necessary
34 to comply with high wind load requirements.
35 Where service door occurs in a fire-rated wall assembly, use Overhead Door Corp. FireKing
36 630 Series with a label indicating fire rating shown on Door Schedule, flat profile Type F-265,
37 22-gage galvanized steel (door up to 14-feet wide by 12-feet high) on both sides in tan or gray
38 color selected by Architect, endlocks, alternate slats, chain hoist, chain keeper, smoke gasket,
39 3-inch track, bottom bar, 24-gauge galvanized round steel hood, automatic-closing device with
40 replaceable fusible link 165-deg-F or at required temperature complying with NFPA 80, fail-safe
41 time delay FS-B Fire Sentinel. All components shall be as tested as a fire-rated service door
42 assembly for fire rating indicated.
43 CONTACT: Engineered Products, Dan Jack, (206) 394-3300.
44 GLAZED ALUMINUM SECTIONAL DOORS AT ENCLOSED CANOPIES
45 Overhead Door Corp. 521 Series, 1 %-inch thickness, 0.050-inch aluminum panels; 6063-T6
�`- 46 aluminum, chain hoist, weather-stripping, 3-inch track; 1/8-inch thick clear tempered glass,
47 204R1 clear anodized finish.
f 48 Where required, modify manufacturer's standard door components as necessary to comply with
49 high wind load requirements.
50 • CONTACT: Engineered Products, Dan Jack, (206) 394-3300.
f 51 ALUMINUM COILING SHUTTERS AT OUTDOOR SODA ALCOVE, FOOD SERVICE COUNTER
4 52 AND PHARMACY
53 QMI, Model AL-7E, 6063-T5 aluminum curtain 2.4 inches high, standard paint color in white,
54 tracks with factory finish, color matching curtain. Provide crank operation with removable crank
Original 12-09-2008 29 of 60 9/10/2015
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f
SCOPEPROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED •
f
1 pole operator at Food Service Windows; spring-assisted manual push up/pull down operation
2 with curtain having top five and bottom five visible slats in perforated Punch 51 pattern for
3 airflow at Soda Alcove; spring-assisted manual push up/pull down operation with solid
4 (unpunches)curtain and matching finger-pull slat and standard pull pole to assist with raising
5 and lowering shutter at Pharmacy. At Soda Alcove and Food Service: Provide keyed locks at
6 bottom slat; cylinders to be provided by hardware supplier. At Pharmacy: Provide thumb turn
7 lock on inside of shutter.
8 CONTACT: Engineered Products, Dan Jack, (206) 394-3300.
9 TIRE SALES/OPTICAL SECURITY GRILLE
10 Overhead Door Corp. 670 Series, mill-finished aluminum curtain of 5/16-inch horizontal rods,
11 vertical rods at 2-inch centers, straight lattice pattern; tubular shaped bottom bar. Adjustable
12 helical torsion spring counterbalance, chain hoist, chain keeper locking. Padlock by hardware
13 supplier.
14 • CONTACT: Engineered Products, Dan Jack, (206) 394-3300.
15 ALUMINUM STOREFRONTS, WINDOWS AND ENTRANCES
16 Storefront-- Kawneer"Trifab VG 450" 1-3/44-1/2-inch, single glazed at interior("Trifab VG r
17 4517 2x4-1/2-inch, thermal break, double-glazed at exterior); 6063-T5 aluminum, Class I clear
18 anodized finish, extruded EPDM rubber glazing gaskets.
19 Exterior/Interior Entry Doors at Tire, Liquor and Optical — Kawneer"Series 350 Medium Stile",
20 1-3/4-inch thick, 3-1/2-inch stiles &top rail, 10-inch bottom rail; Class I clear anodized finish.
21 Provide all hardware, except cylinder, complete and operational. Hardware includes, but not
22 limited to, top and bottom offset pivot hinges, CP II push bars, CO-9 pulls, Norton 1601 BF (for
23 doors up to 40" wide) or Norton 1601 (for doors greater than 40" but up to 48"wide) closers
24 single-acting with back-check, Adams Rite MS-1850A deadlock on active leaf, Adams Rite
25 4015 (bottom)/4085 (top) bolt system on active leaf, "Controller Locking System" bolt system on
26 inactive leaf when applicable, Adams Rite MS 4043 Guard, aluminum threshold with dustproof
27 strikes, and weatherstripping. Cylinder to be supplied by hardware supplier.
28 SLIDING MANUAL DOORS AT INTERIOR OPTICAL RECEPTION
29 a Stanley Access Technologies is the pre-selected subcontractor to supply and install sliding
30 manual entrance doors. Contact Glenn Hood at ph: (860)679-6406 or email:
31 ghood@stanleyworks.com.
z ,
32 • Stanley"Series 7000TL ICU/CCU Trackless Manual Sliding Door System"with one operable
33 sliding door and one sidelight, with full emergency breakaway capability for both panels; 10-
34 inch bottom rail; 1-3/4x4-'/z-inch framing members; 1/4-inch clear tempered glass; manually
35 operated, overhead track supported (no groove or track at floor), '/2 x1 '/2- inch extruded "
36 aluminum glass guards at +10 & +36-inches above floor on Warehouse side; Class II clear
37 anodized finish; Adams Rite "Hookbolt Deadlock Series MS 1850A-505, US28 Satin Aluminum
38 faceplate", "4002 Armored Strike", and "Lock Cylinder Guard". Provide manufacturer's
39 standard thumbturn (inside) and lock cylinder(outside)specified under door hardware.
40 SLIDING AUTOMATIC DOORS AT BUILDING MAIN ENTRANCE AND LIQUOR SALES
41 ENTRANCE
42 • Stanley Access Technologies is the pre-selected subcontractor to supply and install sliding _
43 automatic entrance doors. Contact Glenn Hood at ph: (860) 679-6406 or (800) 648-1401,
44 press#2, email: glenn.hood@sbdinc.com or Scott Harris at ph: (810) 772-3455, email: t
45 scott.harris@sbdinc.com.
46 • Stanley"Dura-Glide Series 2000" bi-parting, sliding, automatic entrance door assembly, with
47 sidelites, transom, break-away panels, header-mounted microwave or active infrared sensors,
48 hold-open beams and electrical interlocks; 1-3/4-inch thick glazed doors; 3-'/2-inch stiles and
49 top rail, 10-inch bottom rail; 1-3/4x4-'/2-inch framing and transom members; 5/8-inch clear E
50 tempered insulating glass unit at door, sidelites, and transom; clear anodic Class II aluminum
51 finish.
52 • Provide weather-stripping and deadbolt operated by exterior cylinder and interior thumb-turn.
53 • Provide "Caution" and "Emergency Breakaway" signage.
54 • Adjust door controls, etc. and demonstrate operation to Owner.
i
Original 12-09-2008 30 of 60 9/10/2015
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PROJECT
• MANUAL • WAREHOUSE OF
LIMITED
f1�.
SCOPE USA • MEXICO
1 e Warranty: 3 years (parts and labor).
2 e Maintenance Service: Beginning one month before the store is scheduled to open, provide
1 3 quarterly service for the 3-year warranty period by skilled employees of automatic entrance
4 door assembly Installer. Submit completed quarterly inspection form to Warehouse Manager at
5 W(warehouse#)MGR@costco.com, General Contractor and Architect's Project Manager via e-
6 mail.
7 FOOD SERVICE PASS-THROUGH WINDOWS
8 a Manufacturer: Nissen Co., ph: (626) 579-5666.
9 e Inside Food Service: Vertical sliding window; Series C.
10 • Outside Food Service: Horizontal sliding window; Series G (with screen).
11 • Outside Food Service: Vertical sliding window; Series CS (with screen).
12 a Include self-closing device on screen, as required.
13 PHARMACY PASS-THROUGH WINDOWS
14 CONTACT: Contact Brian Sasso at (800) 423-6565 or bsasso@arcadiaproducts.com. Arcadia
15 "ULT-5820 Series" non-thermal multi-sliding pass-through window; 4-inch extruded aluminum
16 window frames, clear anodized Class II aluminum finish. Adams Rite MS+1850 locks, interior
17 thumb-turns, blank exterior; flush pulls interior only at +16-inches above sill.
18 Window sizes shown on Drawings are stock sizes. Hold all finished dimensions. Four weeks
19 lead time will be required if finished dimensions are not held per Drawings.
20 OPTICAL PASS-THROUGH WINDOWS
21 Manufacturer: C.R. Laurence., ph: (800) 421-6144.
22 e Sliding Pass-Thru Window: Model D1041A "Daisy" with standard D6 overhead track. Include
{, 23 manufacturer's standard keyed lock.
24 SECURITY WINDOW& RECEIVER AT ANTE ROOM
25 e Bullet Resistant Fixed Window: Armotex, Model No. SSFW-51; UL ballistic rating Level-3, 16
26 gauge stainless steel, No. 3 brushed finish. Provide UL listed ballistic rating level 3 clear
27 laminated glass, polycarbonate or glass-clad polycarbonate and Speaker, Model No. SSBRS-7,
28 7 inches in diameter.
29 9 Bullet Resistant Package Receiver: Armotex, Model No. SSPR1414; UL ballistic rating Level-3,
u 30 exposed surfaces to be 12-gage stainless steel, No. 3 brushed finish, to match window frame.
r._ 31 Door interlock; key locking vault side. Include all hardware.
32 SKYLIGHTS
r 33 NO SUBSTITUTIONS:
? 34 e Skylights: Bristolite "Energy Star", Model No. 4896 ES-CM-2-ESA-IR-HW-MF (wood roof) or
35 6072 ES-CMG-2-ESA-IR-HW-MF (metal roof), dome skylight with 70%visible light transmission
36 and .43 Solar Heat Gain Coefficient, integral condensate gutter and burglar bar grid, painted
{ 37 white (if not integral to roof curb).
38 Smoke Venting Skylights, Model No. 4896 SVSA-CM-2-CC/WTH-MF (wood roof)or 6072
39 SVSA-CM-2-CC/WTH-MF (metal roof), similar; FM approved and listed fusible link, 360 deg F,
r 40 and 10 or 30 lbs/sf opening requirement, or as required by authority having jurisdiction, outside
41 release handle.
42 CONTACT: Paul Dudley (800) 854-8618.
43 GLASS AND GLAZING
'M 44 Glass: 1/4-inch clear polished both sides at interior locations. Use 1-inch insulating glass at
r 45 exterior locations, except 5/8-inch at automatic sliding doors. Provide tempered glass and
46 safety glazing labeling where required by code.
- 47 Obscured Glass at Pharmacy Wing Walls: Pilkington "Contora," AGC Glass "Serenity" or
48 Guardian InGlass "Dew Textured Glass P516".
49 e Obscured Glass at Pharmacy Wing Walls (Minnesota State Only): 1-13/32 overall thickness;
I- 50 unit consists of 1/4-inch thick clear laminated glass, 1-inch air space, and 5/32 thick obscured,
51 patterned glass (Pilkington "Contora,"AGC Glass "Serenity" or Guardian InGlass "Dew
52 Textured Glass P516"), with STC Value of 42.
Original 12-09-2008 31 of 60 9/10/2015
r Revised 09-10-2015
, o
r
PROJECT MANUAL • - WAREHOUSE PROJECTSOF
SCOPELIMITED •
f �
1 • Fire-Rated Glass (at Tire Sales if required): 3/16-inch thick, 1-hour fire rating, Technical Glass r
2 Products"FireLite NT".
3 9 Laminated Glass (at Tire Sales): 1/4-inch thick overall, clear laminated glass with clear
4 polyvinyl butyral interlayer, meeting ASTM C 1172. Provide safety glazing labeling.
5 9 Insulated Glass (at Automatic Sliding Doors): Overall 5/8-inch thick unit, consisting of two
6 layers of 1/8-inch thick clear tempered glass separated by 3/8-inch air space. Provide safety
7 glazing labeling. l-
8 9 Clear Laminated, Insulated Glass at Tire Sales (Exterior): Overall 1-1/16 inch thick unit
9 consisting of inner lite (1/4-inch clear, tempered glass; 3/8-inch air space; outer lite(3/16-inch
10 clear tempered glass + 0.060-inch clear PVB + 3/16-inch clear tempered glass). Provide safety
11 glazing labeling.
12 DIVISION 9
13 EXTERIOR PORTLAND CEMENT PLASTER (STUCCO) PATCHING AND REPAIR
14 . Stucco Materials: Type I or Type I / II Portland cement, 1/2-long alkaline-resistant fibers, Type
15 S lime, washed natural or manufactured sand aggregates, and potable water. Factory-
16 prepared Portland-cement base-coat mix is acceptable. f
17 9 Finish Coat: Factory-mixed acrylic-emulsion coating systems. Include primers and sealing
18 topcoats.
19 9 Provide galvanized trim and accessories necessary for a complete installation.
20 e For masonry or concrete substrate, provide bonding compound.
21 • Stucco Mix over Masonry: Apply one base coat and one finish coat.
22 o Base Coat: Mix one part Portland cement and 3/4 to 1-1/2 parts lime. Use 2-1/2 to 4 parts
23 aggregate per part of cementitious material. For factory-prepared mix, follow
24 manufacturer's written instructions.
25 o Finish Coat: Follow manufacturer's written instructions. Match texture and color of
26 adjacent construction. Provide a smooth transition between existing and new finish.
27 GYPSUM BOARD ASSEMBLIES &LIGHT GAGE METAL FRAMING
28 e Exterior Glass-Mat Gypsum Sheathing: G-P"Dens-Glass Sheathing" or USG "Securock Glass-
29 Mat Sheathing Panels" or CertainTeed "GlasRoc Sheathing"; 5/8-inch thick, Type X with
30 seaming tape; use Dow 795 sealant at penetrations.
31 • Gypsum Fiber Panels behind Wall Tile in Restrooms; Stainless Steel in Food Areas; FRPP in
32 Food Areas, Soda Alcoves, and Janitor Areas: NO SUBSTITITIONS: USG "Fiberock Brand
33 Aqua Tough Interior Panels"without paper face, 5/8-inch thick.
34 e Interior Gypsum Wallboard: ASTM C36, Type"X", 5/8-inch thick, long edge tapered. Note: Y
35 Use behind FRPP in Sales accessible to shoppers.
36 e Sheet Metal Security Barrier: Provide 14-gage sheet metal on one side of the wall
37 construction, as shown.
38 o At Pharmacy Lab: Install sheet from ceiling finish to bottom of metal deck/joist around
39 entire perimeter of room.
40 o At Vault Room: Install sheet full height of wall to bottom of metal deck/joist around entire
41 perimeter of room.
42 • Interior Wall and Ceiling Framing: Unless design is shown on Structural Drawings, provide
43 design to withstand loads; allow for deflection. Provide blocking and bracing required to t
44 support fixtures, grab bars, etc.; provide double studs at doorjambs.
45 9 Interior Wall and Ceiling Framing Materials (minimum sizes shown):
46 o T-Bar Ceiling Support Joist: 8x1 5/8-inches x 16-gage
47 o Rotisserie Ceiling Support Joist: 8x1 5/8-inches x 16-gage r
48 o Gypsum Wallboard Ceiling Support: 8x1 5/8-inches x 16-gage
49 o Headers: (2) 12x2-inches x 14-gage `
50 o Wall Studs: 3 5/8-inch (6-inch where noted)x 1 5/8 x 20-gage, unless otherwise noted.
51 o Wall Top & Bottom Tracks: 3 5/8-inch (6-inch where noted) x 1 1/4 x 16-gage
52 o Diagonal X-Bracing Straps: 3-inch x 16-gage in ceiling and walls t
53 o Horizontal Wall Bracing Straps: 1 '/z-inch x 20-gage
54 o Screws—Metal to Metal: #8-18 x 1-inch HWH#2 or PPH #2 {
Original 12-09-2008 32 of 60 9/10/2015
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PROJECT • R WAREHOUSE "PROJECTSOF
SCOPELIMITED •
1 o Screws—GWB to Metal: #10-24 x 1 '/z-inch PW H#3
2 o Bottom Track Anchors: Hilti#DS37P10 (0.177 dia. X 1 '/2-inch low velocity drive pins)
3 o Hold downs: Simpson S/LTT20-'/2-inch all treaded embedded into Hilti Hit HY-150
t 4 adhesive
5 o Metal Decking over Pharmacy&Vault: 1 '/2-inch deep x 22-gage Type B. Secure to
6 framing with '/2-inch puddle welds at 24-inch centers. Post "No Storage" metal sign atop
7 decking.
8 o Header at Rotisserie: HSS 12x4x3/8-inches
9 o Header Post at Rotisserie: HSS 3 1/2x3 1/2x3/16-inch
10 Gypsum Board Finish Levels:
11 o Level 1 —on surfaces at concealed locations.
12 o Level 2 —on surfaces concealed behind tile, FRPP, DFRPP, and stainless steel panels.
13 o Level 3— not used.
14 o Level 4—on all surfaces except those listed as Level 1 or Level 2.
15 TILING IN RESTROOMS
16 For Existing Tile Work: Patch and repair tile to match existing adjacent tile and grout
17 material, color, and pattern. Apply grout sealer.
18 For New Tile Work: Crossville Glazed Porcelain Tile, 12x12x5/16 inches, Crossville Cross-
19 Colors A Series, A825 "Mercury", Cross-Sheen (unpolished). Provide all trim shapes required,
20 including interior and exterior corners and bullnose at edges. CONTACT: Toni Hale, (931)
21 456-3997, thale@crossvilleinc.com. NO SUBSTITUTIONS.
4
22 e Latex-Portland Cement Mortar (Thin Set): Mapei "Kerabond / Keralastic Premium Tile Mortar
23 System" or H.B. Fuller, TEC "Full Flex Latex Modified Thin Set Mortar".
24 9 Sanded Grout: Mapei "Keracolor S'#27 Silver or TEC "AccuColor Premium Sanded Grout'
25 #939 Mist; 1/8-inch (3.2 mm)grout width.
26 • Grout Cleaner and Sealer: "Grout Deep Clean" and "Grout Sealer" by Aqua Mix.
27 TILE BASE (if required by Health Department)
28 Tile: B&W Tile Mfg., Catalog Number S-3619T, glazed 6-inch high coved base approved by
29 Health Dept. CONTACT: Gardena (310)538-9579 or Riverside (951)715-4620 or Lake Elsinore
30 (951)245-5500.
31 • Typically required at Janitor Rooms and POS Coolers/Freezers.
32 ACOUSTIC CEILING
33 Suspension System: At non-fire-rated assembly, use Armstrong "Prelude XL 15/16-inch
34 Exposed Tee System", USG "Donn DX Suspension System", or CertainTeed "15/16-inch
35 Classic Stab System. At fire-rated assembly, use Armstrong "Prelude XL Fire Guard 15/16-
36 inch Exposed Tee System", USG "Donn DXL Suspension System", or CertainTeed "15/16-inch
37 Protectone Classic Fire-Rated (Type PCS) Stab System". Provide heavy-duty, double-web,
38 15/16-inch wide; painted white system. Provide seismic resisting components where required,
39 including Armstrong "Seismic Joint Clip— Main Beam (SJMR15)" and "Seismic Joint Clip—
40 Cross Tee (SJCG)" at separation joints, and "Beam End Retaining Clip (BERC2)" at unattached
41 wall molding, or equivalent components by USG Interiors or CertainTeed. Attach to structural
i 42 members; do not attach to metal decking.
43 Ceiling Board: 5/8x24x48-inches, non-directional, Class-A, square edge, white color.
4 44 o For standard lay-in acoustical ceiling board (AC-1), use Armstrong "Cortega Square Lay-in,
45 Medium Textured Panels" Item No. 769, USG "Fissured, Medium Textured Panels" Item
46 No. 562, or CertainTeed "Fine Fissured Trim Edge (Square) Item No. HHF-197.
47 o For moisture-resistant lay-in mineral fiber ceiling board (AC-2), use Armstrong "Clean
48 Room VL, Unperforated Panels" Item No. 870, USG "Clean Room ClimaPlus, Unperforated
49 Panels" Item No. 56091, or CertainTeed "VinylShield A, Unperforated" Item No. 1100-CRF-
50 1.
51 o For fire-rated lay-in acoustical ceiling board (AC-3), use Armstrong "Fire Guard Cortega
52 Square Lay-in, Medium Textured Panels" Item No. 823, USG "Firecode Fissured, Medium
53 Textured Panels" Item No. 586, or CertainTeed "Protectone Fine Fissured Trim Edge
54 (Square) Item No. PFF-197.
Original 12-09-2008 33 of 60 9/10/2015
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r
PROJECT
MANUALLIMITED SCOPE - USA 1
•
MEXICO
1 o For moisture-resistant lay-in gypsum ceiling board (AC-4), use USG "Sheetrock Lay-In h
2 Ceiling Panel ClimaPlus" Item No. 3270, or CertainTeed "Vinylrock" Item No. 1140-CRF-1.
3 RESILIENT FLOORING
4 • Sheet Vinyl with Integral Coved Base: Armstrong "Connection Corlon" 88703 Desert Sand
5 color.
6 • Vinyl Composition Tile: Armstrong Standard "Excelon Imperial Texture", 1/8x12x12-inches;
7 #51836 Shelter White color.
8 • Static Dissipating Vinyl Composition Tile at EDP Room: Armstrong "Excelon SDT"; #51951
9 Armor Gray color. Provide Armstrong S-202 Static Dissipative Tile Adhesive, Water-Based.
10 Include 0.003-inch thick copper grounding strips, with minimum 2-foot length for every 1000 sq.
11 ft. of tile installed over concrete slab-on-grade and for every 500 sq. ft. of tile installed on
12 suspended subfloors.
13 Solid Vinyl Tile (SVT)at Pharmacy Consultation Room: Owner will supply the following:
14 Mannington Commercial Luxury Vinyl Tile, 18x18x.10 inches, "Nature's Paths Rainfall" pattern
15 and #12310 "Mist" color; Mannington M-Guard V-88 for a pressure sensitive adhesive
16 installation; and No. 735 Underslung Reducer Strip (dry back), 1/8x1-5/8 inches, 8-feet long,
17 #901 Black color. Contractor is responsible for installation of SVT and reducer strip.
18 Rubber Base: Roppe#175 "Slate" or Flexco#036 "Gray"; Type TS (rubber, vulvanized
19 thermoset), Group I (solid, homogenous), 1/8-inch coved set-on type, height as noted.
20 Subfloor Leveler at Ramp at Hearing Center: Subfloor Leveler, No. 303, by Roppe, 1/2 x 18 x C
21 48 inches, in quantity necessary to build up to ramp height indicated. Use urethane adhesive,
22 ROP535U by Roppe, for installation. Install Pemko 1951A, 1-3/8-inch wide x 1/2-inch high,
23 aluminum threshold on both sides of door.
24 Stair Tread, Riser, Strinqer and Platform: Roppe or Flexco; Type TS (rubber, vulcanized
25 thermoset), Class 2, raised-diamond pattern, Group 1 with embedded abrasive strips, square
26 nosing adjustable to cover angle, 1/4-inch thick, in length and depth to fit each stair tread in one
27 piece. Color to match rubber base.
28 CARPET TILES AT PHARMACY & HEARING CENTER
29 • OWNER SUPPLIED MATERIALS—USA CONTACT: Mannington Commercial, Tiffany Davis
30 (800)241-2262, Ext. 6541.
31 Carpet Tile&Adhesive: "Means II-Modular Cushion"tiles; MT-711 adhesive.
32 • Contractor to provide leveling and patching compounds if necessary.
33 9 Contractor to provide edge guards and carpet transition strips where floor material changes.
34 Use hard vinyl edge reducers by Johnsonite, Mercer Plastics Co., or Flexco, in color to be
35 selected by Architect.
36 POLYMER FLOORING
37 e NO SUBSTITUTIONS—CONTACT: HTI Polymer, Chris Campton (425) 487-8911. Y ;
38 a Material: By General Polymers.
39 Existing Finishes: Where an existing floor finish (as described below) is scheduled to remain,
40 patch, repair, and install new materials to match existing adjacent floor finish.
41 o PF-1: TPM 115 U-1, Color"Custom Malt", medium texture (Bakery, Bakery Cooler, & Food
42 Service).
43 o PF-2: TPM 115 U-1, Color"Custom Malt", standard texture (Meat Prep & Deli).
44 o PF-4: Ceramic Carpet 400, Color"Custom Ash", medium texture (Restrooms). 1
45 o PF-5: TPM 115 U-4, Color Steel Gray, Texture 2 (Janitor, Demo Room)
46 o PF-6: TPM 115 U-HC, Color Steel Gray, Texture 2 (Battery Charger)
47 o PF-7: FasTop S with Epoxy Undercoat and Sealer Coat, Color"Custom Malt" (Meat Cooler, r
48 Bakery Freezer and Dish Prep)
49 o PF-9: FasTop S with Novolac Sealer Coats, Color"Lapis Lustre" (Chicken Rotisserie and L `
50 Chicken Prep)
51 o PF-11: TPM 115 U-1, Color"Ash", medium texture (Soda Dispensers).
52 New Finishes: Where an existing floor finish is scheduled to be removed and a new floor finish
53 to be installed, use the following flooring systems:
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PROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED SCOPE •
1 o PF-A: General Polymers FasTop 12 TC Urethane Cement System (Freshline, Food
2 Service) (and in front of ovens and inside proof-box in Bakery in Canada). Custom Color—
3 "Mindful Gray" (prior to June 1, 2015) or"Seattle Gray" (after June 1, 2015). Joint Filler—
4 Metzger McGuire"Spal-Pro RS 88"; "Limestone"joint color.
5 o PF-B: General Polymers FasTop MVT Decorative Flake System (Restrooms and Soda
6 Dispensers), 3/16-inch total thickness. Custom Color—"Ash". Cove Base—General
t 7 Polymers 4844 Clear Pace Coat. Joint Filler— Metzger McGuire "Spat-Pro RS 88"; Color-
8 "Standard Gray".
9 o PF-C: General Polymers FasTop 12S U-4 (Demo Room, Compactor Door Area, Scrubber
10 Pit and Janitor) (First Aid Room and Oil Storage in Canada). Color—"Steel Gray". Joint
11 Filler—Metzger McGuire"Spal-Pro RS 88"; Color-"Standard Gray".
12 At areas requiring polymer flooring finish except Restrooms: All floor drains, sinks, or utility
13 boxes shall be placed so that the top finished elevation of the fixture is set 1/4 inch (6 mm)
14 above the finished elevation of the concrete slab.
15 At areas in Restrooms requiring polymer flooring finish: All floor drains, sinks, or utility boxes
16 shall be placed so that the top finished elevation of the fixture is set 1/8 inch (3 mm) above the
17 finished elevation of the concrete slab.
18 Where polymer flooring is installed on suspended floor slab with occupied space below, provide
19 waterproofing membrane as part of the polymer flooring system.
20 e HTI Polymer will be responsible for chasing and providing a smooth transition of the polymer
21 floor to the fixtures. General Contractor is responsible for proper drainage, overall.
22 General Contractor shall provide 3 phase 480 volt 50 amp power at the jobsite and not further
23 than 10 feet from installation area.
24 STAINLESS STEEL WALL PANELS
25 9 Panels: 20-gage, Type 304 stainless steel, No. 4 finish (No. 2B at concealed surfaces); provide
26 corner, center and end slip joints, cleats and moldings. Use stainless steel screws or nails.
27 • Adhesive and Sealant: GE Silicones Contractors SCS1000 Series "Silicone Adhesive Sealant"
28 or Sonneborn "OmniPlus"or Tremco "Proglaze", NSF certified, gray or aluminum color as
29 selected by Architect.
30 SOUND CURTAIN
31 E.J. Davis "Sound Absorption Baffles", 2 inches thick, with grommet inserts along top edges.
32 PAINTING
33 Sherwin-Williams or PPG Architectural Finishes; provide block fillers, primers and finish-coat
34 materials from same paint manufacturer. Prep surfaces; apply minimum 2 finish coats for
35 complete coverage to achieve a uniform painted appearance, smooth and free from runs, sags,
36 skips and defective brushing.
37 Use primer and finish coats from same manufacturer.
38 No copper surfaces or unpainted pipe or steel shall be left in contact with or exposed to
39 weather above galvalume roof panels.
40 Touch-up and restore finish where damaged or defaced, and leave in first-class condition.
41 • Interior Paint Materials: Includes paint on steel doors and frames including inside faces of
42 egress doors and frames, stairs, railings, gypsum wallboard, mechanical and electrical
43 components, columns, beams,joist, fasteners, anchors, miscellaneous steel and where
44 indicated.
45 o Primer for Concrete Masonry Units: Sherwin Williams Heavy Duty Block Filler B42W46 or
46 PPG 16-90 Pitt-Glaze Interior/Exterior Block Filler Latex.
47 o Primer for Un-galvanized and Galvanized Steel: Sherwin Williams DTM Acrylic Primer/
' 48 Finish B66W1 or PPG 90-912 Pitt Tech Plus DTM Acrylic Primer.
- 49 o Primer for Gypsum Wallboard: Sherwin Williams PrepRite 400 Interior Latex Wall Primer
50 B28W400 or PPG 6-2 Speedhide Interior Latex Primer.
51 o Two Finish Coats: Sherwin Williams ProMar 200 Interior Latex Enamel or PPG 6-500
52 (Semi-Gloss) and 6-411 (Eggshell) Series Speedhide Interior Latex Enamel. Match
53 existing sheen finish on adjacent finished surfaces. For new surfaces, provide eggshell
54 finish on gypsum wallboard and semi-gloss finish on all other surfaces.
" Original 12-09-2008 35 of 60 9/10/2015
- Revised 09-10-2015
SCOPEPROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED USA • MEXICO
7 i
r
1 o Woodwork, Cart Rails, and Wood Trim (Two Coats): Sherwin Williams Minwax Polycrylic
2 Finish or PPG DFT257 Interior Water Based Polyurethane Clear, Gloss. Sand between
3 coats.
4 o For Exposed Plywood Protective Sheets in Tire Center: One primer coat of Sherwin
5 Williams PrepRite Classic Interior Latex Primer B28W111 or PPG 17-921 Seal Grip Acrylic
6 Latex Interior/Exterior Primer Sealer AND two finish coats of Sherwin Williams Sher-Cryl
7 HPA High Performance Acrylic B66 Series or PPG 90-1310 Series Pitt-Tech Plus Gloss
8 Acrylic Enamel. 4
9 o For Exposed Roof/Ceiling Wood Structure: One primer coat of Sherwin Williams PrepRite
10 ProBlock Interior/Exterior Latex Primer Sealer or PPG 17-921 Seal Grip Acrylic Latex
11 Interior/Exterior Primer Sealer AND two finish coats of Sherwin Williams Waterborne Acrylic
12 Dryfall B42W1 or 6-725X1 Speedhide SuperTech Dry-Fog Spray Paint Flat Latex.
13 o For Exposed Wood Trim (Painted): One primer coat of Sherwin Williams PrepRite
14 ProBlock Interior/Exterior Latex Primer Sealer or PPG 17-921 Seal Grip Acrylic Latex
15 Interior/Exterior Primer Sealer AND two finish coats of Sherwin Williams ProMar 200 Zero
16 VOC Interior Latex Enamel or PPG 6-500 (Semi-Gloss) and 6-411 (Eggshell)Series r
17 Speedhide Interior Latex Enamel. Match sheen finish on adjacent finished surfaces.
18 Exterior Paint Materials: Includes paint on steel doors and frames, stairs, railings, ladders, d
19 piping, tubing, conduit, underside of deck, steel architectural features including canopies and
20 trellises, steel surfaces in the Entry Canopy and Receiving Canopy, miscellaneous steel, and
21 other exposed and unfinished steel surfaces.
22 o Primer for Un-galvanized and Galvanized Steel: Sherwin Williams ProCryl Universal
23 Water-Based Primer B66-310 or PPG 90-712 Pitt Tech Plus DTM Acrylic Primer. This
24 field-applied primer coat is required, whether or not steel has been shop primed. Clean
25 and spot-prime field welds, bolted connections, and abraded areas, and then apply primer
26 to entire structure. Test to determine proper bond and adhesion to substrate prior to
27 applying primer and finish coat.
28 o Primer for Prefinished Metal Panels and PVC Piping: Sherwin Williams DTM Bonding
29 Primer B66A50 or 17-921 Seal Grip Acrylic Primer.
30 o Primer for Copper Piping and Tubing: Sherwin Williams DTM Wash Primer B71 Y1 or PPG
31 90-712 Pitt Tech Plus DTM Acrylic Primer.
32 o Two Finish Coats: Sherwin Williams Sher-Cryl High Performance Acrylic B66-300 or PPG
33 90-1310 Series Pitt-Tech Plus Gloss Acrylic Enamel.
34 o Colors: Sherwin Williams SW 6252 "Ice Cube"for all exposed areas of underside of Entry
35 Canopy and Receiving Canopy; "Safety Yellow"for gas piping above roof; and match color
36 of galvalume-coated roof panel for all other piping, tubing and conduit above roof.
37 Interior Colors: In general, match existing. Where not adjoining existing colors, provide:
38 o General wallboard: Semi-Gloss; match SW 7003 "Toque White" unless otherwise noted on
39 Drawings.
40 o Inside Optical Reception/Exam: Semi-Gloss; match SW 6107 "Nomadic Desert"
41 o Galvanized/Un-galvanized Steel Metal: Semi-Gloss; match SW 7030 "Anew Gray".
42 o Plywood in Tire Center: Semi-Gloss; Colors: Black in Tire Install, White in Tire Sales. t
43 DIVISION 10
44 INTERIOR SIGNAGE
45 Kroy "Criterion" Series or Best "HC300" Series; comply with ADA (or California Title 24
46 Accessibility), size and text as indicated on Drawings (or Men 12-inch triangular, Women 12-
47 inch diameter circular, and Unisex or Family 12-inch diameter circular with inset triangle signs),
48 rigid plastic with 0.50-inch radius corner frames, with background in blue color per FS 595B No.
49 15090 and white text, graphics and symbols. Securely attach to wall using mounting tape, t
50 mechanical fasteners or brackets (match existing).
51 TOILET COMPARTMENTS
52 Compartments: Global Steel Products or Metpar,floor anchored, overhead-braced
53 compartments; Type 304 stainless steel, No. 4 satin finish. 1-inch x 22-gage doors and '
54 partition panels; 1 '/4-inch pilasters. Chrome-plated die cast Zamac exposed door hardware;
Original 12-09-2008 36 of 60 9/10/2015
Revised 09-10-2015
PROJECT • ' WAREHOUSE "PROJECTSOF
LIMITED r
SCOPE •
1 include coat hook& rubber bumper, stop, keeper, and concealed latch on door. ADA compliant
2 self-closing doors with door-pull for out-swinging door.
3 Urinal Screen Brackets: Two standard plus Jacknob "Wing Bracket#2700" at top and bottom of
4 urinal screen.
5 TOILET ACCESSORIES
6 Accessories: Bobrick; ADA compliant, stainless steel finish. Provide feminine napkin/tampon
7 dispensers (B-3706 Series for 25¢ single-coin operation), napkin disposal (B-270), seat cover
8 dispensers (B-221), roll tissue dispensers (B-2740), soap dispensers (B-822) at trough sinks in
9 Women's and Men's Restrooms, soap dispensers (B-4112) at other locations, mirrors (B-165
10 Series at single lavatory or B-290 at main Restrooms), grab bars (B-6806 Series), paper towel
" 11 dispensers (B-262 if not supplied by Owner), 5"x16" shelf(B-295), and coat hook (B-6827).
12 Hand Dryers (SOIC): Dyson Airblade AB-14 Hand Dryer, gray color.
13 Diaper Changing Station: Gray-colored, surface-mounted horizontal unit, use Safe-Strap
14 "Diaper Depot Horizontal Diaper Changing Station" or Koala Kare "Koala Horizontal Baby
15 Changing Station, Model No. KB200-01". Install one in each Family Restroom.
16 Verify blocking is in place to support accessories.
17 WALL PROTECTION
18 Stainless Steel Corner Guards: IPC Inpro, Pawling or StainlessDrains.com; satin finish, 16-
19 gage; 3-1/2x3-1/2-inch wings for single L-bends or U-guards, field applied adhesive.
20 9 Cart Rails: 6/4x8 (1-1/2x7 '/4-inches actual) Douglas Fir or Larch, "C-Select" (Choice—IWP)
21 grade per Western Lumber Grading Rules; boards almost completely clear of defects. Miter cut
22 splices and corners.
f 23 MISCELLANEOUS SPECIALTIES
24 Access Door: Karp or Milcor; 14-gage flush steel doors with concealed spring hinges in 16-
25 gage angle frame; factory-applied prime paint. Photo Center: Provide Karp, Model DSC214M,
26 flush access panel with paddle handle.
27 Folding Security Grille (between Tire Sales and Main Sales): "System S-126 Open Brick
28 Pattern" by MobilFlex, phone: (800) 216-3539, www.mobilflex.com; manual folding and stacking
29 in storage pocket; consisting of aluminum panels with vertical rods linked together in a brick
30 pattern, lead post and trailing post having keyed cylinder locks on both sides, intermediate post
31 at maximum 10-foot intervals without drop bolts, overhead track, and (when required)full-size
32 swing-out egress door with Aeroflex perforated panel and keyed cylinder on Warehouse side
33 and pus paddle and exit label on Tire Sales side; clear anodized aluminum finish. Provide
34 Schlage 20-062 626 cylinders with the grille package.
35 Cubicle Curtains and Tracks: Track: Use InPro "Ultra Cube Cubical Track", 1-1/4"x 3/4" clear
36 anodized extruded aluminum track with end stops, nylon rollers, aluminum hooks, and other
37 associated hardware to complete track system installation. Curtain: Use InPro "Shadow
38 Fabric" 100% polyester privacy curtain that is flame resistant, stain resistant and anti-microbial,
39 having 12" high No. 50 open weave 100% nylon mesh top, grommets machined into top hem,
40 and curtain tieback. Hang curtain with 12" clearance between finished floor and bottom of
41 curtain. Color of curtain and mesh to be selected by Architect.
42 BIRD CONTROL DEVICES
43 Use "3/4-inch Mesh, Heavy Duty 12/6 Bird Net 200" by Bird-B-Gone or 7/8-inch Mesh,
44 PermaNet System" by Birdmaster or"3/4-inch Mesh, FlyBye Polyethylene Bird Netting" by
45 FlyBye Bird Control Products. Select netting color to be nearly invisible to a ground-level
46 observer. Use stainless steel hardware and cable framework. Provide accessible panels for
f 47 ease of maintenance of fixtures and equipment above netting.
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PROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED SCOPE •
r
1 DIVISION 11
2 LOADING DOCK EQUIPMENT
3 9 CONTACT: 4Front Engineered Solutions, Ray Threatt, (972)466-0707.
4 • Mechanical Dock Leveler: Model WS8740, 40,000 lbs capacity, 8-feet long x 7-feet wide x 20-
5 inch lip extension, operating range 12 inches above and 12 inches below dock, leveler
6 operated by pulling release ring at rear of ramp, weather-seal at sides. Color: Gray. -
7 9 Foam Pad Dock Seal: Serco Model S-2000 "Ultra Seal", 22 oz black vinyl fabric with black XL- L
8 100 4-inch exposure wear pleats, having 12-inch projection bottom and 10-inch projection top.
9 • Steel-Faced Laminated Dock Bumpers: 20 inches high x11 inches wide x 6 inches thick.
10 • Loading Dock Liqht: Model DSDL-40P, 40 inches, with electrical interconnection, 100-watt
11 PAR-38 bulb in each dock light and one spare.
12 • Vehicle Restraints: Model SL60 "Pit Bull"with exterior controls.
13 DIVISION 12
14 SITE FURNISHINGS
15 Bike Racks: Dero Bike Rack Co. "Rolling Bike Racks RR Series" or Creative Pipe Inc.
r
16 "Thunderbolt TB Series", hot-dip galvanized steel, surface mounting, in quantity shown on
17 drawings.
18 DIVISION 21
19 FIRE SUPPRESSION SPRINKLER GENERAL '
20 e Fire Sprinkler System shall be Contractor designed and provided system.
21 o Work includes, but is not limited to, all engineering calculations, labor, materials, supervision,
22 testing, permits and approvals required to design, install and obtain final acceptance of the
23 sprinkler system.
24 • All work to comply with NFPA, 13 and applicable codes/standards.
25 9 Include corrosion protection when required by local jurisdiction.
26 9 Installation of sprinkler system shall be by a licensed and certified sprinkler and/or fire
27 protection contractor with a minimum of five years experience installing sprinkler systems.
28 SPRINKLER SYSTEM DESIGN REQUIREMENTS
29 Design densities, area of coverage, sprinkler temperature, finish, etc. are to meet the following
30 Owner's criteria— no substitutions.
31 • Warehouse Areas: 0.60/2000, 196 sq. ft. maximum spacing; 100/400 GPM inside/outside hose
32 provision; per NFPA 13, Class-IV Commodity on double-row racks (no solid shelves); 8-foot
33 minimum aisles; 20'-0" high, non-encapsulated.
34 • Office/Pharmacy/Optical/Restrooms: 0.20/1500, 130 sq. ft. maximum spacing; 100/150 GPM
35 inside/outside hose provision. Ordinary Group II per NFPA 13.
36 e Meat/Bakery/Fresh Line: 0.20/1500, 130 sq. ft. maximum spacing; 100/150 GPM inside/outside 4'
37 hose provision. Ordinary Group II per NFPA 13.
38 • Freezers/Coolers with Low Racks: 0.20/1500, 130 sq. ft. maximum spacing; 100/150 GPM
39 inside/outside hose provision. Ordinary Group II per NFPA 13.
40 • Produce/Dairy Coolers with High Racks: 0.385/2000, 100 sq. ft. maximum spacing; 100/400
41 GPM inside/outside hose provision. Per NFPA 13, Class 1-11 Commodity on single-row racks l-
42 (no solid shelves); 4-foot minimum aisles; 20'-0" high, non-encapsulated
43 • Freezers/Coolers with High Racks: 0.43/2000, 100 sq. ft. maximum spacing; 100/400 GPM j
44 inside/outside hose provision. Per NFPA 13, Class III Commodity on single-row racks (no solid
45 shelves); 4-foot minimum aisles; 20'-0" high, non-encapsulated.
46 • Canopy Dry System: 0.20/1950, 130 sq. ft. maximum spacing; 100/150 GPM inside/outside r
47 hose provision. Ordinary Group II per NFPA 13.
48 • Tire Sales: 0.30/2500, 100 sq. ft. maximum spacing; 100/650 GPM inside/outside hose
49 provision. Tire storage per NFPA 13.
50 • Tire Installation: 0.20/1500, 130 sq. ft. maximum spacing; 100/150 GPM inside/outside hose
51 provision. Ordinary Group 11 per NFPA 13.
52 SPRINKLER SUBMITTALS
53 Provide complete coordinated shop drawings; per NFPA 13, Section 22.1 "Working Plans".
Original 12-09-2008 38 of 60 9/10/2015
Revised 09-10-2015
PROJECT
MANUAL
1 • WAREHOUSE OF
SCOPELIMITED 1 • MEXICO
{-
1 '
1 Provide hydraulic calculations for all areas of protection.
2 9 Make complete submittals only— no partial submittals.
3 e Submit shop drawings and calculations to Architect for preliminary review. Upon completion of
4 review by Architect, submit shop drawings and calculations to Authority Having Jurisdiction for
5 approval. Submit revised drawings and calculations for review and approval as required by
6 changes in the contract documents during construction.
7 • Gain all approvals prior to fabrication and installation.
8 Provide all welding stamps, certificates or other documentation as required for local authority
9 approval.
10 • Deliver two-sets of"As-Built" sprinkler shop drawings and all Certificates of Inspection to the
11 Architect upon completion of punch list items and prior to final acceptance.
12 9 Upon approval and acceptance of the system, provide three copies of operating instructions,
13 approved shop drawings, maintenance manual, copy of NFPA 25, a spare parts list and a list of
. 14 phone numbers for emergency repair personnel.
15 SPRINKLER MATERIALS
f 16 • All materials to comply with applicable codes/standards and be U.L. listed and/or Factory
17 Mutual approved.
18 •
Piping:
19 o All piping is to be new black steel, prepared for painting; approved for 175 psi; conforming
20 to ASTM A135 and A795; FM approved.
21 o Piping and fittings to be US manufactured or approved equal.
22 o Piping 4-inch or larger to be Schedule-10 with a CRR value of 1.0 or greater. All other
{ 23 pipes are to be Schedule-40 with a CRR value of 1.0 or greater. Couplings, fittings, and
24 other wet components to have a CRR value of 1.0 or greater.
25 o Piping 3 '/2-inches and larger to be roll-groove installation; other size pipes to be threaded
26 or roll-groove installation.
27 o Piping to be capped and fully protected from exposure to environment to prevent rust
28 during transit and storage on-site.
29 o Rusted, dented, or otherwise damaged piping will not be acceptable.
30 o Crimp-type installations are NOT PERMITTED.
31 Sprinklers:
32 o Extended Area or Flex-Head or sprinklers are not approved, unless noted otherwise on the
33 Contract Documents. NO EXCEPTIONS.
34 o Quick Response (QR) sprinklers are acceptable for use at non-storage areas only. Quick
35 Response (QR) sprinklers shall not be installed at areas considered "storage". No
36 reduction for the area of coverage will be allowable per Owner's requirements.
37 o Flex tubing shall be provided at the Hearing Booth; Contractor shall verify quantity of
38 Hearing Booths. Flex tubing shall be installed per manufacturer's data sheet and shall be
39 identified correct within system hydraulic calculations where applicable.
40 Freezer/Cooler Sprinklers: NO SUBSTITUTIONS -- Dry Pendent Sprinklers
41 o Low Stock/Rack—Tyco Model TY3555 (standard response); concealed-type; minimum
42 temperature rating of 200° F (due to de-frost mode).
43 o High Stock/Rack--Tyco Model TY5255 (standard response); semi-recessed-type;
44 minimum temperature rating of 200° F (due to de-frost mode).
45 Escutcheons: Recessed-type at suspended grid ceilings; adjustable 401-Type at other finished
46 ceiling pendent sprinklers.
f. 47 o Adjustable 401-Type are not permitted to be used within any Freezer/Cooler. Spacing of
48 sprinklers shall comply with the obstruction criteria referenced in NFPA 13. NO
49 EXCEPTIONS.
50 Hangers, Seismic Bracing and Thrust Bracing: Comply with NFPA 13. Provide thrust bracing at
r - 51 the top of all risers and changes in direction of dry main piping to prevent movement of piping
52 during system energize.
53 SPRINKLER INSTALLATION
` Original 12-09-2008 39 of 60 9/10/2015
Revised 09-10-2015
PROJECT MANUAL FOR WAREHOUSE PROJECTS • t.
SCOPELIMITED •
1 • Coordinate piping locations with other trades; branch-line piping to run within the framing above
2 bottom chord of trusses (tight to roof deck). Run mains tight to beams and with the roof slope.
3 Provide auxiliary drains as required.
4 o Do NOT hang or support any loads from the metal roof deck or joist bridging.
5 o Do NOT cut or punch openings in any structural member.
6 o Provide all necessary piping supports, hangers, attachment and seismic bracing; comply NFPA
7 13 or local build code if more stringent.
8 • Secure hangers and supporting steel to the top chord of steel joist/girder using beam clamps.
9 Attach within 6-inches of joist/girder panel points. f
10 • Maximum distance between supports is 8-feet where sprinkler lines run parallel to joist and 10-
11 feet perpendicular to joist. `
12 e Position sprinklers deflectors with relation to obstructions and ceilings per NFPA 13. Provide
13 standard sprinklers in upright position to protect from forklift damage. Install roof sprinkler r
14 deflectors a minimum of 48-inches above projected height of storage for the use of the EC-25
15 sprinklers; other sprinkler deflectors to be a minimum of 18-inches above projected height of
16 storage. f
17 o Symmetrically space sprinkler heads in finished ceilings; heads located in ceiling tile shall be
18 "quarter-pointed", (+/-) 2-inches.
19 o Fill system with water/air in manner to minimize horizontal thrust or undue lateral loads. -
20 e Pitch all dry piping to a low point drain located within interior of building.
21 • Provide sprinkler protection at Electrical Rooms per local jurisdiction. No main piping permitted
22 in Electrical Room/Platform; no sprinkler piping above panel boards; provide shielding of
23 electrical equipment.
24 o If none currently exist, provide pressure relief valves on each modified sprinkler system.
25 e Install horizontal piping prior to painting.
26 Penetrations of rated assemblies shall be fire-stopped with approved materials.
27 Provide appropriate signage at all control and drain valve locations.
28 a Prepare piping for painting contractor; remove labels, stickers, tags, tape, oil residuals and
29 grease. Install protective plastic bags on sprinkler heads where painting may occur.
30 9 Replace painted sprinklers at no additional cost to the Owner; cleaning of sprinkler heads to
31 remove paint is not acceptable.
32 o Provide flushing and drainage as required by NFPA 13; flush to sanitary sewer.
33 o Leave entire sprinkler system clean in every respect at conclusion of work.
34 ROTISSERIE/FOOD SERVICE HOOD SYSTEM
35 Hood Supplied by Owner: Provide and coordinate all connecting services with hood
36 requirements.
37 o Confirm order delivery time with Owner.
38 o IMPORTANT: Verify hood size prior to start of framing.
39 Contractor to provide completed system to comply NFS, NFPA 17A& 96, UL/ULC 710 & 300;
40 pre-engineered, wet cartridge operated,fixed nozzle, piped system; manual reset.
41 Interlocks/valves for automatic power/fuel shut-off of protected appliances; fan shut-down of
42 make-up air unit(if manufacturer requires).
43 o Obtain all jurisdictional approvals; provide all necessary documents.
44 • Ansul hood fire suppression system installed by approved Ansul Subcontractor; capable of I
45 sending an alarm to monitoring system. `
46 o All piping shall be Schedule 40 threaded malleable iron, black pipe, or stainless steel. No cast
47 iron pipe, tubing, or flexible hose connections are permitted in the discharge piping except as {
48 required:
49 o Ansul's Agent Distribution Hose and Restraining Cable Kit Part no 435982 is to be used
50 between the food service area conveyor pizza oven and wall when pizza oven appliance
51 protection is provided.
52 Provide hinged rooftop-mounted up-blast type exhaust fan complete with grease trough; set on `
53 vented roof curb.
a
Original 12-09-2008 40 of 60 9/10/2015
Revised 09-10-2015
"PROJECT • ' WAREHOUSE PROJECTSOF
SCOPELIMITED •
s'
1 Provide rooftop-mounted make-up air unit; make-up air= 80%from unit, 20% from warehouse,
2 if Rotisserie is enclosed.
i 3 Exhaust ducts to be 16-gage black steel;joints and seams welded (by Mechanical Contractor).
4 Run ducts straight between hood and roof; no offsets.
5 Wrap ducts with 3M "Fire Barrier' 1-hour duct wrap insulation; UL#YYET-R14229.
i 6 DIVISION 22
7 PLUMBING WORK --GENERAL
8 Plumbing Work shall be Contractor designed and provided systems.
9 e Work includes plumbing, piping, and insulation of Plumbing Work. All systems shall be fully
'y 10 adjusted and ready to use.
11 e Work also includes, but is not limited to, all engineering calculations, labor, materials,
_ 12 supervision, testing, permits and approvals required to design, install and obtain final
13 acceptance of the plumbing systems.
14 • Contact and coordinate all utility companies as required to perform the work.
15 Rough-in and connect all equipment furnished by the Owner, Contractor, Vendors or Electrical
16 Contractor.
17 Provide all necessary controls and control wiring to make each system complete and operable.
18 • All work to comply with applicable codes/standards.
19 • All fasteners, clamps, etc. shall be of non-corrosive material as approved by the roof
' 20 manufacturer. To maintain roofing warranty, submit roof penetration method/materials to
21 roofing manufacturer for approval.
22 PLUMBING BASIC MATERIALS AND METHODS
r 23 9 Provide vibration isolation mountings and seismic restraints.
24 o Secure all equipment to the building structure; comply all applicable codes.
25 o Provide pipe thermometers and pressure gages as required.
26 Provide rain-hoods, access doors/panels, drain pans, equipment guards and drip shields above
C_ 27 electrical equipment.
28 Labeling: Identify piping with color code and stencil; comply W. H. Brady Co. B-946 or equal.
29 Provide valve tags and name tags for all equipment.
30 Sleeves: Wherep�p�i in
g passes through floors/walls, provide Schedule 40 pipe sleeves; extend
31 sleeve full thickness of floor/wall and project 1-inch above floor; allow'/2-inch radial clearance
32 beyond pipe/insulation. Seal space between pipe and sleeve with sealant (fire-rated sealant at
33 rated-walls); provide compression seal where pipes pass through walls below grade.
t '
34 PLUMBING INSULATION
35 Piping Insulation: Fiberglass, phenolic foam or closed cell elastomeric as appropriate; insulate
36 condensate drain lines, domestic hot and cold water, piping to roof drains, hot water supply and
37 circulating piping. Continue insulation through wall/ceiling/sleeve; insulate on all cold surfaces
�- 38 where vapor barrier jackets are used for a continuous, unbroken vapor seal. Adequately
39 insulate and vapor seal all hangers, supports, anchors, etc. that are secured to cold surfaces to
40 prevent condensation.
41 SOIL, WASTE AND DRAINAGE
42 General: Verify all invert-elevation connection points prior to starting Work.
43 Soil Pipe at Grease Waste Lines:
! 44 o 2-inch and Smaller Above Ground: Standard weight galvanized steel (CPVC—200°F. if
45 approved by local code).
46 o 2 '/2-inches and Larger Above Ground: Standard hubless cast iron pipe with neoprene
47 sleeve gasket/stainless steel shield and bands (CPVC—200°F. if approved by local code).
48 o Underground: Standard hubless cast iron pipe with neoprene sleeve gasket/stainless steel
F 49 shield and bands (CPVC—200°F. if approved by local code).
50 Soil Pipe at Non-Grease Waste Lines (Restrooms and Condensate Lines):
51 o 2-inch and Smaller Above Ground: Standard weight galvanized steel (PVC or ABS if
52 approved by local code).
r
Original 12-09-2008 41 of 60 9/10/2015
Revised 09-10-2015
"PROJECT • ' WAREHOUSE "PROJECTSOF
SCOPELIMITED •
t
1 o 2 '/2-inches and Larger Above Ground: Standard hubless cast iron pipe with neoprene
2 sleeve gasket/stainless steel shield and bands (PVC or ABS if approved by local code).
3 o Underground: Standard hubless cast iron pipe with neoprene sleeve gasket/stainless steel
4 shield and bands (PVC or ABS if approved by local code).
5 • Soil_Pipe at Photo Lab and Soda Alcove: PVC for above and below grade; all sizes.
6 • Vent Piping:
7 o 1 '/2-inches and Smaller Above Ground: Standard weight galvanized steel (PVC or ABS if t
8 approved by local code).
9 o 2-inches and Larger Above Ground: Standard weight galvanized steel; Standard hubless
10 cast iron pipe with neoprene sleeve gasket/stainless steel shield and bands (PVC or ABS if
11 approved by local code).
12 o Underground: Standard hubless cast iron pipe with neoprene sleeve gasket/stainless cast
13 iron mechanical coupling (PVC or ABS if approved by local code).
14 o Indirect Waste Piping: Galvanized steel pipe, copper or plastic. 1
15 a Roof Drain Piping: Schedule 40 black steel, welded or grooved end fittings; standard weight
16 hubless cast iron pipe with neoprene sleeve gasket and stainless steel shield and bands (PVC ;
17 or ABS if approved by local code). Insulate pipes.
18 • Condensate Drain Piping: Galvanized steel pipe, copper or plastic. For buildings with metal
19 roof system, use ABS or PVC only. All exterior PVC to be Schedule 80.
20 e Piping Installation: Install promptly; cap or plug open ends. Provide uniform pitch of at least 1/4-
21 inch per foot (unless noted otherwise)for horizontal waste and soil piping with the building;
22 pitch vents for proper drainage. Do not cut structural members. Provide polyethylene
23 encasement when corrosive soil conditions exist.
24 DOMESTIC WATER SYSTEM
25 e Domestic Water Piping: Copper; Type-L above grade, Type-K below grade. Spirally wrap
26 underground copper with 3M bitumastic tape.
27 . No underground water piping inside building downstream of water header; use overhead piping
28 only.
29 o Valves: Provide sectional valves on each branch and riser; shutoff valves on inlet of each
30 plumbing equipment/fixture; drain valve on each plumbing equipment item to drain equipment
31 for service or repair; check valves on discharge side of each pump.
32 Provide hangers, supports and anchors.
33 a Locate piping runs vertically and horizontally to building walls/ceiling (pitched to drain); avoid
34 diagonal runs. Install with minimum joints; align accurately at connections. i
35 o Water heaters to have sheet metal pan; drain to an indirect drain.
36 • Clean exterior of piping and prepare for coatings. Flush system with clean water before testing
37 per Plumbing Code. Inspect joints, supports and accessory items.
38 PLUMBING FIXTURES AND TRIM
39 General: Chromium-over-nickel finish at exposed metal parts; stops at each fixture water
40 connection; faucets with renewable cartridges; vitreous caps at water closet bolts; escutcheon
41 at each point where pipe enters wall at fixture. Seal all joints with silicone sealant where
42 fixtures abut walls and floors. At items furnished by others, provide all P-traps, tailpieces,
43 escutcheons and stop valves.
44 Water Closet: Zurn Z5615.214.00.00.00 Ecovantage, manual flush valve, wall-hung siphon jet,
45 elongated bowl, white vitreous china: water-saver flushes 1.28 gallons minimum at 25 psi. 1%
46 screwdriver back-check angle stop, adjustable tailpiece, vacuum breaker flush connection and
47 spud coupling for 1 '/"top spud. Zurn 5955SS-EL, open front white toilet seat; no cover, r
48 stainless steel hinge with check. ;
49 • Urinal: Kohler K-4920-T, floor-mounted, white vitreous china; 3/"top spud, 2"floor outlet, E
50 water saver flushes on 0.5-gallons, Sloan Royal Optima Model 186-0.5 with dual-filtered type
51 diaphragm kit; low consumption flush valve; chrome-plated for either left or right hand supply;
52 equipped with solenoid operator, Optima EL-1500 adaptive sensor; (4)tamper-proof screws {
53 and chrome-plated wall cover-plate for two-gang electrical box. Provide Sloan EL-154
Original 12-09-2008 42 of 60 9/10/2015
Revised 09-10-2015
r'
PROJECT WAREHOUSE PROJECTS
• •
SCOPELIMITED
- 1 transformer; 120V AC input/24VAC output, Class II, UL listed, 48 VA (minimum); one
r 2 transformer serves up to 10 Optima flushometers.
i 3 Multi-Station Hand Sink at Public Restrooms: CONTACT: Costco Purchasing. Universal
4 Stainless Inc. PC-MSHS-10-ADA CHG K16-4000; 120"x17"x6"deep, 16-gage, Type 304
5 stainless steel tapered bowls with (2) basket drains, wall-hung; (5) 1 3/8" faucet holes.
6 Lavatory faucet CHG K16-4000, sensor operated, AC powered with battery backup. Provide
7 Symmons Thermixer 5-130-CK thermostatic mixing valve with lockable temperature setting and
8 hot/cold checks; set temperature to 100° F.
9 Lavatory Wall Hung: Kohler Brenham K-1997, white vitreous china, 22"x19", wall-hung with 4"
10 faucet hole centers. Sloan faucet ETF-600-BDT, 4-inch centers, sensor-operated. Plug-in
- 11 transformer, below deck, thermostatic mixing valve, with ETF-233 transformer to operate up to
12 2 faucets. 0.5 GPM vandal resistant spray-head.
i 13 Optical Exam Sink: CONTACT: Costco Purchasing. Single compartment 15"x17 '/2"x7 '/z" deep,
L_.
14 18-gage, Type 302 self-rimming stainless steel; faucet ledge. Elkay LK-4121 chrome faucet,
15 swing spout with 10" outlet height. 8" reach, LK-335 sink drain and tailpiece.
16 Pharmacy Lab Sink: CONTACT: Costco Purchasing. Single compartment 15"x17 '/2"x7 '/2"
17 deep, 18-gage, Type 302 self-rimming stainless steel; faucet ledge. Elkay LK-4121 chrome
18 faucet, swing spout with 10" outlet height. 8" reach, LK-335 sink drain and tailpiece.
19 Hearing Center Sink: CONTACT: Costco Purchasing -- Owner Supplied, Contractor Installed.
i 20 e Drinking Fountain: Elkay EZS8, wall-mounted water cooler, 8.0 GPH base rate, 115V, single-
21 phase, 4.0 FLA, flexible bubbler guard.
22 e Drinking Fountain: Elkay EZSTL8C, wall-mounted bi-level water cooler, 8.0 GPH base rate,
r 23 115V, single-phase, 4.0 FLA, flexible bubbler guard
24 • Thermostatic Mixing Valve at Fresh-Line and Public Restroom: Symmons Maxline 5-230-CK;
25 mixing valve with lockable temperature setting and hot and cold checks, set temperature to 100
26 deg F.
27 • Thermostatic Mixing Valve at Photo: Bradley Navigator S19-2000; mixing valve with lockable
28 temperature setting and hot and cold checks, built-in cold-water bypass. Positive shut-off of hot
29 water if cold water supply is lost.
i 30 e Floor Sink Drain at Fresh-Line/Food Service: Stainless Drains.Com CSDSINK 12x12x10;
31 indirect sink waste, 12" square, extra deep 14-gage stainless steel receptor. Dome bottom
32 strainer; perforated '/2-grate and internal flange. CONTACT: Shelia Heller at
33 StainlessDrains.com; (888) 785-2345; Shelia stainlessdrains.com
34 Floor Drain at Fresh-Line/Food Service: Stainless Drains.Com CSDFS-R-4 10-50.S; heavy
35 duty, '/2" stainless steel slotted grate with 12-gage Type 304 stainless steel body; anchor tables,
36 no-hub outlet; stainless steel sediment basket. Drill and tap upper frame for trap primer as
l - 37 required. Set top of drain '/-inch below floor; slope floor at 1% to drain for a 4-foot radius.
38 CONTACT: Shelia Heller at StainlessDrains.com; (888) 785-2345; Shelia .stainlessdrains.com
l 39 Floor Drain at Restroom/Janitor: Stainless Drains.Com CSD6000AT-TPC3; 6"floor drain with
40 14-gage stainless steel body; drain provided with perforated 12-gage stainless steel adjustable
41 top. Provide with trap primer connection. CONTACT: Shelia Heller at StainlessDrains.com;
42 (888) 785-2345; Shelia@stainlessdrains.com
43 Floor Trench Drain at Meat Prep/Rotisserie: Stainless Drains.Com SD6X1 Slotted; 14-gage
44 stainless steel body with '/4" stainless steel slotted grate. Prove with SDSB sediment basket; 6"
45 wide. CONTACT: Shelia Heller at StainlessDrains.com; (888) 785-2345;
46 Shel ia(o-)stainlessdrai ns.com.
47 Chair Carriers: Provide wall-hung fixtures with concealed fixture hanger constructed for fixture,
48 cast iron feet sit on sub-floor or cast in sub-floor, or supported by floor-to-ceiling pipes. Exposed
49 arm supports, white enamel finish where fixture is mounted on plastic walls, vitreous enamel
50 where mounted against tile or glazed finish walls. Support base shall not extend beyond wall of
51 chase into finished space.
52 o See Plumbing Drawings for product model numbers.
53 Roof& Overflow Drains: Cast iron body with polyethylene dome; Zurn Z-100, 15-inch diameter
54 at Warehouse; Zurn Z-121, 12-inch diameter at Canopy. Optional 2-inch high dam at overflow
Original 12-09-2008 43 of 60 9/10/2015
Revised 09-10-2015
PROJECT MANUAL FOR WAREHOUSE PROJECTS OF L
LIMITED SCOPE •
i
1 drains. Warehouse rain leader 8-inch except 10-inch in heavy-rain coastal areas; canopy rain
2 leader 6-inch. f
3 o Wrap rain leaders with PVC to 8-feet above floor where exposed to view.
4 DIVISION 23 t
5 MECHANICAL WORK --GENERAL
6 Mechanical Work shall be Contractor designed and provided systems.
7 9 Work includes air conditioning, ventilation, controls and insulation of Mechanical Work. All
8 systems shall be fully adjusted and ready to use.
9 • Work also includes, but is not limited to, all engineering calculations, labor, materials, I
10 supervision, testing, permits and approvals required to design, install and obtain final l
11 acceptance of the Mechanical systems.
12 • Contact and coordinate all utility companies as required to perform the work.
13 Rough-in and connect all equipment furnished by the Owner, Contractor, Vendors or Electrical i
14 Contractor. L
15 • Provide all necessary controls and control wiring to make each system complete and operable;
16 include switches, thermostats, interlocks and time clocks.
17 • Furnish and install smoke detectors; verify existing voltage.
18 • Coordinate connection of equipment to the Building Management System (Enflex or Trane
19 Tracer). #
20 • All work to comply with applicable codes/standards.
21 • All fasteners, clamps, etc. shall be of non-corrosive material as approved by the roof _
22 manufacturer. To maintain roofing warranty, submit roof penetration method/materials to
23 roofing manufacturer for approval.
24 MECHANICAL BASIC MATERIALS AND METHODS
25 e Provide vibration isolation mountings and seismic restraints.
26 • Secure all equipment to the building structure; comply all applicable codes.
27 e Provide pipe thermometers and pressure gages as required.
28 o Provide rain-hoods, access doors/panels, drain pans, equipment guards and drip shields above
29 electrical equipment.
30 Labeling: Identify piping with color code and stencil; comply W. H. Brady Co. B-946 or equal.
31 • Provide valve tags and name tags for all equipment; label all air conditioning units and exhaust
32 fans with 6-inch high block lettering on the exterior of the units.
33 • Sleeves: Where piping passes through floors/walls, provide Schedule 40 pipe sleeves; extend i
34 sleeve full thickness of floor/wall and project 1-inch above floor; allow 1/2-inch radial clearance
35 beyond pipe/insulation. Seal space between pipe and sleeve with sealant (fire-rated sealant at
36 rated-walls); provide compression seal where pipes pass through walls below grade.
37 MECHANICAL INSULATION
38 • Piping Insulation: Fiberglass, phenolic foam or closed cell elastomeric as appropriate; insulate !-
39 condensate drain lines, domestic hot and cold water, piping to roof drains, hot water supply and
40 circulating piping. Continue insulation through wall/ceiling/sleeve; insulate on all cold surfaces
41 where vapor barrier jackets are used for a continuous, unbroken vapor seal. Adequately
42 insulate and vapor seal all hangers, supports, anchors, etc. that are secured to cold surfaces to
43 prevent condensation.
44 Ductwork and Air-Handling Equipment Insulation: Insulate all air-handling systems from the E
45 outside air intake to the room outlets including ductwork, plenums, casings, coils, fans and
46 sound attenuators. Ductwork and equipment with internal acoustical lining will not require
47 external insulation. Do not use internal lining on ducts serving a make-up air system. Secure
48 rigid insulation with pins;joints tightly butted. Fill joints, breaks, punctures with vapor barrier L
49 mastic and tape at cold ductwork. Apply flexible blanket insulation to ductwork with Foster 85-
50 20 mastic; seal all punctures and voids with vapor barrier. ff
51 FUEL GAS PIPING AND EQUIPMENT
i
Original 12-09-2008 44 of 60 9/10/2015
Revised 09-10-2015
PROJECT MANUAL F• - WAREHOUSE PROJECTSOF
LIMITED
r
SCOPE •
1 e General: Notify gas utility provider of changes to gas system; provide gas load values for new
2 gas-fired equipment. Verify existing service/meter and pressure is adequate for new gas loads;
3 if required, coordinate with gas utility for replacement of meter.
4 e Pipe Preparation for Painting: At piping above roof or exposed to weather, prepare piping for
5 painting. At project completion, verify no gas piping above the roof remains unpainted.
6 9 Seismic Requirements: Provide ASCE certified seismic gas shutoff valve on main gas line to
7 building and seismic bracing for all gas piping over 2 '/cinches. For interior gas-fired
8 equipment, provide approved flexible gas pipe connection from drip-leg tee to each piece of
9 equipment.
10 • Gas Piping:
11 o Pipe 1 '/2-inches and Smaller: Black steel, standard weight; Class 150 malleable iron
12 threaded fittings (Wrought steel butt-welding Contractor's Option).
13 o Pipe 2-inches and Larger: Black steel, standard weight; wrought steel butt-welding fittings.
14 Gas Piping Installation: Ground gas piping electrically and bond tightly to grounding electrode.
15 Install drip-legs at each piece of equipment and each vertical rise; install tee with bottom outlet
16 plugged. Use insulated couplings where dissimilar metals are joined underground.
17 SPECIAL PIPING SYSTEM (COMPRESSED AIR)
18 9 General: Air compressors and hose reels furnished by Owner; Mechanical Contractor to
19 unpack, set and pipe.
20 9 Compressed Air Specialties: Provide filter, automatic drain, air line regulator and quick
21 disconnect; Wilkerson, Norgren or Amflo.
22 9 Compressed Air Piping:
23 o Tire Installation and Non-Food Areas: Galvanized standard weight.
24 o Meat and Bakery: Type-L copper.
25 e Piping Installation: Install piping pitched down with flow with the end drained using an automatic
26 drain. Anchor all vertical drops and hose connections. Test at 1 '/2 working pressure or 150 psi
27 (whichever is greater) after the lines have been cleaned.
28 ROOFTOP AIR CONDITIONERS
29 HVAC Units: CONTACT: Costco Purchasing.
30 o Provide two-year warranty for both materials and labor.
31 o Combination gas heat/electric cooling with insulated weather-tight casing and compressors,
32 condenser coil, condenser fans, evaporator coil, return air filters, supply motors and drives,
33 unit controls and gas-fired heating section.
34 o Units to be fully charged with refrigerant.
35 o Units to have labels, decals and tags to describe service and indicate caution areas.
36 o Internal wiring to be colored and numbered for identification.
37 o Interface control module to Energy Management System.
38 o Vendor shall provide startup.
39 HVAC Unit Installation: Set level and plumb. Coordinate installation of disconnect switches and
40 electric power wiring by the Electrical Contractor.
41 o Provide continuous neoprene gasket between unit and curb.
42 o Secure unit to curb with 7-inch long x 3/16-inch stainless steel aircraft cable with 340P500
43 clevis each end; minimum four cables for first 1,000 pounds of unit weight and additional
44 two cables for each increment of 1,000 pounds of unit weight.
45 o Assemble and install supply/return duct drops, ductwork and diffusers for units.
46 o Mount economizer, connect economizer electrical plugs and ready the economizer for
47 operation.
48 o Install all field installed accessories.
t 49 o On projects where new and/or modified HVAC units are only controlled by programmable
50 thermostats, furnish and install all low voltage control wiring to programmable thermostats.
51 Make no modification to an existing Building Management System.
52 o Provide "Dektite"flexible collars at roof penetrations and use only non-corrosive fasteners.
53 To maintain metal roof warranty, contact Span Construction (559) 661-1111 or
54 spancostcosales(cDspanconstruction.com prior to performing any work.
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9
1 o Clean system/equipment, lubricate bearings, adjust belts/control valves; adjust fan speed,
2 ready for air balancing and replace filters with new 2-inch pleated, 40%filters. i
3 AIR CURTAINS
4 NO SUBSTITUTIONS -- CONTACT: Powered Aire Inc. 1-888-321-2473 or Berner International
5 Corp. 1-800-245-4455. Factory assembled units; U.L. Listed; '/2 HP two-speed motor, dBA
6 rating of 54 on low speed; factory mounted electric heating coil with a capacity of 28-30Kw. f
7 EXHAUSTFANS i
8 • General: Provide two-year warranty for both materials and labor.
9 • Ceiling Exhaust Fans: Penn, Cook or Greenheck. Factory assembled with back-draft damper;
10 white egg-crate shaped grille, 85%free open area. Direct drive, max. 1100 rpm; rubber in
11 shear vibration isolators; electrical disconnect, U.L. listed.
12 • Roof Exhaust Fans: Penn or Cook. Factory assembled centrifugal fan with back draft dampers
13 and removable bird screen.
14 o Rotisserie/Pizza Oven Hood Exhaust Fan: Penn or Cook. _._
15 o Comply U.L. Standard 762 for removal of grease-laden vapors, U.L. listed.
16 o Sealed motor compartment cover with 4-breather tube positive ventilation system, one- r
17 piece lower housing; vertical exhaust discharge. Motor located out-of-the airstream; single
18 bolt belt adjustment. Controlled by on/off switch provided by Electrical Contractor.
19 o Factory-wired safety disconnect switch and weather-resistant exterior junction box.
20 o Provide with floating hinge and 1/16-inch stainless steel wire rope to allow fan to open to
21 900; provide hasp with cotter pin to secure open end of hinged fan.
22 o Provide vented curb extension for Type-1 hood exhaust. Minimum 40-inch above roof
23 discharge.
24 Fan Installation: Install level and plumb; secure with cadmium-plated hardware. Suspend
25 ceiling fans from structure; use steel wire or metal straps. Support suspended units from
26 structure using threaded steel rods. Label units. Clean plenums and casings; adjust fans,
27 ready for air-balancing.
28 DUCTWORK FOR REMOVAL OF GREASE AND SMOKE LADEN VAPORS ( _J,
29 Ductwork: Metal-Fab Inc. Model 4G listed factory-built double-wall insulated grease duct; zero
30 clearance; include all components (duct supports, guides, fittings, cleanouts, expansion joints,
31 etc.). For use with Type-1 hoods; comply NFPA 96.
32 o Comply ASTM E119, 2-hour fire resistance rating and 3-hour fire engulfment hose stream
33 test.
34 o Duct constructed with stainless steel inner wall, aluminized steel outer wall; 4-inches of f
35 body soluble ceramic fiber insulation between walls. Seal joints with P080 Grease Duct 1.
36 Sealant.
37 AIR DISTRIBUTION SYSTEM
38 • General: Run ductwork straight from rooftop equipment to an architectural finish with no
39 offsets.
40 Low Pressure Sheet Metal Ductwork: All ductwork galvanized steel unless noted otherwise;
41 comply SMACNA Duct Construction Standards, 2-inch water gage static Pressure Class Seal
42 Class-C. �-
43 o Seams: Do not use standing S-cleats, welded seams or standing seams except standing
44 seams are permitted on plenums where seams are equipped with full-length rolled steel
45 backing angles. Button punch snap-lock seams made on Lockformer tools will be i
46 acceptable where Pittsburgh seams are called for.
47 o Provide diagonal creasing on all panels wider than 18-inches. Elbows to have inside radius
48 equal to maximum width of elbow; turning vanes to comply with SMACNA. '
49 o Connect sheet metal to building construction using steel angles riveted to the sheet metal
50 and bolted using expansion bolts with compressible glass-fiber under the angle.
51 o Access Doors and Frames: Provide wherever access to ducts or plenums is necessary.
52 18"x24"or 18"x36"size for access into plenums; 12"x16" minimum for access to coils or
53 dampers. Provide die-cast latches; Ventifabrics No. 100 for doors V-0" or smaller; No. 260 '
54 for up to 3'-0" height; No. 310 for larger, use two.
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1 Volume Dampers and Quadrants: Provide as required to balance the system; include damper
2 in each supply, return or exhaust opening; locate where accessible. Set and lock all damper in
3 "Full Open" position prior to balancing work.
4 Low Pressure Flexible Duct: Thermaflex M-KE or approved equal. Coated glass fiber with
5 metal spiral and fiberglass insulation; flame spread not to exceed 25. Ducts shall be no longer
6 than 10-feet and be fully expanded; sheet metal elbows to grilles; no sharp turns.
7 CONTROLS AND AUTOMATION
8 Connect systems to Building Management System.
9 TESTING, ADJUSTING AND BALANCING
10 • Include supply air systems, return air systems, exhaust air systems and verifying temperature
11 control system operation. Provide certified report.
12 a Lubricate all motors and bearings; check fan belt tension and fan rotation; test and adjust for
13 design CFM; test coil entering/leaving air temperatures; adjust zones to proper design CFM,
14 supply and return; test and adjust each diffuser/grille/register; check controls for proper
15 calibration.
16 Make any changes in pulleys, belts, and dampers required for correct balance at no additional
17 cost to the Owner; seal ducts/piping and vapor barrier as required. Permanently mark
18 equipment setting.
19 DIVISION 24
20 REFRIGERATION
21 Refrigeration System provided by Owner; includes design, drawings, major materials and
22 equipment.
23 9 Provide mechanical, electrical and plumbing connections shown on Refrigeration drawings;
24 provide support system to receive equipment. Complete all rough-ins; make final connections.
25 • Receive, unload, uncrate, handle and store equipment at site.
26 Seal all panel penetrations with NSF approved sealant.
27 DIVISION 26
28 ELECTRICAL GENERAL PROVISIONS
29 e Electrical Work shall be Contractor designed and provided systems.
30 • Work includes, but is not limited to, all engineering calculations, labor, materials, supervision,
�. 31 testing, permits and approvals required to design, install and obtain final acceptance of the
32 Electrical systems.
33 • Work also includes providing branch circuit panels for power and lighting, circuit wiring systems
34 (for motors, receptacles,junction boxes, lighting, etc.), telephone conduit/boxes, lighting
35 fixtures, wall switches, receptacles, emergency/exit lighting system, grounding, transformers,
36 conduits, conductors, etc. necessary for a complete electrical installation.
37 e Provide hangers, anchors, sleeves, and fixture supports.
38 a Provide power wiring up to and including safety switches, relays, starters and final connection
39 for mechanical equipment.
40 Make final connections to all Owner Supplied equipment.
41 Provide fire-alarm/life-safety conduit, pull wire and mounting devices; comply NFPA 70.
42 Provide line-voltage (120-volts maximum) and low-voltage (up to 50 VAC/DC) in separate
43 conduits. Schedule and coordinate work of Fire-Alarm/Life-Safety Vendor.
44 e Provide stenciled labels of etched micarta nameplates for all electrical devices, disconnect
45 switches, panels, transformers, etc.
46 • All systems shall be fully adjusted, tested and ready to use.
47 • Contact and coordinate with Power Company as required to perform the work.
48 • All fasteners, clamps, etc. shall be of non-corrosive material as approved by the roof
49 manufacturer. To maintain roofing warranty, submit roof penetration method/materials to
50 roofing manufacturer for approval.
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PROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED SCOPE - USA •
MEXICO
1 ELECTRICAL BASIC MATERIALS AND METHODS
2 • General: Costco has agreement with Square-D for distribution panels, panelboards, and dry-
3 type transformers. Costco has authorized Graybar Electric to be sole supplier for pricing of
4 Square-D equipment. CONTACT: Tom Turner(206)292-4848.
5 • Grounding: Comply with NEC. Ground equipment (transformers, conduits, motors, etc.)to cold
6 water main/grounding electrodes with Burndy or T&B ground clamps. Flexible conduit is not
7 approved for continuity in grounding system. Connect electrical complete to-and-through all
8 fixtures, including wiring to mechanical equipment.
9 • Panelboards: Square-D; equipped with locks keyed alike. Breakers full rated to match panels
10 AIC ratings.
11 Wiring Devices:
12 o Duplex Receptacles: Ivory 3-pole with "U"-shaped ground; WC 596 NEMA WD1 Heavy-
13 Duty; stainless steel cover plates. Bryant, Hubbell, Leviton, Eagle— #53421; Pass&
14 Seymour—#53421 t_
15 o Floor Mount Duplex Receptacles: Hubbell#S-3725/B-2529.
16 o Isolated Ground Receptacles: Hubbell #1G5262.
17 o Tumbler Switches: Commercial Industrial Type, 20-amp., 120/277-volt AC,WS896, Ivory;
18 super stainless steel 9300 cover-plates at flush mounted switches; gang grouped switches
19 with one cove plate.
20 Raceways, Fittings and Boxes:
21 o Outdoor Conduit: Steel Rigid (RMC)or Intermediate (IMC) Metal Conduit; Liquid-tight
22 Flexible Metallic Conduit at vibrating equipment. Conduit galvanized or sherardized;
23 threaded fittings; running and exposed threads not permitted.
24 o Indoor Conduit -- Exposed: Electrical Metallic Tubing (EMT), IMC or RMC; Y2-inch
25 minimum.
26 o Indoor Conduit—Concealed: EMT, IMC or RMC; '/2-inch minimum. If EMT is used, provide
27 separate ground wire. EMT galvanized or sherardized; insulated throat connectors; set- 1'r
28 screw couplings and connectors for conduit less than 2-inches and compression coupling
29 above 2-inches.
30 o Flexible Metallic Conduit (FMC) and Metal-clad Cable (MC): Only allowed in Office area as
31 short (less than 6-feet) pigtails between junction box and fixture/outlet. No FMC or MC for
32 home-runs or surface mount.
33 o Underground Conduit: Schedule 40 or 80 Rigid PVC or RMC buried at least 24-inches
34 below indoor slab (when permitted) or minimum 36-inches below grade; 3/-inch minimum;
35 watertight. Penetrations to grade to be perpendicular. No flexible metal or PVC allowed. j
36 o Conduit Seals: Install sealing fitting on conduits penetrating walls of cold rooms.
37 • Outlet. Junction Boxes and Switch Boxes- Galvanized, code-gage metal; use deep boxes with
38 1-inch and larger conduit.
39 o Junction boxes sized and shaped to accommodate wires without crowding. Surface
40 mounted boxes in public areas cast— no knock-outs. No plastic pull-boxes allowed.
41 o Telephone outlets 4-inch square box with Bakelite plate.
42 o Unless noted or required otherwise, mount receptacles at 18-inches above floor; mount
43 switches at 42-inches above floor.
44 9 Wire and Cable:
45 o Okonite, General Cable or Rome.
46 o 600-volts insulated copper wire (#12 minimum)—no aluminum wire allowed.
47 o NEC standard #1/0 and smaller—Type THW, RHW or THWN; over#1/0, THW and THWN
48 75° C. !
49 o Wires in channels or fluorescent lighting fixture to be 90° C. minimum; Type AVA, VA. RJJ. I
50 or AVB.
51 o Cables paralleled on reels; pull directly into raceways; do not lie on ground. Splicing of
52 cables not permitted.
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I -
1 o Make splices of#10 wires and smaller with insulated 3M "Scotchloks" or Ideal "Wingnuts";
2 splices for#8 wires and larger with copper long barrel connectors; waterproof underground
3 splices.
4 Wire and Cable Installation: Install only after raceways are free of obstructions and clean.
5 Pulling lubricants "Ideal"yellow. Wire color coded.
6 o Tag wiring with Brady"Quick"labels at pull boxes,junction boxes and panelboards.
7 o Wiring in panelboards and terminal cabinets neatly trained, served, and marked with circuit
8 number.
9 Wire Color Code: White neutral; green ground wires.
10 o 208/120 V. — Phase-A, black; Phase-B, red; Phase-C, blue.
11 c 480/277 V. — Phase-A, brown; Phase-B, orange; Phase-C, yellow.
12 o Verify wire colors with local code prior to installation.
13 • Safety Switches: Heavy-duty, horsepower rated, externally operated with provisions for
14 padlocking; quick-make, quick-break and fusible. NEMA 1 indoors; NEMA 3R Raintight
15 outdoors.
16 • Support System: Unistrut or Superstrut; uncolored hot-dipped galvanized -- except at meat
17 island lights. Bolts/screws to be black steel or galvanized for interior; brass or bronze for
18 exterior. Raceways supported at 10-foot maximum; clamps to be one-hole malleable iron.
19 Dry-Type Transformers: Square-D with six 2 '/2% taps, 2 above and 4 below. U.L. label; Type
20 "H" insulation system; maximum sound rating of 50db; all copper winding. Mount on "Korfund"
21 vibration isolators to floor. Isolate conduits entering transformer with oversize hole, ground wire
22 and rubber grommet.
23 Plugmold: Plugmold 2000, outlets 12-inches centers; coordinate mounting height.
24 Telephone Raceway: Provide raceways and outlet system. Raceways free and clean with pull
25 wire; minimum '/-inch conduit, two '/4-bends maximum; 4-inch boxes, plaster ring and '/2-inch
26 bushed hole cover plate.
27 ELECTRICAL WORKMANSHIP
28 General: Install work neatly. Install raceways, fittings, and equipment, level, plumb and straight.
29 Connectors, locknuts, screws, clamps,joints made up tightly.
30 o Conceal conduit in wall/ceiling spaces; no surface mounted conduit or boxes.
31 o Where conduit is allowed to be exposed, install parallel with or at right angles to walls and
32 lines of building.
33 o Run overhead conduits in joist space (25-feet minimum above floor); group conduits
34 together (not more than 2-feet wide); do no block lighting, HVAC units or skylights.
35 o Run branch circuit electrical feeders overhead — no underground feeders allowed.
36 o Keep conduits 6-inches from hot-water pipes.
37 • Panels: Install panels with top of trim at 6'-3'. Provide/modify type-written directory.
38 • Conduit Support: Support at 10-foot intervals maximum and within 2-feet of outlets or wiring
39 enclosures. Secure to building structure with approved pipe straps/furring channels/metal
40 studs with #23 AWG zinc-coated iron tie wire— nails, metal tape or straps not acceptable.
41 o Conduits 1 '/z-inches and larger to be suspended from building structure by pipe hangers,
42 pipe racks or trapezes --do not support from other piping systems.
43 o Brace conduits to prevent sway.
44 Roof Penetrations:
45 o Provide "Dektite"flexible collars at roof penetrations and use only non-corrosive fasteners.
46 To maintain metal roof warranty, contact Span Construction (559) 661-1111 or
47 spancostcosales(@spanconstruction.com prior to performing any work.
48 o Do not run conduits directly on the metal roofing; use Span-approved fittings that do not
49 allow contact with the roofing.
50 LIGHTING
51 Fixture Supplier: Graybar is Costco's sole supplier for US projects. CONTACT Tom Turner at
52 Graybar(206) 292-4848 or (800) 933-4849 for pricing for projects in US.
53 o For Mexico projects, CONTACT Daniel Spiro at Daniel Spiro Companies (480) 946-4700 or
54 (800) 232-4724.
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1 o Electrical Contractor to receive, handle, and verify quantities; notify Graybar or Daniel Spiro
2 of conflict or damage.
3 • General: Light fixtures to be complete with required suspension accessories canopies, casings,
4 lamps, sockets, holder, reflectors, ballasts, diffusing material, plaster frames, recessing boxes
5 and other items and shall be completely wired and assembled.
6 e Ballasts: For fluorescent fixtures-- 277 or 120-volt; provide Energy Saving Electronic Ballast
7 with 85% minimum ballast factor and total harmonic distortion less than 20% or as required by
8 local jurisdiction; Class-P, conform CBM standards, CBM-ETL label. Provide "A" sound rating.
9 Provide cold temperature ballast (minus 40 F°)for exterior lighting. f
10 Lamps: G.E., Phillips, Venture, Sylvania. Fluorescent-lamps shall be 32-watt T8, 2950 lumens
11 equal as Sylvania 800 series; cool white. Incandescent-lamps rated for 125/130-volts. HID-
12 lamps 277-volt, Venture MP400W/BU/UVS/PS.
13 • Lenses: For recessed troffer-type—0.125 clear virgin acrylic plastic; upper surface smooth;
14 bottom surface covered with uniform array of conical shape prisms with square bases. L
15 • Fixture Installation: Verify ceiling type prior to ordering fixtures. Independently support fixtures
16 in suspended grid ceilings with minimum 12-gage galvanized wire; twisted, wrapped and
17 fastened. Bottom of fixtures in Sales Area to be minimum 25-feet above floor. !
18 • Wiring: Provide Holophane Holoflex flexible wiring system for Sales Area. Provide factory-
19 installed disconnect mean for all light fixtures per NEC. _
20 • Li-ghting Control System: Properly circuit to panels. I
21 DIVISION 28 -
22 FIRE DETECTION AND ALARM
23 • Fire-alarm/life-safety Work shall be Contractor designed and provided systems.
24 • Work includes addressable manual pull stations, addressable analog area smoke and duct
25 detectors, audible horns, strobes, connection to central station, air handing shut-down, and
26 Ansul hood supervision. All systems shall be fully adjusted and ready to use. i
27 9 Work also includes, but is not limited to, all engineering calculations, labor, materials,
28 supervision, testing, permits and approvals required to design, install and obtain final
29 acceptance of the fire-alarm/life-safety systems.
30 Comply with NFPA 72, NFPA 70, applicable U.L. Standards and applicable codes; all
31 equipment to be U.L. listed.
32 a Electrical Contractor to provide conduit, pull wires and mounting devices.
33 • All fire alarm cabling in conduit. If approved by AHJ, low-voltage circuiting can run exposed
34 using NEC-FPLP plenum rated cable per NEC Article 760; conduit is required at locations
35 where cabling is subject to damage. Run exposed cabling tight to structure; draping of cabling
36 not allowed.
r
37 Egress doors on time-delay hardware to automatically release upon loss of power or alarm
38 initiation; coordinate final connection with door hardware vendor.
39 Coordinate in-room smoke detector final device installation with AHJ if required.
40 • Label each alarm point/zone within fire alarm control panel.
41 Remove existing components no longer required.
42 DIVISION 31
43 CLEARING OF SITE
44 • Job Conditions: Prevent spread of dust; wet surfaces as required. Check with City for special
45 requirements. On-site burning not permitted. Protect existing objects to remain; if damaged,
46 replace or repair to satisfaction of Architect/Owner.
47 • Preparation: Inspect entire site; locate all existing utilities and determine requirements for
48 protection for active utilities and/or disconnecting/capping. Do not interrupt utilities serving l
49 facilities; provide temporary services as required. Comply with Utility Company requirements.
50 Stripping Topsoil: Stockpile for later use in landscape areas; do not mix stockpile with
51 structural fill. Remove excess material from site and legally dispose.
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1 o Clearing and Grubbing: Remove trees, stumps, etc. to 18-inch depth below subgrade at
2 footings and fills. Fill holes created by tree removal with clean soil; compact to required density
3 (95% ASTM D1557 Modified Proctor unless noted otherwise).
4 9 Removal of Debris: Remove all debris from site and legally dispose. Leave site and adjacent
5 roadways in neat and orderly condition.
6 o Water Well and Septic System: If found on the site, abandon/remove as required by Health
7 Dept./AHJ; Contractor to obtain all necessary permits.
8 • Sediment Control: Construct temporary sediment control measures as soon as drainage
9 system is installed; maintain throughout construction period. Discharge water off-site through
10 temporary sediment control measures; sediment-laden water not allowed to discharge off-site.
11 EXCAVATION SUPPORT AND PROTECTION
12 Performance Requirements: Design, provide, monitor and maintain an anchored and braced
13 excavation system capable of resisting soil and hydrostatic pressure and supporting sidewalls
14 of excavation. Keep excavation free of water; provide pumps as required.
15 EARTHWORK
16 • Geotechnical Report: If available, is for information only and is not part of the Construction
17 Documents. Opinions expressed in the report are the Geotechnical Engineer's; the Owner and
18 Architect are not responsible for interpretations or conclusions drawn from report by the
19 Contractor.
20 o Geotechnical Engineer(if applicable): Must approve all fill material.
21 • On-Site Fill Material: Use only soil or soil-rock mixture which is free from debris, organic matter
22 and other deleterious substance. Fill material shall contain no rocks or lumps greater than 3-
23 inches with a minimum of 90-percent passing 1-inch.
24 o Imported Fill Material: Non-expansive with a maximum of 8-percent passing the 200 sieve; clay
25 soils are not acceptable
26 • Aggregate Base Course Under Floor Slab: Plant mix with 3/-inch grading; minimum 6-inch
27 depth of crushed, partially crushed, or naturally occurring fractured face granular material from
28 approved sources. Place in maximum 6-inch lifts; compact to 95% per ASTM D1557; proof roll
29 area under slab, leave aggregate base course as stable and trimmable pad.
30 o Finished Elevations and Lines: Set by licensed land surveyor hired by General Contractor.
31 Provide grades stakes; replace damaged or stolen stakes.
32 o Grading: Uniformly grade areas to a smooth surface, free from irregular surface and
33 grade/slope changes. Slope grades away from building and to prevent ponding. Finish
34 subgrade (underside of aggregate base course)to '/4-inch in 10-feet tolerance inside building
35 lines.
36 o Excavating: Excavate to lines and grades shown in whatever material encounter; remove
37 rocks/boulders, hardpan, etc. at no additional cost. On cut banks, neatly trim to the required
38 finish surface as the cut progresses.
39 o Preparation of Subgrade: Do not place, spread or roll fill materials if the soil exceeds the
40 optimum moisture content or during unfavorable weather conditions. Cut or fill side slopes shall
41 not exceed 2H:1V. Remove any soil softened or eroded and re-compact the subgrade. Keep
42 soil under footings and slabs dry and free from frost; excavate bearing surfaces softened by
43 water or frost to solid bearing and fill with concrete at no additional cost.
44 Compaction of Soil Backfills and Fills: Place fill materials in maximum 8-inch loose depth layers
45 and compact per ASTM D1557 Modified Proctor to minimum percentages as follows:
46 o Under Structure, Building Slabs, Walkways, Steps and Pavement: Scarify and re-compact
47 top 12-inches of subgrade to 95% and compact each layer of fill to 95% for full depth of fill.
48 o Under Retaining Walls: Scarify and re-compact top 6-inches of subgrade and each layer of
49 fill to 92%.
50 o Utility Trenches: Compact initial and each layer of fill to 92%.
51 o Under Landscape and Unpaved Areas: Scarify and re-compact top 6-inches of subgrade
52 and each layer of fill to 90%.
53 Inadequate Soil Conditions: Carry excavation to depth required to obtain design bearing values
54 if soil of inadequate density/bearing capacity—or-where new fill is placed upon existing fill
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1 exposed by excavation is encountered at elevations shown on documents. If applicable, the
2 Geotechnical Engineer shall determine adequacy of soil bearing and decisions made in i
3 disputed cases shall be final. The Contractor is responsible for remedial measures required at
4 no additional cost to the Owner.
5 Removal of Debris/Excess Material: Haul from site and dispose of legally at no additional cost
6 to the Owner; comply with AHJ requirements. r
7 DIVISION 32
8 SANITARY SEWAGE SYSTEM
9 Pre-Cast Reinforced Concrete Grease Trap: ASTM C-478, concrete, pre-cast, two-cell grease
10 trap with covers (heavy duty traffic bearing, with waterproof gasket), designed to resist lateral
11 earth pressures imposed by an equivalent fluid with a unit weight of 100 psf. See Drawings for
12 size and depth required.
13 SITE DRAINAGE
14 • Trench Drain at Loading Dock: K100S pre-sloped channel with No. 461 ductile iron Quicklok
15 grates and 600 Series catch basin, with a No. 614 long base unit and No. 610 top unit with
16 ductile iron grate and frame by Aco Polymer Products or Polydrain pre-sloped channel with No.
17 512AF ductile iron grates and frames, and No. 610 catch basin with No. 614 ductile iron grate
18 and frame by ABT, Inc.
19 ASPHALT PAVEMENT
20 Aggregate Base Over Compacted Backfill and Fill Soil: Dense graded mixture of natural or
21 crushed gravel or stone, and natural or crushed sand, ASTM 2940, with at least 90 percent
22 passing a 1-1/2 inch (38 mm) sieve and not more than 12 percent passing a No. 200 sieve;
23 base shall be compacted to the thickness indicated on the paving drawing at near optimum
24 moisture and to at least 95 percent of ASTM D 1557 maximum dry density. When approved by
25 Owner, asphalt treated base (ATB) is allowed with no additional compensation.
26 o Compacted aggregate base materials shall be placed in equal layers, no thicker than 8
27 inches or less than 4 inches. r ,7
28 o Aggregate base materials shall be crushed stone or gravel resulting from the artificial
29 crushing of rocks, boulders, or large cobblestones with the resulting particles having a
30 minimum of 85% fractured on two faces.
31 Aggregates:
32 o General: Provide a dense fine-graded aggregate gradation conforming to the National
33 Asphalt Paving Association (NAPA) document IS 128.
r
34 N No RAP (recycled asphalt particles or reclaimed asphalt pavement) is allowed.
35 E Asphalt for surface/wearing courses shall have a maximum 1/2-inch (12 mm) I.-
36 aggregate, with a maximum of 3 percent retained on the 1/2-inch (12 mm)sieve.
37 E Minimum of 90 percent passing the 3/8-inch sieve.
38 o Coarse Aggregate: Sound, angular crushed stone or gravel, complying with ASTM D 692.
39 E Minimum of 40 percent passing the#8 (2.36 mm)sieve.
40 o Fine Aggregate: Sharp-edged natural sand or sand prepared from crushing stone or gravel
41 complying with ASTM D 1073.
42 Limit natural sand content to a maximum of 20 percent by weight of the total aggregate _
43 mass.
44 • Asphalt Concrete:
45 o Asphalt Cement: Asphalt cements shall be Performance Grade (PG) binder oil per ASTM
46 D 6373. The PG binder oil (temperature)grade required should be confirmed with the
47 Geotechnical Report and shall be based on the Federal Highway Administration's r
48 LTPPBind program (version 2.1 or most recent edition)to provide the following:
49 ■ The high-end temperature rating shall be one grade above the 98 percent Reliability, to
50 account for the finer aggregate gradation and slow/stopped traffic speeds.
51 E The low-end temperature rating shall provide a minimum 90 percent Reliability.
52 ■ Where the difference between the high and low temperature grades requires the
53 addition of a polymer additive, the cost of necessary modifications to the mix and
54 additional polymer shall be provided at no additional cost to Owner.
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1 o Tack Coat: Where indicated, emulsified asphalt applications shall meet the requirements of
2 ASTM D 977, and local codes as applicable.
3 o Hot-Mix Asphalt for Onsite Paving: Provide a plant-mixed dense, fine-graded, hot-mix
4 asphalt designed in accordance with the procedures outlined as follows:
5 Provide a dense fine-graded mix complying with the composition, grading, and
6 tolerance requirements of ASTM D 3515 and IS 128 for the following maximum
7 aggregate sizes:
8 ✓ Asphalt Surface Course: 1/2 inch (12 mm) maximum with a minimum of 97 percent
9 passing the 1/2 inch (12 mm) sieve.
10 ✓ Minimum of 90 percent passing the 3/8-inch sieve.
11 ✓ Minimum of 40 percent passing the#8 sieve.
12 Asphalt Sealer: "Advanced Formula J-16 Pavement Sealer" by Maintenance, Inc.; or"Jennite"
13 by Neyra Industries; or"Resurfacer" by Special Asphalt Products; or"Polymer Modified
14 MasterSeal (PMM)" by SealMaster. Use clean, hard, durable uncoated aggregates per ASTM
15 C 136 gradation. Repair cracks over 1/8-inch wide per manufacturer's recommendations.
16 Apply sealer in two coats, 28 mils dry film thickness each coat.
17 PAVEMENT MARKING
18 Pavement Marking: "Setfast Low VOC Acrylic Traffic Marking Paint" by Sherwin Williams or
19 "Fast-Dry Waterborne Traffic Marking Paint" by Aexcel Corp. Apply two coats with wet film
20 thickness of 15 mils each coat, in white (SW TM5626 or AC 72W-A037), red (SW TM5628 or
21 AC 72R-A005), handicap blue (AC 72L-A002), or yellow (SW TM5627 or AC 72Y-A044).
22 Provide color to match existing or as directed by Architect. Prior to application, completely
23 remove all oil, stains, grease, dirt, dust, curing/sealing membrane, existing paints, and other
24 surface contaminants that may inhibit adhesion of pavement marking.
25 TACTILE WARNING SURFACING
26 Wet-Set Cast-In-Place Tactile Warning Surfacing Tiles: ADA Answer Industries Model "23C-
27 2Y" OR StrongGo Industries "Tekway Dome Tiles", 24 inches x 36 inches, yellow unless noted
s_
28 otherwise, with nominal 0.2 inch high domes, in-line dome pattern in both directions and center-
29 to-center spacing of 2.35 inches (60 mm) (unless AHJ requires otherwise). Use corrosion-
30 resistant anchors embedded into concrete.
31 • Alternate: Surface-Applied Tactile Warning Surfacing Tiles: ADA Answer Industries Model
32 "23C-2", 24 inches x 36 inches, yellow unless noted otherwise, with nominal 0.2 inch high
33 domes, in-line dome pattern in both directions and center-to-center spacing of 2.35 inches (60
34 mm) (unless AHJ requires otherwise). Use "Answer-Bond" adhesives by ADA Answer
35 Industries. Submit alternate pricing for Owner's acceptance and approval.
36 Joint Sealants: BASF "Sonolastic NP1", Sika "Sikaflex— la", or Tremco "Vulkem 116". Colors:
37 Match tile color between tiles, and match substrate at perimeter edge of tile installation. Use
38 3/8-inch wide felt filler with "A" cap at perimeter edge of tile installation.
39 TRAFFIC CONTROL DEVICES
40 a Contact: Rubberform Recycled Products, LLC, (866) 422-6981 or(716) 478-0404, dial 1 for
41 Sales, http:www.rubberform.com.
42 9 Site Recycled Rubber Wheel Stops: "RubberForm Designer Series" by RubberForm Recycled
43 Products. No substitution. 4 inches high by 6 inches wide by 72 inches, with chamfered
44 corners, drainage slots on underside, five holes for anchoring to substrate, and 8 yellow
45 reflective stripes and 2 yellow reflective end caps, unless otherwise required. Attach each to
46 pavement with not less than five rebar spikes or lag bolts; recessed so that top of cap is flush
47 with top of wheel stop. Use Eco-Bond HD100 Structural Adhesive/Sealant where drilling into
48 pavement is prohibited. Use rubber wheel stops if installation totals more than five.
49 Site Precast Concrete Wheel Stops: Pre-cast, air-entrained concrete; 2500-psi minimum
50 compressive strength; 6 inches high x 9 inches wide x 6 feet long, with chamfered corners,
51 drainage slots on underside, and holes 3/4-inch diameter x 10 inches long galvanized dowels.
52 Use concrete wheel stops if installation totals five or less.
53 Site Recycled Rubber Shopping Cart Stops at Cart Corral: By RubberForm Recycled Products.
54 No substitution. 8 inches wide by 1.25 inches high by 8 feet long (or as required), with side
Original 12-09-2008 53 of 60 9/10/2015
Revised 09-10-2015
PROJECT MANUAL FOR • PROJECTS OF
SCOPELIMITED •
1 ramps tapered to top flat surface painted with one continuous high visibility safety yellow strip,
2 ends cut straight. Place between cart corral posts. Attach with 4 to 8 GRK RSS Rugged
3 Structural Screws and Eco-Bond HD100 Structural Adhesive/Sealant.
4 CHAIN-LINK FENCING
5 e Fence and Gate Sizes: See drawings.
6 • Chain-Link Fence Fabric: One-piece 2" mesh fabric with twisted top and knuckled bottom
7 fabricated from 9-gauge steel wire, Zn-5-AI-MM aluminum-mischmetal-coated fabric,
8 ASTM F 1345, Type III, Class 2, 1.0 oz./sq. ft.
9 Posts and Rails: Heavy industrial strength, Group IA, round steel pipe, schedule 40; line posts ;
10 2.375" diameter; end, corner, pull & gate posts 2.875" diameter; top, intermediate and bottom
11 rails 1.66"diameter; with minimum 2.0-oz./sq.ft. average zinc coating per ASTM A 123/A 123M -
12 or 4.0-oz./sq. ft. zinc coating per ASTM A 653/A 653M.
13 • Swing Gate: Match fence post, rail and fabric materials and finish. Weld framing members.
14 • Gate Hardware: Hot-dip galvanized steel; extra heavy-duty non-lift-off type hinges to permit
15 gate to outswing 180 degrees with non-removable hinge pins; forked-type or plunger-bar type
16 latch with integral provision for padlocking accessible from both sides of gate; 1"x48" steel cane
17 bolt with a keeper; gate stops. Provide size and quantity to suit gates indicated and for proper
18 operation.
19 Include post caps, rail ends, rail fittings, tie wires, clips, fasteners and other accessories r
20 necessary for a complete installation. Match fencing material and finish.
21 Install chain-link fencing and gates level, plumb, and straight, complying with ASTM F 567.
22 Allow minimum 4" gap between fencing and building wall and 4" inset from slab edges. Space
23 posts uniformly at equal distance from end to end at 8'-0" maximum. Core drill holes in
24 concrete slab to diameter and depth indicated on drawings. Clean holes, insert posts, and fill
25 annular space with concrete, with top smoothed and flushed with adjacent concrete slab
26 surface. Attach fabric to the outside of framing.
r
27 Adjust gate to operate smoothly, easily and quietly, free of binding, warp, excessive deflection,
28 distortion, non-alignment, misplacement, disruption or malfunction, throughout entire
29 operational range. Lubricate if necessary.
30 END OF PROJECT MANUAL
31
t
r
i
Original 12-09-2008 54 of 60 9/10/2015
Revised 09-10-2015 -
PROJECT MANUAL • - WAREHOUSE • • OF
SCOPELIMITED USA • MEXICO
- 1
2
3 PRODUCT CONFORMANCE CERTIFICATION
4
5
6 Project Closeout Submittal:
7 Submit to the Architect the Conformance Certification List that indicates:
8
j 9 The selected manufacturer where the specifications allowed a choice of multiple
10 manufacturers.
11 The Reference Standard (e.g., ASTM Standards) specified if the product was not
12 specified by manufacturer.
13 Substitutions
14 Attach the approved Substitution Request Forms to the Conformance
15 Certification List.
16 No further action is required.
17
18 Substitutions:
19 Further, I/We acknowledge that no substitutions of the Specified Materials/Products on the
20 attached Conformance Certification List have been made except those approved by the
21 Architect.
22
23 Only materials/products submitted to the Architect on the approved Substitution Request
r 24 Form and approved by the Architect are considered approved substitutions— approvals
25 given via Request for Information (RFI) forms or verbal approvals are not valid
- 26 substitutions.
27
28 Non-Conforming Products:
29 I/We agree that if non-conforming materials/products are incorporated into the work, they
30 will be replaced immediately with specified materials/products at no cost to the Owner, no
31 change to the construction schedule and no operational impacts to the Owner.
!_ 32
33 Certification:
34 I/We, certify that the materials/products listed on the attached Conformance Certification
35 List are incorporated into the work and are in full compliance with the specifications.
36
37 1 have read the above and agree to the terms.
38 The General Contractor and the Sub-contractor must execute the provided Conformance
39 Submittal for each product specified.
40
41
42
43 General Contractor Address
44
45
46
47 Printed Name Signature Date
48 Authorized Representative(s)
49
Original 12-09-2008 55 of 60 9/10/2015
Revised 09-10-2015
PROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED • ' •
i
1 FIRE SPRINKLER - PLAN REVIEW CHECKLIST
2 The Sprinkler Contractor must prepare their sprinkler submittal in compliance with code and owner
3 requirements prior to owner review. It will be the General Contractor and Sprinkler Contractors
4 responsibility to verify the checklist prior to issuance to the Project Architect.
5
6 The contractor shall comply with this checklist in its entirety, no exceptions will be acceptable.
7 This checklist shall be signed/dated by the General Contractor and the Sprinkler Contractor and
8 shall be included in the Sprinkler Contractors' Submittal. If the signed/dated checklist is not part
9 of the submittal process, this will be grounds for rejection with no further review.
10
11 The submittal process includes two sprinkler submittal reviews of all required documents, no
12 partial submittals will be reviewed; partial submittals will be rejected and will count as one
13 submittal. If neither of the first two reviews is approved, all additional reviews will be at the
14 expense of the General Contractor, no exceptions.
15
16 The following checklist shall be used to verify submittal requirements:
17 ❑ Have read and understand the information indicated in the written specifications.
18 ❑ Have reviewed the contract fire protection drawings and understand the intent of these plans.
19 ❑ Understand that partial submittals will not be reviewed and will count as a rejection; this includes
20 issuing fire pump data, material data, etc without the fire sprinkler drawings or calculations, no
21 exceptions.
22 ❑ Understand that the contract documents are valid in regards to owner and code compliance but are
23 not working or fabrication plans. The Sprinkler contractor is responsible for the development of their
24 working drawings for submittal purposes and responsible for all field construction and coordination
25 items.
26 ❑ Understand that changes cannot be incorporated into the contractors' plans unless an approval was
27 given and the RFI process was followed. Unwarranted changes regardless of intent will be grounds
28 for rejection.
r - ,
29 ❑ The plans developed by the Sprinkler Contractor shall contain their information and notes. The use
30 of the contract bid title block and/or notes is prohibited and is automatic grounds for rejection.
31 ❑ Shop drawings shall be prepared in accordance with, and shall contain all information per NFPA 13,
32 "Working Plans", including a full height cross section, all system calculations as indicated on the
33 contract plans, dry system volume, etc.
34 ❑ Understand that the Fire Protection Contactors submittal shall be due within fifteen (15) working
35 days of the award of contract to the General Contractor. The contractors' plans have been
36 coordinated with other disciplines. This includes indicating the location of all surface mounted
37 equipment (POS freezer/coolers, Produce Cooler, Tall Bakery Freezer, etc) and proper placement of
38 sprinklers in regards to obstruction criteria and owner requirements.
39 ❑ All system hydraulic calculations utilize the correct location of system calculations start point as
40 illustrated on the contract documents, no other location will be acceptable. Outside Hose
41 Allowances placed at the fire service lead-in location prior to entrance to the Warehouse.
42 ❑ Understand that seismic requirements are not based upon state, local or city code. NFPA 13
43 indicates how seismic requirements are to be applied, not if it is required. Contractor shall review the
44 adopted building code (IBC, CNBC, etc) to determine if seismic requirements should be applied, no
45 exceptions. If seismic consideration is not required, contractor shall provide all information indicating
46 that seismic bracing, restraint, etc for the project is not required, no exceptions. Indicating that it is
47 not required by the local AHJ, state or city is not an acceptable answer. If seismic bracing, restraint,
48 etc is required, supporting calculations for brace assemblies shall be included in the submittal as
49 partial submittals will not be reviewed.
50
51 General Contractor Name & Signature:
52 Date______
53
54 Sprinkler Contractor Name & Signature:
55 Date
56
Original 12-09-2008 56 of 60 9/10/2015
Revised 09-10-2015
PROJECT MANUAL FOR WAREHOUSE PROJECTS •
LIMITED • •
1 PERFORM PIPE INSPECTION ON ALL SPRINKLER PIPING.
2
3 This inspection shall be performed by the senior warehouse manager and the supervising
4 general contractor. This inspection shall take place prior to any pipe installations and after all
5 piping is delivered to the site. The outcome of this inspection may require all sprinkler piping
6 be re-ordered and delivered to the site, at the cost of the contractor. The following checklist
7 shall determine if such action should be taken:
8
9 Y N
10 ❑ ❑ 01. All piping is capped (whether prefabricated or not).
11 ❑ ❑ 02. All piping does not appear to show excessive outdoor exposure to rain or moisture.
12 ❑ ❑ 03. All piping is clear of excessive rust.
13 ❑ ❑ 04. All piping appears to be undamaged by dents or bends.
14 ❑ ❑ 05. All piping is not damaged by nearby construction activity.
15 ❑ ❑ 06. All piping is not damaged by any excessive weight of materials stored above it.
16 ❑ ❑ 07. All piping is stored in such a manner that protects it from excessive outdoor exposure.
17 ❑ ❑ 08. All piping is not stored directly on the ground.
18 ❑ ❑ 09. All piping is NOT protected with clear plastic, which allows moisture to develop.
19 ❑ ❑ 10. All piping indicates schedule _ and manufacturer & country
20
21 (General Contractor to fill in blanks for item 10)
22
23
24 SIGN BELOW IF ALL ITEMS ABOVE ARE CHECKED 'YES', CONFIRMING THAT ALL PIPING
f�
25 HAS BEEN VERIFIED TO BE CONSISTENT WITH SPECIFICATIONS:
26 (If any items are checked `NO', notify MulvannyG2 Project Manager IMMEDIATELY and await further direction)
27
28 Senior Warehouse Manager Name & Signature:
29 Date
30
31 Supervising General Contractor Name & Signature:
32 Date ------------------
33
34 This form will accompany the certificate of substantial completion prior to contractor final payment.
35
I 36
37
38
39
Original 12-09-2008 57 of 60 9/10/2015
Revised 09-10-2015
PROJECT MANUAL FOR WAREHOUSE PROJECTS OF
LIMITED SCOPE •
1 CONFORMANCE SUBMITTAL
2
3 FIRE SPRINKLER SYSTEM
4
5
6 Costco Project Location:
7 (City, State)
8
9 General Contractor:
10 (Company Name, Phone Number)
11
12 (Address)
13
14 Fire Suppression
15 System Sub-Contractor: (Company Name, Phone Number)
16
17 (Address)
18
19 The following product has been selected for use in this project from the list of acceptable
20 products specified:
21
22 Fire Sprinkler Head Manufacturer:
23
24 Freezer/Cooler Dry Pendent Sprinkler manufacturer and model
25
26 1 represent to Costco Wholesale that the Fire Suppression System was installed in
27 compliance with the project drawings, specifications, and applicable codes for the
28 authorities having jurisdiction.
29
30 1 also represent that Freezer/ Cooler Dry Pendent Sprinkler Heads were installed
31 according to the attached detail, including minimum lengths, materials, and sizes.
32
33 General Contractor:
34 (Signature of the Authorized Agent of the General Contractor)
35
36
37 (Print Name of the Authorized Agent of the General Contractor)
38
39
40 Fire Suppression
41 System Sub-Contractor: (Signature of the Authorized Agent of the Fire Suppression
42 Sub-Contractor)
43
44
45 (Print Name of the Authorized Agent of the Fire Suppression
46 Sub-Contractor)
47
48 �
Original 12-09-2008 58 of 60 9/10/2015
Revised 09-10-2015 -
I.
PROJECT
MANUAL
1 WAREHOUSE PROJECTS OF
LIMITED SCOPE - USA •
MEXICO
I'
_ 1
I,
INSTALLATION PROCEDURE
1. LOCATE HOLE AND PEOUIRED SPIRINKLER PROTECTnN
IN ACCORDANCE VdTH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE
SPRINKLERS).
7.. INSTALL CORY PENDENT SPRINKLER PER MAIW)FAC.-"RERS: INST,`.LL.ATICP4
REOUIREIAENT55.
FROM WET PI=E �—FROM WET PIPE
SPRINKLER SYSTEM SPRINKLER =YSTEIA
f`
TEE A'/ PLUI
1" ORY DROP
FEED
IOPTIONI H ) ' - NYLON TIES
LL 2-1/2 DIAMETER
H:)LE IN CEILING FEED DSB-2
' >>Ln
a- L- 0P11r N =-� ' DRY SPRINKLER BOOT
oo
J _j�-t- # r�=' SEAbWT
FREEZER/COOLFrz
CEILINC
z LL e!
FREEZER AREAE; CFJ?EEZEN AREA
__ iyJl
SPRINKLER � TYCO MODEL TY35.35
F 2007 CCN.cE=.LED DRY
y`+ PENDENT SPRINKLER
OVER PLATE
LOW STOCK APPLICATION
FREEZER-ZCOOLER DRY PENDENT SPRINKLER i
��Tr3
2
3
Original 12-09-2008 59 of 60 9/10/2015
Revised 09-10-2015
PROJECT
• MANUAL WAREHOUSE OF i
LIMITED SCOPE — ♦ ♦ MEXICO
1 -
INSTALLATION PROCEDURE
t_ LOCATE HOLE.AND REQUIRED SPRINKLER PPOTECTION i
IN ACCORDANCE.NTH NFPA 13 OBSTRUCTION CRITERIA (SSP TYPE
SPRINKLERS).
2. INSTALL DRY PENDENT SPRINKLER PER MANUIFICTURERS INSTALLATIGN
REQUIREMEN+TS.
SUPPLY FROM ''AET ��--��,_� SUPPLY FROM WET
PIPE SPRINKLER � PIPE SPRINKLER SYSTEM
SYSTEM -
NFT
T
TEE tvlTli PLUG
z
v FEED QPTI N FEED OPlIGN
z z
w 8 a. �� NYLON TIES
Li
2-3/4" DIA METER TYCO RURBR SEAL
a o w MOLE IN C.EILINC BOOT WOO. DSB=2
v ;nn 2 Li
w \ f DRY SPRINKLER
i i ;�J BARREL
a L _
�7 4 I ,
FREEZER AREA. J r`- 1`, FREEZER AREA
SPRINKLER CUP �'F TYCO MODEL Ti'5235
200-F RECESSEY DRY
PENDENT SPRINKLER
(DO NOT USE FLUSH ESCUTCHEON) -
Nu OIE;
DRY BOOT. FOLLO',t MFG INSTALLATION REG4UIREM.;ENTS
HIGH STOCK APPLICATION
I
FREEZER &OGLER DRY PENDENT SPRINKLER
2
NTS
Original 12-09-2008 60 of 60 9/10/2015
Revised 09-10-2015