Coral Gables Library PROCUREMENT AND CONTRACTING...

Project

Miami-Dade Public Library System Coral Gables Library Roof Replacement Design

3443 Segovia Street Coral Gables, Florida 33134

MDPLS Project No.: W180003 - Coral Gables Library Branch

Prepared for

Miami-Dade Public Library System 101 West Flagler Street

Miami, Florida 33130

Prepared by

Professional Service Industries, Inc. 1748 33rd Street

Orlando, Florida 32839

Craig Williams, RRC

May 8, 2020 Senior Roof Consultant

PSI Project 07532460

Coral Gables Library Roof Replacement Design Coral Gables, FL 33134

Professional Service Industries, Inc. PSI Project No. 07532460

TABLE OF CONTENTS Page 1 of 2

TABLE OF CONTENTS

PROCUREMENT AND CONTRACTING DOCUMENTS GROUP

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS SECTION 00 31 19 - EXISTING CONDITION INFORMATION .................................................. 2 DOCUMENT 00 41 23 - BID FORM ........................................................................................... 5 DOCUMENT 00 43 21 - ALLOWANCE FORM ........................................................................... 1 DOCUMENT 00 43 22 - UNIT PRICES FORM ........................................................................... 2 DOCUMENT 00 43 73 - PROPOSED SCHEDULE OF VALUES FORM .................................... 1

SPECIFICATIONS GROUP

GENERAL REQUIREMENTS SUBGROUP DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 10 00 - SUMMARY ............................................................................................... 7 SECTION 01 21 00 - ALLOWANCES ........................................................................................ 2 SECTION 01 22 00 - UNIT PRICES ........................................................................................... 2 SECTION 01 25 00 - SUBSTITUTION PROCEDURES ............................................................. 4 SECTION 01 33 00 - SUBMITTAL PROCEDURES ..................................................................11 SECTION 01 40 00 - QUALITY REQUIREMENTS ...................................................................10 SECTION 01 50 00 - TEMPORARY FACILITIES AND CONTROLS .......................................... 6 SECTION 01 60 00 - PRODUCT REQUIREMENTS .................................................................. 5 SECTION 01 73 00 - EXECUTION ............................................................................................ 8 SECTION 01 77 00 - CLOSEOUT PROCEDURES .................................................................... 5

FACILITY CONSTRUCTION SUBGROUP DIVISIONS 02 - EXISTING CONDITIONS

SECTION 02 41 19 - SELECTIVE DEMOLITION ....................................................................... 6

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES SECTION 06 10 53 - MISCELLANEOUS ROUGH CARPENTRY .............................................. 6

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

SECTION 07 01 50.19 - PREPARATION FOR REROOFING .................................................... 6 SECTION 07 52 16 - ATACTIC POLYPROPYLENE (APP) MODIFIED BITUMINOUS MEMBRANE ROOFING ...........................................................................................................13



TABLE OF CONTENTS Page 2 of 2

SECTION 07 62 00 - SHEET METAL FLASHING AND TRIM ...................................................12 SECTION 07 72 00 - ROOF ACCESSORIES ............................................................................ 5 SECTION 07 92 00 - JOINT SEALANTS ................................................................................... 9

DIVISION 09 – FINISHES

SECTION 09 91 13 – EXTERIOR PAINTING ............................................................................ 5 DIVISION 22 – SPECIALITIES

SECTION 22 14 26.13 – ROOF DRAINS ................................................................................... 5 END OF TABLE OF CONTENTS



EXISTING CONDITION INFORMATION - 00 31 19 Page 1 of 1

SECTION 00 31 19 - EXISTING CONDITION INFORMATION PART 1 - GENERAL

EXISTING CONDITION INFORMATION

A. This Document with its referenced attachments is part of the Procurement and Contracting Requirements for the Roof Replacement Design at the Coral Gables Library in Coral Gables, Florida. They provide Owner's information for Bidders' convenience and are intended to supplement, rather than serve in lieu of, the Bidders' own investigations. They are made available for Bidders' convenience and information but are not a warranty of existing conditions. This Document and its attachments are not part of the Contract Documents.

B. Related Requirements:

1. Document 00 21 13 "Instructions to Bidders" for the Bidder's responsibilities for

examination of Project site and existing conditions.

1.2 PROJECT INFORMATION

A. Main Roof Section - The main roof section is composed of approximately 24,819 square feet of low sloped roofing. The roof assembly consists of a structural concrete deck with an asphalt-based vapor barrier. The roof system consists of a tapered polyisocyanurate roof insulation system, a fiberboard coverboard and an asphalt-based two-ply modified bitumen roof membrane including a granule surfaced cap sheet. The drainage for this roof section is provided by tapered insulation, of approximately 1/8” per foot and crickets provided by tapered roof insulation. The thickness of the roof assembly at the low point is approximately 3 ½” and the thickness at the high point is approximately 7”. The high point of the roof area is located along the perimeter of the roof with the slope pitching to interior drains. The perimeter walls contain a combination of metal coping, concrete coping and terra cotta tile coping.

B. Eyebrow Roof Area – This roof section is located on the south side of the main roof

area. This roof section consists of approximately 75 square feet, of low sloped roofing. The roof system consists of structural concrete deck. This roof system is composed of fiberboard roof insulation and a granule surfaced modified roof system. The drainage for this roof section is provided by a low slope, of approximately 1/8” per foot, which is provided by slope in the concrete slab.

PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION (Not Used) END OF DOCUMENT 00 31 19



BID FORM - 00 41 23 Page 1 of 6

DOCUMENT 00 41 23 - BID FORM

1.1 BID INFORMATION

A. Bidder:

B. Project Name: Coral Gables Library Roof Replacement Design

C. Project Location: 3443 Segovia St., Coral Gables, Florida 333134

D. Owner: Miami-Dade Public Library System

E. Roof Consultant: Intertek/PSI

F. Roof Consultant Project Number: 07532460.

1.2 CERTIFICATIONS AND BASE BID

A. Base Bid, Single-Prime (All-Trades) Contract: The undersigned Bidder, having

carefully examined the Procurement and Contracting Requirements, Conditions of the Contract, Drawings, Specifications, and all subsequent Addenda, as prepared by Intertek/PSI, having visited the site, and being familiar with all conditions and requirements of the Work, hereby agrees to furnish all material, labor, equipment and services, including all scheduled allowances, necessary to complete the construction of above-named Project, according to the requirements of the Procurement and Contracting Documents, for the stipulated sum of:

1.3 MODIFIED ROOF SYSTEMS

1. Main Roof and Eyebrow Roof Dollars ($ ).

B. NIGHT-TIME WORK SCHEDULE (Alternate)

1. Addition or reduction for a night-time work schedule. Dollars ($ ).

C. The above amounts may be modified by amounts indicated by the Bidder on the attached Bid Supplement - Alternates and Bid Supplement - Unit Prices.

1.4 BID GUARANTEE

A. The undersigned Bidder agrees to execute a contract for this Work in the above

amount and to furnish surety as specified within ten (10) days after a written Notice of




Award, if offered within sixty (60) days after receipt of bids, and on failure to do so agrees to forfeit to Owner the attached cash, cashier's check, certified check, U.S. money order, or bid bond, as liquidated damages for such failure, in the following amount constituting five percent (5%) of the Base Bid amount above:

1. Dollars ($ ).

2. Proposed roof system Manufacturer for APP Modified Bitumen replacement

system:

B. In the event Owner does not offer a Notice of Award within the time limits stated above, Owner will return to the undersigned the cash, cashier's check, certified check, U.S. money order, or bid bond.

1.5 SUBCONTRACTORS AND SUPPLIERS

A. Contractor shall indicate which companies they shall execute subcontracts with for the

portions of the Work indicated (if required for completion):

1. Roofing Work:

2. Sheet Metal:

3. Mechanical Work:

4. Plumbing Work:

1.6 TIME OF COMPLETION

A. The undersigned Bidder proposes and agrees hereby to commence the Work of the Contract Documents on a date specified in a written Notice to Proceed, to be issued by Owner and shall fully complete the Work within 150 calendar days.

1.7 ACKNOWLEDGEMENT OF ADDENDA

B. The undersigned Bidder acknowledges receipt of and use of the following Addenda

in the preparation of this Bid:

1. Addendum No. 1, dated . 2. Addendum No. 2, dated . 3. Addendum No. 3, dated . 4. Addendum No. 4, dated . 5. Addendum No. 5, dated . 6. Addendum No. 6, dated .




1.8 UNIT PRICING

A. For changing specified quantities of Work from those indicated by the contract

specifications, upon written instructions of the Owner, the following unit prices shall prevail. The unit prices include all labor, overhead, and profit, materials, equipment, etc. Only a single unit price shall be given, and it shall apply for either more or less than shown on the drawings and called for in the specifications or included in the base bid. In the event of more or less units than so indicated or included, change orders shall be issued for the increased or decreased amount:

B. See 00 43 22 – Unit Pricing Form

1. Attach to this Bid Form 2. Minimums to be included in Base Bid in 01 21 00 - Allowances

1.9 CONTRACTOR'S LICENSE

A. The undersigned further states that it is a duly licensed contractor, for the type of work

proposed, in Miami-Dade County, Florida, and that all fees, permits, etc., pursuant to submitting this proposal have been paid in full.

1.10 PERFORMANCE AND LABOR AND MATERIAL PAYMENT BONDS

A. By signing and submitting this bid, the bidder certifies that he will furnish performance

bonds in amounts sufficient to cover the total proposed cost of the Work. The bonds will be amended and maintained current as required by Owner with all additions or deletions from the contract work.

B. I certify that I have contacted and received a guaranteed commitment from

for a performance, labor and material bond in the amount of:

DOLLARS for this project. (Written)

Authorized Signature: (Principal of Firm)

The following fees shall be used for lump sum pricing and actual cost pricing of additions and deletions to that work included in the bid namely:




C. % (Not to exceed 10%) fee shall be charged and added to the cost of labor, materials, supplies, equipment, and other such items purchased or supplied by contractor under instructions of the Owner that are reasonable and necessary in the performance of the Work. Such fee shall be total compensation for overhead, profit, and expenses for such services rendered.

D. % (Not to exceed 10%) fee shall be charged and added to the cost of all subcontracts

let by the contractor and authorized by the Owner. Such fee shall be total compensation for negotiation and execution of such subcontracts and shall also include overhead and profit.

1.11 TIME OF COMMENCEMENT, COMPLETION AND DAMAGES:

A. Contractor shall commence work 30 (Calendar) days after award and substantially

complete work in 150 (Calendar) days.

B. Time is expressly declared to be of the essence in completion of the work covered by these contract documents, and the contractor shall be liable for actual damages for delay in completion of Work. Actual damages include, but are not limited to, increased construction management fees, additional inspection fees, and all other costs incurred as a result of the delay in completion. Where, under the contract, additional time is allowed for the completion of the Work, the new time limits will be of the essence of the contract.

1.12 ADDITIONAL INFORMATION

A. I understand that the Owner reserves the right to reject this bid, but that this bid shall remain

open and not be withdrawn for a period of sixty days from the date prescribed for its opening.

B. If written notice of the acceptance of this bid (or portion of this bid) is mailed or delivered to

the undersigned within sixty days after the date set for the opening of this bid, or at any other time thereafter before it is withdrawn, the undersigned will execute and deliver the contract documents to the Owner in accordance with this bid as accepted, and will also furnish and deliver to the Owner any required documents or bonds, such as performance bond, labor and material payment bond, and proof of insurance coverage, all within ten days after personal delivery or after deposit in the mail of the notification of acceptance of this bid.

C. Notice of acceptance or requests for additional information may be addressed to the

undersigned at the address set forth on the following page.

D. The names of all persons interested in the foregoing bid as principals are:

IMPORTANT NOTICE: If the bidder or other interested person is a corporation, give legal name of corporation, state where incorporated, and names of President and Secretary; If




a partnership, give name of firm and names of all individual co-partners composing the firm; if bidder or other interested person is an individual, give first and last names in full.

1.13 SUBMISSION OF BID

A. Respectfully submitted this day of , 20__.

Submitted By:

(Name of bidding firm or corporation)

Authorized Signature:

(Handwritten signature)

Signed By:

(Type or print name)

Title:

(Owner/Partner/President/Vice President)

Witnessed By:


Attest:


By:


Title:

(Corporate Secretary or Assistant S t ) Street Address:

City, State, Zip: Phone:

License No.:

Federal ID No.:




(Affix Corporate Seal Here) END OF DOCUMENT 00 41 23



ALLOWANCE FORM - 00 43 21 Page 1 of 1

DOCUMENT 00 43 21 - ALLOWANCE FORM

1.1 BID INFORMATION

A. Bidder: .

B. Project Name: Coral Gables Roof Replacement Design

C. Project Location: 3443 Segovia, Coral Gables, FL33134

D. Owner: Miami-Dade Public Library System

E. Roof Design Consultant: Intertek/PSI

1.2 BID FORM SUPPLEMENT

A. This form is required to be attached to the Bid Form.

B. The undersigned Bidder certifies that Base Bid submission to which this Bid Supplement is attached includes those allowances described in the Contract Documents and scheduled in Section 01 21 00 "Allowances."

1.3 SUBMISSION OF BID SUPPLEMENT

A. Respectfully submitted this day of , 20__.

Submitted By:

(Insert name of bidding firm or corporation) Authorized Signature:


Signed By:


Title:

END OF DOCUMENT 00 43 21



UNIT PRICES FORM - 00 43 22 Page 1 of 2

DOCUMENT 00 43 22 - UNIT PRICES FORM

1.4 BID INFORMATION

A. Bidder:

B. Prime Contract:

C. Project Name: Coral Gables Roof Replacement Design

D. Project Location: 3443 Segovia, Coral Gables, FL 33134

E. Owner: Miami-Dade Public Library Systems.

F. Roof Design Consultant: Intertek/PSI


A. This form is required to be attached to the Bid Form.

B. The undersigned Bidder proposes the amounts below be added to or deducted from

the Contract Sum on performance and measurement of the individual items of Work and for adjustment of the quantity given in the Unit-Price Allowance for the actual measurement of individual items of the Work.

C. If the unit price does not affect the Work of this Contract, the Bidder shall indicate

"NOT APPLICABLE."

1.6 UNIT PRICES

A. Unit-Price No. 1: Removal and replacement of any deteriorated or damaged wood blocking, as determined by the Owner’s representative on site.

1. Dollars ($ ) per

BF @ 2” x Pressure Treated (PT).

2. Note: There is an allowance of 1,000 BF to be included in the Base Bid.



UNIT PRICES FORM - 00 43 22 Page 2 of 2

1.7 SUBMISSION OF BID SUPPLEMENT

Respectfully submitted this day of , 20__. Submitted By:

(Insert name of bidding firm or ti ) Authorized

Signature:

Signed By:


Title:

(Owner/Partner/President/Vice President




PROPOSED SCHEDULE OF VALUES FORM - 00 43 73 Page 1 of 1

DOCUMENT 00 43 73 - PROPOSED SCHEDULE OF VALUES FORM


A. A completed Proposed Schedule of Values form is required to be attached to the Bid

Form.

1.2 PROPOSED SCHEDULE OF VALUES FORM

A. Proposed Schedule of Values Form: Provide a breakdown of the bid amount, including alternates, in enough detail to facilitate continued evaluation of bid. Coordinate with the Project Manual table of contents. Provide multiple line items for principal material and subcontract amounts in excess of five percent of the Contract Sum.

B. Arrange schedule of values consistent with format of AIA Document G703.

1. Copies of AIA standard forms may be obtained from the American Institute of

Architects;http://www.aia.org/contractdocs/purchase/index.htm; [email protected]; (800) 942-7732.


http://www.aia.org/contractdocs/purchase/index.htm%3B



PERFORMANCE BOND

Know all men by these presents: That

, the Contractor (“Principal”) whose principal place of business is located at

and

(“Surety”) are held and firmly bound unto

, the Owner (“Obligee”) in the amount of

dollars ($ )

for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors, and assigns, jointly and severally, firmly by these presents. Whereas,

Principal has by written agreement dated entered into a contract with Obligee for

which contract (the “Contract”) is by reference expressly made a part hereof.

Now therefore, the condition of this obligation is such that, if the Principal shall promptly and faithfully perform said Contract in strict conformity with the plans, specifications, and conditions of the Contract, then this obligation shall be null and void; otherwise it shall remain in full force and effect.



Provided that any alterations which may be made in the terms of the Contract, or in the Work to be done under it, or the giving by the Obligee of any extension of time for the Contract, or any other alterations, extensions, or forbearance on the part of either or both of the Obligee or the Principal to the other shall not in any way release the Principal and the Surety, or either of them, their heirs, executors, administrators, successors, or assigns from their liability hereunder, notice to the Surety of any such alterations, extension, or forbearance being hereby waived.

No action shall be brought on this bond unless brought within one year after: (a) completion of the Contract and all Work thereunder, including expiration of all warrantees and guarantees, or (b) discovery of the defect or breach of warranty or guarantee if the action be for such.

The Surety represents to the Principal and to the Obligee that it is legally authorized to do business in the State in which the Work is being carried out.

Signed and sealed this day of , 20 .

(Seal)

Contractor/Principal By:

Witness Signature in ink Date Title:

(Seal)

Surety By:

Attorney-in-fact Date Name:

(Type) My Power of Attorney is recorded in Office of the Register of Deeds/the Clerk’s Office of the Circuit Court (select as appropriate for the local jurisdiction) of , state of , and has not been revoked.

Attorney-in-fact Affidavit and acknowledgment of attorney-in-fact State of

City and/or county of to wit:



I, the undersigned notary public, do certify that personally appeared before me in the jurisdiction aforesaid and made oath that he/she is the attorney-in-fact of , the Surety, that he is duly authorized to execute on its behalf the foregoing Bond pursuant to the Power of Attorney Noted above, and on behalf of said Surety, acknowledged the aforesaid Bond(s) as its act and deed.

Given under my hand this day of , 20 .

Notary public: (Seal) My

Commission expires: Approved:

Owner/designee Date



PAYMENT BOND

Know all men by these presents: That the Contractor (“Principal”) whose principal place of business is located at _____________________________________________________ and (“Surety”) are held and firmly bound unto _____________________________________________. the Owner (“Obligee”) in the amount of _________________________________________ dollars ($ ) for the payment whereof Principal and Surety bind themselves, their heirs, executors, administrators, successors and assigns, jointly and severally, firmly by these presents.

Whereas, Principal has by written agreement dated _____________________ entered into a contract with Obligee for _________________________________________________ which contract (the “Contract”) is by reference expressly made a part hereof.

Now therefore, the condition of this obligation is such that, if the Principal shall promptly make payment to all claimants as hereinafter defined, for labor performed and material furnished in the prosecution of the Work provided for in the Contract, then this obligation shall be void; otherwise it shall remain in full force and effect; subject, however, to the following conditions.

The Principal and Surety, jointly and severally, hereby agree with Obligee as follows:

1. A claimant is defined as one having a direct contract with the Principal or with a subcontractor of the Principal for labor, material, or both for use in the performance of the Contract. A “subcontractor” of the Principal, for the purposes of this bond only, includes not only those subcontractors having a direct contractual relationship with the Principal, but also any other contractor who undertakes to participate in the Work which the Principal is to perform under the aforesaid Contract, whether there are one or more intervening subcontractors contractually positioned between it and the Principal (for example, a subcontractor). “Labor” and “material” shall include, but not be limited to, public utility services and reasonable rentals of equipment, but only for periods when the equipment rented is actually used at the work site.

2. Subject to the provisions of paragraph 3, any claimant who has performed labor or furnished material in accordance with the Contract documents in the prosecution of the Work provided in the Contract, who has not been paid in full therefore before the expiration of ninety (90) days after the day on which such claimant performed the last of such labor or furnished the last of such materials for which he claims payment, may bring action on this bond to recover any amount due him for such labor or material, and may prosecute such action to final judgment and have execution on the judgment. The Obligee need not be a party to such action and shall not be liable for the payment of any costs, fees, or expenses of any such suit.

3. Any claimant who has a direct contractual relationship with any subcontractor of the Principal from whom the Principal has not required a subcontractor payment bond, but who has no contractual relationship, express or implied, with the Principal, may bring an action on this bond only if he has performed the last of the labor or furnished the last of the materials for which he claims payment, stating with substantial accuracy the amount claimed and the name of the person for whom the Work was performed or to whom the material was furnished. Notice to the Principal shall be served by registered or certified mail, postage prepaid, in an envelope addressed to the Principal at any place where his office is regularly maintained for the transaction of business. Claims for sums withheld as retainages with respect to labor performed or materials furnished shall not be subject to the time limitations stated in this paragraph 3.

4. No suit or action shall be commenced hereunder by any claimant. a. Unless brought within one year after the day on which the person bringing such action

last performed labor or last furnished or supplied materials, it being understood, however, that if any limitation embodied in this bond is prohibited by any law controlling



the construction hereof, the limitation embodied within this bond shall be deemed to be amended so as to be equal to the minimum period of limitation permitted by such law.

b. Other than in a state court of competent jurisdiction, with a venue as provided by statute, or in the United States District Court for the district in which the project, or any part thereof, is situated.

5. The amount of this bond shall be reduced by and to the extent of any payment or payments made in good faith hereunder.

Signed and sealed this day of , 20 .

(Seal) Contractor/Principal By:

Witness Signature in ink Date

Title:

(Seal) Surety By:

Attorney-in-fact Date Name:

(Type) My Power of Attorney is recorded in Office of the Register of Deeds/the Clerk’s Office of the Circuit Court (select as appropriate for the local jurisdiction) of ___________________ , state of ____________________ , and has not been revoked.

Attorney-in-fact



Affidavit and acknowledgment of attorney-in-fact

State of

City and/or county of to wit:

I, the undersigned notary public, do certify that personally appeared before me in the jurisdiction aforesaid and made oath that he/she is the attorney-in-fact of , the Surety, that he is duly authorized to execute on its behalf the foregoing Bond pursuant to the Power of Attorney noted above, and on behalf of said Surety, acknowledged the aforesaid Bond(s) as its act and deed.

Given under my hand this day of , 20

Notary Public: (Seal)

My Commission expires:

Approved:

Owner/designee Date



SUMMARY - 01 10 00 Page 1 of 7

SECTION 01 10 00 - SUMMARY PART 1 - GENERAL 1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and

Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY

A. Section Includes:

1. Project information. 2. Existing Conditions. 3. Work covered by Contract Documents. 4. Phased construction. 5. Work by Owner. 6. Access to site. 7. Coordination with occupants. 8. Work restrictions. 9. Specification and drawing conventions. 10. Miscellaneous provisions.


1. Section 01 50 00 "Temporary Facilities and Controls" for limitations and

procedures governing temporary use of Owner's facilities.

2. Section 02 41 19 "Selective Demolition" for demolition and removal of selected portions of the building.

3. Section 06 10 53 "Miscellaneous Rough Carpentry" for limitations

and procedures governing wood blocking installation.

4. Section 07 01 50.19 "Preparation for Re-roofing" for limitations and procedures governing re-roofing preparation.

5. Section 07 52 16 " Atactic Polypropylene (APP) Mod Bit Membrane Roofing " for

procedures governing installation of APP Modified Bitumen Roof System.

6. Section 07 62 00 "Sheet Metal Flashing and Trim" for procedures governing installation of Metal Flashing and Trim System.

7. Section 07 72 00 “Roof Accessories” for requirements r e l a t e d to

roof accessories.




8. Section 07 92 00 "Joint Sealants" for procedures governing re-working joint sealants.

9. Section 09 91 13 "Exterior Painting" for roof mounted equipment containing

surface corrosion that will need to be cleaned, primed, and re-painted.

10. Section 22 14 23 "Storm Drainage Piping Specialties" for information related to the roof drainage system.

1.3 PROJECT INFORMATION

A. Project Identification: Coral Gables Library Roof Replacement Design

1. Project Location: 3443 Segovia St., Coral Gables, Florida 33134.

B. Owner: Miami-Dade Public Library System.

1. Owner's Representative: Ms. Marlene Blanco, 305-375-5005.

C. Consultant:

1. Roof Design Consultant. Intertek/PSI, Mr. Craig Williams, RRC, 727-430-4064.

1.4 EXISTING CONDITIONS

A. Roof Sections “Main Roof” –

1. Size: +/- 24,819 SF 2. Granule Surfaced Asphalt Based Modified Bitumen Roof System 3. Base sheet: Modified Bitumen 4. Insulation: Tapered polyisocyanurate roof insulation and ½” fiberboard

coverboard 5. Vapor Barrier: Glass Base Felt 6. Deck Type: Structural Concrete 7. Slope: 1/8”/ ft provided by sloped tapered insulation

B. Type of Contract:

1. Project will be constructed with requirements set forth in Coral Gables Library’s Invitation to Bid.

1.5 PHASED CONSTRUCTION

A. The Work shall be conducted in a single phase:

1.6 WORK BY OWNER




A. General: The Owner shall provide necessary electrical power, the Contractor shall

cooperate fully with the Owner so work may be carried out smoothly, without interfering with or delaying work under this Contract or work by Owner. Coordinate the Work of this Contract with work performed by Owner.

B. Preceding Work: Owner will perform the following construction operations at Project

site. Those operations are scheduled to be substantially complete before work under this Contract begins.

1. Identify any abandoned equipment, piping or ductwork located on or above the

roof system. 2. Trim tree growth extending out over building roof areas that will interfere with

the installation of the new roof system.

C. Concurrent Work: Owner will perform the following construction operations at Project site. Those operations will be conducted simultaneously with work under this Contract.

1. Interior renovations.

D. Subsequent Work: Owner will perform the following additional work at site after

Substantial Completion. Completion of that work will depend on successful completion of preparatory work under this Contract.

1. Not applicable

1.7 ACCESS TO SITE

A. General: Contractor shall have limited use of Project site for construction operations

as indicated on Drawings by the Contract limits and as indicated by requirements of this Section.

B. Condition of Existing Building: Maintain portions of existing building affected by

construction operations in a weathertight condition throughout construction period. Repair damage caused by construction operations.

C. Contractor shall supply plywood over areas of grass that is used as a laydown area.

All damaged grass shall be replaced with Argentine Bahia sod or other grass as designated by the Miami-Dade County Public Library System.

1.8 COORDINATION WITH OCCUPANTS

A. Full Owner Occupancy: Owner will occupy site and existing building(s) during entire construction period. Cooperate with Owner during construction operations to minimize conflicts and facilitate Owner usage. Perform the Work so as not to interfere with Owner's day-to-day operations. Maintain existing exits unless otherwise indicated.




1. Maintain access to existing walkways, corridors, and other adjacent occupied or

used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from Owner and approval of authorities having jurisdiction.

2. Notify Owner not less than 72 hours in advance of activities that will affect Owner's operations.

1.9 WORK RESTRICTIONS

A. Work Restrictions, General: Comply with restrictions on construction operations.

1. Comply with limitations on use of public streets and with other requirements of

authorities having jurisdiction.

B. On-Site Work Hours: Limit work in the existing building to normal business working hours of 7 a.m. to 7 p.m., Monday through Sunday, unless otherwise indicated. Alternate shall be provided for night work from 10pm until 6 am.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by

Owner or others unless permitted under the following conditions and then only after providing temporary utility services according to requirements indicated:

1. Notify Owner not less than two days in advance of proposed utility

interruptions. 2. Obtain Owner's written permission before proceeding with utility interruptions.

D. Noise, Vibration, and Odors: Coordinate operations that may result in high levels of

noise and vibration, odors, or other disruption to Owner occupancy with Owner.

1. Notify Owner not less than two days in advance of proposed disruptive operations.

2. Obtain Owner's written permission before proceeding with disruptive operations.

E. Nonsmoking Project Site: Smoking is not permitted on any portion of the library

property.

F. Controlled Substances: Use of tobacco products and other controlled substances on Project site is not permitted.

G. Employee Identification: Contractor shall comply with requirements directed in the

Invitation to Bid.

H. Employee Screening: Contractor shall comply with requirements directed in the Invitation to Bid.

1.10 SPECIFICATION AND DRAWING CONVENTIONS




A. Specification Content: The Specifications use certain conventions for the style of

language and the intended meaning of certain terms, words, and phrases when used in particular situations. These conventions are as follows:

1. Imperative mood and streamlined language are generally used in the

Specifications. The words "shall," "shall be," or "shall comply with," depending on the context, are implied where a colon (:) is used within a sentence or phrase.

2. Specification requirements are to be performed by Contractor unless specifically stated otherwise.

B. Division 01 General Requirements: Requirements of Sections in Division 01 apply to

the Work of all Sections in the Specifications.

C. Drawing Coordination: Requirements for materials and products identified on Drawings are described in detail in the Specifications. One or more of the following are used on Drawings to identify materials and products:

1. Terminology: Materials and products are identified by the typical generic terms

used in the individual Specifications Sections. 2. Abbreviations: Materials and products are identified by abbreviations published

as part of the U.S. National CAD Standard.

PART 2 - PRODUCTS (Not Used) PART 3 – EXECUTION (Contractor must comply with all OSHA safety requirements) 3.1 DEMOLITION

A. The Demolition Portion of the Work of this Project is defined by the Contract

Documents and consists of the following:

1. Complete removal and replacement of roof membranes and flashings:

a. Main Roof Section: Removal of low sloped granule surfaced modified bitumen roof membrane system (inclusive of all insulation, flashings, nailers, coping caps, edge metal etc.) shall be down to the level of the structural concrete deck.

b. Eyebrow Roof Section: Removal of existing modified bitumen roof membrane (inclusive of all insulation, flashings, nailers, edge metal etc.) shall be down to the level of the structural concrete deck.

2. Equipment not identified to be removed, that exhibits signs of corrosion shall be

cleaned of corrosion.

a. Interior wall construction of existing screen wall. Brush rust/oxidation off of existing structural members of screen wall exhibiting the




rust/oxidation. Apply rust inhibitor of similar color to existing color over those brushed areas.

b. Various roof top penetrations as identified on construction drawings or identified at the pre-bid meeting and noted in the pre-bid minutes.

3. Remove various roof accessories

a. Typical accessories include identified two (2) skylights, pipe supports, equipment supports, abandoned vents etc.

3.2 INSTALLATION

A. The Reconstruction Portion of the Work of this Project is defined by the Contract

Documents and consists of the following: 1. Install new pressure treated wood blocking.

a. Install new 2” x 6”, or larger as required to make job complete, wood

blocking around perimeter of all roof areas to replace any deteriorated or damaged wood blocking.

b. Install new 2”x 6”, or larger as required to make job complete, wood blocking around perimeter of all curbed roof penetrations to match thickness of insulation to be installed in subject roof section.

c. Install wood blocking as needed to raise existing curbs to a minimum height of 8 inches above new roof surface height.

2. Install one-ply of weld grade APP modified bitumen vapor barrier over primed concrete deck surface.

3. Insulation Installation

a. Install tapered polyisocyanurate insulation, crickets and saddles at all

areas determined to require additional tapered insulation to provide proper drainage. Contractor shall provide manufacturer’s tapered plan with the submittal package.

4. Membrane Installation

a. Install heat welded, inter-ply membranes and APP polyester granule surfaced cap sheet and base flashings at vertical and parapet walls in accordance with Section 07 52 16 “Atactic Polypropylene” (APP) Modified Bituminous Membrane Roofing” Contractor shall provide 2-hour fire watch after completion of work each day in which an open flame torch was utilized. Fire watch must be performed by a minimum of two workers.

5. Install new metal coping caps, edge metal, counterflashings, and other forms of fabricated metal flashings in accordance with Section 07 62 00 “Sheet Metal Flashing & Trim”

6. Install new roof accessories in accordance with Section 07 72 00 “Roof Accessories”

7. Install new joint sealants in accordance with Section 07 92 00 “Joint Sealants”




8. Clean, prime, and re-paint corroded metal in accordance with Section 09 91 13 “Exterior Painting”

9. Clean, prime, and re-paint existing roof top equipment in need of painting in accordance with Section 09 91 13 “Exterior Painting”

10. Provide pipe hangers for existing piping where they do not already exist. 11. Raise piping as necessary to accommodate the new roofing assembly and

connections to existing roof top equipment.

END OF SECTION 01 10 00



ALLOWANCES - 01 21 00 Page 1 of 2

SECTION 01 21 00 - ALLOWANCES PART 1 - GENERAL 1.1 RELATED DOCUMENTS

A. Drawings and general provisions of the Contract, including General and Supplementary Conditions and other Division 01 Specification Sections, apply to this Section.

1.2 SUMMARY A. Section includes administrative and procedural requirements governing allowances.

1. Certain items are specified in the Contract Documents by allowances.

Allowances have been established in lieu of additional requirements and to defer selection of actual materials and equipment to a later date when direction will be provided to Contractor. If necessary, additional requirements will be issued by Change Order.

B. Types of allowances include the following:

1. Lump-sum allowances. 2. Unit-cost allowances.

C. Related Requirements:

1. Section 01 22 00 "Unit Prices" for procedures for using unit prices.

1.3 LUMP-SUM AND UNIT-COST ALLOWANCES A. Allowance shall include cost to Contractor of specific products and materials ordered

by Owner or selected by Consultant under allowance and shall include taxes, freight, and delivery to Project site.

B. Unused Materials: Return unused materials purchased under an allowance to

manufacturer or supplier for credit to Owner, after installation has been completed and accepted.

1. If requested by Consultant, retain and prepare unused material for storage by

Owner. Deliver unused material to Owner's storage space as directed.

1.4 ADJUSTMENT OF ALLOWANCES

A. Allowance Adjustment: To adjust allowance amounts, prepare a Change Order proposal based on the difference between purchase amount and the allowance, multiplied by final measurement of work-in-place where applicable. If applicable, include reasonable allowances for cutting losses, tolerances, mixing wastes, normal product imperfections, and similar margins.



ALLOWANCES - 01 21 00 Page 2 of 2

1. Include installation costs in purchase amount only where indicated as part of the allowance.

2. If requested, prepare explanation and documentation to substantiate distribution of overhead costs and other margins claimed.

3. Submit substantiation of a change in scope of work, if any, claimed in Change Orders related to unit-cost allowances.

4. Owner reserves the right to establish the quantity of work-in-place by independent quantity survey, measure, or count.

B. Submit claims for increased costs because of a change in scope or nature of the

allowance described in the Contract Documents, whether for the purchase order amount or Contractor's handling, labor, installation, overhead, and profit.

PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION 3.1 EXAMINATION

A. Examine products covered by an allowance promptly on delivery for damage or

defects. Return damaged or defective products to manufacturer for replacement.

3.2 PREPARATION

A. Coordinate materials and their installation for each allowance with related materials and installations to ensure that each allowance item is completely integrated and interfaced with related work.

3.3 SCHEDULE OF ALLOWANCES

A. Allowance No.1: Quantity Allowance: Include 2,000 BF of deteriorated or damaged

pressure treated wood blocking, as specified in Section 06 10 53 "Miscellaneous Rough Carpentry."

1. Coordinate quantity allowance adjustment with unit-price requirements in

Section 01 22 00 "Unit Prices."




UNIT PRICES - 01 22 00 Page 1 of 2

SECTION 01 22 00 - UNIT PRICES PART 1 - GENERAL 1.1 RELATED DOCUMENTS



1.2 SUMMARY

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


1. Section 00 43 22 “Unit Prices Form” – For submission of unit prices with

contract. 2. Section 01 21 00 “Allowances” – For the amount of repair cost that should be

included in the base contract price. 3. Section 01 40 00 "Quality Requirements" for general testing and inspecting

requirements.

1.3 DEFINITIONS

A. Unit price is an amount incorporated in the Agreement, applicable during the duration of the Work as a price per unit of measurement for materials, equipment, or services, or a portion of the Work, added to or deducted from the Contract Sum by appropriate modification, if the scope of Work or estimated quantities of Work required by the Contract Documents are increased or decreased.

1.4 PROCEDURES

A. Unit prices listed in this section shall be incorporated into the contract submission

document 00 43 22 – “Unit Prices Form”.

B. Unit prices include all necessary material, plus cost for delivery, installation, insurance, applicable taxes, overhead, and profit.

C. Measurement and Payment: See individual Specification Sections for work that

requires establishment of unit prices. Methods of measurement and payment for unit prices are specified in those Sections.

D. Owner reserves the right to reject Contractor's measurement of work-in-place that

involves use of established unit prices and to have this work measured, at Owner's expense, by an independent surveyor acceptable to Contractor.



UNIT PRICES - 01 22 00 Page 2 of 2

E. List of Unit Prices: A schedule of unit prices is included in Part 3. Specification

Sections referenced in the schedule contain requirements for materials described under each unit price.

PART 2 - PRODUCTS (Not Used) PART 3 - EXECUTION

3.1 SCHEDULE OF UNIT PRICES

A. Unit Price No. 1: - Wood blocking.

1. Description: Removal and Replacement of any wood blocking, as required,

according to Section 06 10 53 "Miscellaneous Rough Carpentry." 2. Unit of Measurement: Board Feet 3. Quantity Allowance: Coordinate unit price with allowance adjustment

requirements in Section 01 21 00 "Allowances."




SUBSTITUTION PROCEDURES - 01 25 00 Page 1 of 4

SECTION 01 25 00 - SUBSTITUTION PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS



1.2 SUMMARY

A. Section includes administrative and procedural requirements for substitutions.


1. Section 01 21 00 "Allowances" for products selected under an allowance. 2. Section 01 60 00 "Product Requirements" for requirements for submitting

comparable product submittals for products by listed manufacturers.

1.3 DEFINITIONS

A. Substitutions: Changes in products, materials, equipment, and methods of construction from those required by the Contract Documents and proposed by Contractor.

1. Substitutions for Cause: Changes proposed by Contractor that are required

due to changed Project conditions, such as unavailability of product, regulatory changes, or unavailability of required warranty terms.

2. Substitutions for Convenience: Changes proposed by Contractor or Owner that are not required in order to meet other Project requirements but may offer advantage to Contractor or Owner.

1.4 ACTION SUBMITTALS

A. Substitution Requests: Submit three copies of each request for consideration.

Identify product or fabrication or installation method to be replaced. Include Specification Section number and title and Drawing numbers and titles.

1. In Lieu of submitting four copies of submittals, Contractor may submit copies

of documents in PDF form if approved by Consultant in advance of submittal. Each submittal shall be bound into a single PDF file and shall include all required documentation in a clearly legible format.

2. Documentation: Show compliance with requirements for substitutions and the following, as applicable:




a. Statement indicating why specified product or fabrication, or installation cannot be provided, if applicable.

b. Coordination information, including a list of changes or revisions needed to other parts of the Work and to construction performed by Owner and separate contractors, that will be necessary to accommodate proposed substitution.

c. Detailed comparison of significant qualities of proposed substitution with those of the Work specified. Include annotated copy of applicable Specification Section. Significant qualities may include attributes such as performance, weight, size, durability, visual effect, sustainable design characteristics, warranties, and specific features and requirements indicated. Indicate deviations, if any, from the Work specified.

d. Product Data, including drawings and descriptions of products and fabrication and installation procedures.

e. Samples, where applicable or requested. f. Certificates and qualification data, where applicable or requested. g. List of similar installations for completed projects with project names and

addresses and names and addresses of architects and owners. h. Material test reports from a qualified testing agency indicating and

interpreting test results for compliance with requirements indicated. i. Research reports evidencing compliance with building code in effect for

Project, from ICC-ES. j. Detailed comparison of Contractor's construction schedule using

proposed substitution with products specified for the Work, including effect on the overall Contract Time. If specified product or method of construction cannot be provided within the Contract Time, include letter from manufacturer, on manufacturer's letterhead, stating date of receipt of purchase order, lack of availability, or delays in delivery.

k. Cost information, including a proposal of change, if any, in the Contract Sum.

l. Contractor's certification that proposed substitution complies with requirements in the Contract Documents except as indicated in substitution request, is compatible with related materials, and is appropriate for applications indicated.

m. Contractor's waiver of rights to additional payment or time that may subsequently become necessary because of failure of proposed substitution to produce indicated results.

3. Consultant's Action: If necessary, Consultant will request additional

information or documentation for evaluation within ten business days of receipt of a request for substitution. Consultant will notify Contractor through Owner of acceptance or rejection of proposed substitution within 15 business days of receipt of request or seven days of receipt of additional information or documentation, whichever is later.

a. Forms of Acceptance: Change Order, Construction Change Directive, or

Consultant's Supplemental Instructions for minor changes in the Work. b. Use product specified if Consultant does not issue a decision on use of

a proposed substitution within time allocated.




1.5 QUALITY ASSURANCE

A. Compatibility of Substitutions: Investigate and document compatibility of proposed substitution with related products and materials. Engage a qualified testing agency to perform compatibility tests recommended by manufacturers.

1.6 PROCEDURES

A. Coordination: Revise or adjust affected work as necessary to integrate work of the

approved substitutions.

PART 2 - PRODUCTS

2.1 SUBSTITUTIONS

A. Substitutions for Cause: Submit requests for substitution immediately on discovery of need for change, but not later than 15 business days prior to time required for preparation and review of related submittals.

1. Conditions: Consultant will consider Contractor's request for substitution when

the following conditions are satisfied. If the following conditions are not satisfied, Consultant will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution is consistent with the Contract Documents and

will produce indicated results. b. Substitution request is fully documented and properly submitted. c. Requested substitution will not adversely affect Contractor's

construction schedule. d. Requested substitution has received necessary approvals of authorities

having jurisdiction. e. Requested substitution is compatible with other portions of the Work. f. Requested substitution has been coordinated with other portions of the

Work. g. Requested substitution provides specified warranty. h. If requested substitution involves more than one contractor, requested

substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, is acceptable to all contractors involved, and will not increase the cost associated with other contractors Work.

B. Substitutions for Convenience: Consultant will consider requests for substitution if

received within 30 days after the Notice of Award. Requests received after that time may be considered or rejected at discretion of Consultant.

1. Conditions: Consultant will consider Contractor's request for substitution when

the following conditions are satisfied. If the following conditions are not




satisfied, Consultant will return requests without action, except to record noncompliance with these requirements:

a. Requested substitution offers Owner a substantial advantage in cost,

time, energy conservation, or other considerations, after deducting additional responsibilities Owner must assume. Owner's additional responsibilities may include compensation to Consultant for redesign and evaluation services, increased cost of other construction by Owner, and similar considerations.

b. Requested substitution does not require extensive revisions to the Contract Documents.

c. Requested substitution is consistent with the Contract Documents and will produce indicated results.

d. Substitution request is fully documented and properly submitted. e. Requested substitution will not adversely affect Contractor's construction

schedule. f. Requested substitution has received necessary approvals of authorities

having jurisdiction. g. Requested substitution is compatible with other portions of the Work. h. Requested substitution has been coordinated with other portions of the

Work. i. Requested substitution provides specified warranty. j. If requested substitution involves more than one contractor, requested

substitution has been coordinated with other portions of the Work, is uniform and consistent, is compatible with other products, is acceptable to all contractors involved, and will not increase the cost associated with other contractors Work.

PART 3 - EXECUTION (Not Used) END OF SECTION 01 25 00



SUBMITTAL PROCEDURES - 01 33 00 Page 1 of 11

SECTION 01 33 00 - SUBMITTAL PROCEDURES PART 1 - GENERAL 1.1 RELATED DOCUMENTS



1.2 SUMMARY

A. Section includes requirements for the submittal schedule and administrative and

procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.


1. Section 01 25 00 "Substitution Procedures" for administrative and procedural

requirements of substitutions.

1.3 DEFINITIONS

A. Action Submittals: Written and graphic information and physical samples that require Consultant's responsive action. Action submittals are those submittals indicated in individual Specification Sections as "action submittals."

B. Informational Submittals: Written and graphic information and physical samples that

do not require Consultant's responsive action. Submittals may be rejected for not complying with requirements. Informational submittals are those submittals indicated in individual Specification Sections as "informational submittals."

C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files

to and from another computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside of network firewalls within which internal and external users are able to access files.

D. Portable Document Format (PDF): An open standard file format licensed by Adobe

Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format.

1.4 ACTION SUBMITTALS

A. Submittal Schedule: Submit a schedule of submittals, arranged in chronological

order by dates required by construction schedule. Include time required for review, ordering, manufacturing, fabrication, and delivery when establishing dates. Include




additional time required for making corrections or revisions to submittals noted by Consultant and additional time for handling and reviewing submittals required by those corrections.

1. Coordinate submittal schedule with list of subcontracts, the schedule of values,

and Contractor's construction schedule. 2. Submittals required during the first 60 days of construction. List those

submittals required to maintain orderly progress of the Work and those required early because of long lead time for manufacture or fabrication.

3. Final Submittal: Submit concurrently with the first complete submittal of Contractor's construction schedule.

a. Submit revised submittal schedule to reflect changes in current status

and timing for submittals.

4. Format: Arrange the following information in a tabular format:

a. Scheduled date for first submittal. b. Specification Section number and title. c. Submittal category: Action; informational. d. Name of subcontractor. e. Description of the Work covered. f. Scheduled date for Consultant's final release or approval. g. Scheduled date of fabrication.

1.5 SUBMITTAL ADMINISTRATIVE REQUIREMENTS

A. Consultant's Digital Data Files: Electronic digital data files of the Contract Drawings

will be provided by Consultant for Contractor's use in preparing submittals.

1. Consultant will furnish Contractor one set of digital data drawing files of the Contract Drawings for use in preparing Shop Drawings and Project record drawings.

a. Consultant makes no representations as to the accuracy or

completeness of digital data drawing files as they relate to the Contract Drawings.

b. Contractor shall execute a data licensing agreement in the form of agreement form acceptable to Owner and Consultant.

B. Coordination: Coordinate preparation and processing of submittals with

performance of construction activities.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Submit all submittal items required for each Specification Section concurrently unless partial submittals for portions of the Work are indicated on approved submittal schedule.




3. Submit action submittals and informational submittals required by the same Specification Section as separate packages under separate transmittals.

4. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

a. Consultant reserves the right to withhold action on a submittal requiring

coordination with other submittals until related submittals are received.

C. Processing Time: Allow time for submittal review, including time for resubmittals, as follows. Time for review shall commence on Consultant's receipt of submittal. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including resubmittals.

1. Initial Review: Allow 15 business days for initial review of each submittal. Allow

additional time if coordination with subsequent submittals is required. Consultant will advise Contractor when a submittal being processed must be delayed for coordination.

2. Intermediate Review: If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Resubmittal Review: Allow 15 business days for review of each resubmittal. 4. Sequential Review: Where sequential review of submittals by Consultant's

consultants, Owner, or other parties is indicated, allow 21 business days for initial review of each submittal.

D. Paper Submittals: Place a permanent label or title block on each submittal item for

identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately 6 by 8 inches on label or beside title block to record Contractor's review and approval markings and action taken by Consultant.

3. Include the following information for processing and recording action taken:

a. Project name. b. Date. c. Name of Consultant. d. Name of Construction Manager. e. Name of Contractor. f. Name of subcontractor. g. Name of supplier. h. Name of manufacturer. i. Submittal number or other unique identifier, including revision identifier.

1) Submittal number shall use Specification Section number followed

by a decimal point and then a sequential number (e.g., 06 10 00.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., 06 10 00.01.A).




j. Number and title of appropriate Specification Section. k. Drawing number and detail references, as appropriate. l. Location(s) where product is to be installed, as appropriate. m. Other necessary identification.

4. Additional Paper Copies: Unless additional copies are required for final submittal, and unless Consultant observes noncompliance with provisions in the Contract Documents, initial submittal may serve as final submittal.

a. Submit one copy of submittal to concurrent reviewer in addition to

specified number of copies to Consultant.

5. Transmittal for Paper Submittals: Assemble each submittal individually and appropriately for transmittal and handling. Transmit each submittal using a transmittal form. Consultant will return without review submittals received from sources other than Contractor.

a. Transmittal Form for Paper Submittals: Provide locations on form for the

following information:

1) Project name. 2) Date. 3) Destination (To:). 4) Source (From:). 5) Name and address of Consultant. 6) Name of Construction Manager. 7) Name of Contractor. 8) Name of firm or entity that prepared submittal. 9) Names of subcontractor, manufacturer, and supplier. 10) Category and type of submittal. 11) Submittal purpose and description. 12) Specification Section number and title. 13) Specification paragraph number or drawing designation and

generic name for each of multiple items. 14) Drawing number and detail references, as appropriate. 15) Indication of full or partial submittal. 16) Transmittal number numbered consecutively. 17) Submittal and transmittal distribution record. 18) Remarks. 19) Signature of transmitter.

E. Electronic Submittals: Identify and incorporate information in each electronic

submittal file as follows:

1. Assemble complete submittal package into a single indexed file incorporating submittal requirements of a single Specification Section and transmittal form with links enabling navigation to each item.

2. Name file with submittal number or other unique identifier, including revision identifier.




a. File name shall use project identifier and Specification Section number followed by a decimal point and then a sequential number (e.g., LNHS-06 10 00.01). Resubmittals shall include an alphabetic suffix after another decimal point (e.g., LNHS-06 10 00.01.A).

3. Provide means for insertion to permanently record Contractor's review and

approval markings and action taken by Consultant. 4. Transmittal Form for Electronic Submittals: Use electronic form acceptable to

Owner, containing the following information:

a. Project name. b. Date. c. Name and address of Consultant. d. Name of Construction Manager. e. Name of Contractor. f. Name of firm or entity that prepared submittal. g. Names of subcontractor, manufacturer, and supplier. h. Category and type of submittal. i. Submittal purpose and description. j. Specification Section number and title. k. Specification paragraph number or drawing designation and generic

name for each of multiple items. l. Drawing number and detail references, as appropriate. m. Location(s) where product is to be installed, as appropriate. n. Related physical samples submitted directly. o. Indication of full or partial submittal. p. Transmittal number numbered consecutively. q. Submittal and transmittal distribution record. r. Other necessary identification. s. Remarks.

F. Options: Identify options requiring selection by Consultant.

G. Deviations and Additional Information: On an attached separate sheet, prepared on

Contractor's letterhead, record relevant information, requests for data, revisions other than those requested by Consultant on previous submittals, and deviations from requirements in the Contract Documents, including minor variations and limitations. Include same identification information as related submittal.

H. Resubmittals: Make resubmittals in same form and number of copies as initial

submittal.

1. Note date and content of previous submittal. 2. Note date and content of revision in label or title block and clearly indicate

extent of revision. 3. Resubmit submittals until they are marked with approval notation from

Consultant's and Construction Manager's action stamp.

I. Distribution: Furnish copies of final submittals to manufacturers, subcontractors, suppliers, fabricators, installers, authorities having jurisdiction, and others as




necessary for performance of construction activities. Show distribution on transmittal forms.

J. Use for Construction: Retain complete copies of submittals on Project site. Use only

final action submittals that are marked with approval notation from Consultant's action stamp.

PART 2 - PRODUCTS

2.1 SUBMITTAL PROCEDURES

A. General Submittal Procedure Requirements: Prepare and submit submittals required

by individual Specification Sections. Types of submittals are indicated in individual Specification Sections.

1. Submit electronic submittals via email as PDF electronic files.

a. Consultant will return annotated file. Annotate and retain one copy of

file as an electronic Project record document file.

2. Action Submittals: Submit four paper copies of each submittal unless otherwise indicated. Consultant will return one copy.

3. Informational Submittals: Submit three paper copies of each submittal unless otherwise indicated. Consultant will not return copies.

4. Certificates and Certifications Submittals: Provide a statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

a. Provide a digital signature with digital certificate on electronically

submitted certificates and certifications where indicated.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard

published data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

a. Manufacturer's catalog cuts. b. Manufacturer's product specifications. c. Standard color charts. d. Statement of compliance with specified referenced standards. e. Testing by recognized testing agency. f. Application of testing agency labels and seals. g. Notation of coordination requirements.




h. Availability and delivery time information.

4. For equipment, include the following in addition to the above, as applicable:

a. Wiring diagrams showing factory-installed wiring. b. Printed performance curves. c. Operational range diagrams. d. Clearances required to other construction, if not indicated

on accompanying Shop Drawings.

5. Submit Product Data before or concurrent with Samples. 6. Submit Product Data in the following format:

a. PDF electronic file. b. Four paper copies of Product Data unless otherwise indicated.

Consultant will return one copy.

C. Shop Drawings: Prepare Project-specific information, drawn accurately to scale. Do not base Shop Drawings on reproductions of the Contract Documents or standard printed data, unless submittal based on Consultant's digital data drawing files is otherwise permitted.

1. Preparation: Fully illustrate requirements in the Contract Documents. Include

the following information, as applicable:

a. Identification of products. b. Schedules. c. Compliance with specified standards. d. Notation of coordination requirements. e. Notation of dimensions established by field measurement. f. Relationship and attachment to adjoining construction clearly indicated. g. Seal and signature of professional engineer if specified.

2. Sheet Size: Except for templates, patterns, and similar full-size drawings,

submit Shop Drawings on sheets at least 8-1/2 by 11 inches (215 by 280 mm), but no larger than 30 by 42 inches.

3. Submit Shop Drawings in the following format:

a. PDF electronic file. b. Four opaque copies of each submittal. Consultant will retain three

copies; remainder will be returned.

D. Samples: Submit Samples for review of kind, color, pattern, and texture for a check of these characteristics with other elements and for a comparison of these characteristics between submittal and actual component as delivered and installed.

1. Transmit Samples that contain multiple, related components such as

accessories together in one submittal package. 2. Identification: Attach label on unexposed side of Samples that includes the

following:




a. Generic description of Sample. b. Product name and name of manufacturer. c. Sample source. d. Number and title of applicable Specification Section. e. Specification paragraph number and generic name of each item.

3. For projects where electronic submittals are required, provide corresponding

electronic submittal of Sample transmittal, digital image file illustrating Sample characteristics, and identification information for record.

4. Disposition: Maintain sets of approved Samples at Project site, available for quality-control comparisons throughout the course of construction activity. Sample sets may be used to determine final acceptance of construction associated with each set.

a. Samples that may be incorporated into the Work are indicated in

individual Specification Sections. Such Samples must be in an undamaged condition at time of use.

b. Samples not incorporated into the Work, or otherwise designated as Owner's property, are the property of Contractor.

5. Samples for Initial Selection: Submit manufacturer's color charts consisting of

units or sections of units showing the full range of colors, textures, and patterns available.

a. Number of Samples: Submit three full set(s) of available choices where

color, pattern, texture, or similar characteristics are required to be selected from manufacturer's product line. Consultant will return submittal with options selected.

6. Samples for Verification: Submit full-size units or Samples of size indicated,

prepared from same material to be used for the Work, cured and finished in manner specified, and physically identical with material or product proposed for use, and that show full range of color and texture variations expected. Samples include, but are not limited to, the following: partial sections of manufactured or fabricated components; small cuts or containers of materials; complete units of repetitively used materials; swatches showing color, texture, and pattern; color range sets; and components used for independent testing and inspection.

a. Number of Samples: Submit three sets of Samples. Consultant will retain

two Sample sets; remainder will be returned.

1) If variation in color, pattern, texture, or other characteristic is inherent in material or product represented by a Sample, submit at least three sets of paired units that show approximate limits of variations.




E. Product Schedule: As required in individual Specification Sections, prepare a written summary indicating types of products required for the Work and their intended location. Include the following information in tabular form:

1. Type of product. Include unique identifier for each product indicated in the

Contract Documents or assigned by Contractor if none is indicated. 2. Manufacturer and product name, and model number if applicable. 3. Number and name of room or space. 4. Location within room or space. 5. Submit product schedule in the following format:

a. PDF electronic file. b. Four paper copies of product schedule or list unless otherwise

indicated. Consultant will return three copies.

F. Test and Inspection Reports and Schedule of Tests and Inspections Submittals: Comply with requirements specified in Section 01 40 00 "Quality Requirements."

G. Closeout Submittals and Maintenance Material Submittals: Comply with

requirements specified in Section 01 77 00 "Closeout Procedures."

H. Qualification Data: Prepare written information that demonstrates capabilities and experience of firm or person. Include lists of completed projects with project names and addresses, contact information of Consultants and owners, and other information specified.

I. Welding Certificates: Prepare written certification that welding procedures and

personnel comply with requirements in the Contract Documents. Submit record of Welding Procedure Specification and Procedure Qualification Record on AWS forms. Include names of firms and personnel certified.

J. Installer Certificates: Submit written statements on manufacturer's letterhead

certifying that Installer complies with requirements in the Contract Documents and, where required, is authorized by manufacturer for this specific Project.

K. Manufacturer Certificates: Submit written statements on manufacturer's letterhead

certifying that manufacturer complies with requirements in the Contract Documents. Include evidence of manufacturing experience where required.

L. Product Certificates: Submit written statements on manufacturer's letterhead

certifying that product complies with requirements in the Contract Documents.

M. Material Certificates: Submit written statements on manufacturer's letterhead certifying that material complies with requirements in the Contract Documents.

N. Material Test Reports: Submit reports written by a qualified testing agency, on testing

agency's standard form, indicating and interpreting test results of material for compliance with requirements in the Contract Documents.




O. Product Test Reports: Submit written reports indicating that current product produced by manufacturer complies with requirements in the Contract Documents. Base reports on evaluation of tests performed by manufacturer and witnessed by a qualified testing agency, or on comprehensive tests performed by a qualified testing agency.

P. Research Reports: Submit written evidence, from a model code organization

acceptable to authorities having jurisdiction, that product complies with building code in effect for Project. Include the following information:

1. Name of evaluation organization. 2. Date of evaluation. 3. Time period when report is in effect. 4. Product and manufacturers' names. 5. Description of product. 6. Test procedures and results. 7. Limitations of use.

Q. Preconstruction Test Reports: Submit reports written by a qualified testing agency,

on testing agency's standard form, indicating and interpreting results of tests performed before installation of product, for compliance with performance requirements in the Contract Documents.

R. Compatibility Test Reports: Submit reports written by a qualified testing agency, on

testing agency's standard form, indicating and interpreting results of compatibility tests performed before installation of product. Include written recommendations for primers and substrate preparation needed for adhesion.

S. Field Test Reports: Submit written reports indicating and interpreting results of field

tests performed either during installation of product or after product is installed in its final location, for compliance with requirements in the Contract Documents.

2.2 DELEGATED-DESIGN SERVICES

A. Performance and Design Criteria: Where professional design services or

certifications by a design professional are specifically required of Contractor by the Contract Documents, provide products and systems complying with specific performance and design criteria indicated.

1. If criteria indicated are not sufficient to perform services or certification

required, submit a written request for additional information to Consultant.

B. Delegated-Design Services Certification: In addition to Shop Drawings, Product Data, and other required submittals, submit digitally signed PDF electronic file and four paper copies of certificate, signed and sealed by the responsible design professional, for each product and system specifically assigned to Contractor to be designed or certified by a design professional.




1. Indicate that products and systems comply with performance and design criteria in the Contract Documents. Include list of codes, loads, and other factors used in performing these services.

PART 3 - EXECUTION

3.1 CONTRACTOR'S REVIEW

A. Action and Informational Submittals: Review each submittal and check for

coordination with other Work of the Contract and for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to Consultant.

B. Project Closeout and Maintenance Material Submittals: See requirements in Section

01 77 00 "Closeout Procedures."

C. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

3.2 CONSULTANT'S ACTION

A. Action Submittals: Consultant will review each submittal, make marks to indicate

corrections or revisions required, and return it. Consultant will stamp each submittal with an action stamp and will mark stamp appropriately to indicate action.

B. Informational Submittals: Consultant will r

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