ITB-W-1148 A1.pdf

City of Warren TIFA Van Dyke Mixed-Use Rehabilitation Addendum No. 1 March 14, 2024

ADDENDUM

Project Name: City of Warren TIFA Addendum No: One (1)

Project Number: 22-149 Issue Date: March 14, 2024 Project Location: Warren, MI

This Addendum forms a part of the above-described Contract Documents and supersedes, supplements or clarifies parts thereof to the extent defined by the terms set forth in this Addendum.

This Addendum consists of (2) typed pages and the following (10) attachments:

Specification Sections: Table of Contents (Re-issued with revisions) Section 003100 - Bid Form (Re-issued with revisions)

Section 064113 – Wood-Veneer-Faced Architectural Cabinets (New section) Section 075419 – Polyvinyl-Chloride (PVC) Roofing (Re-issued with revisions) Section 084115.01 – Fiberglass Entry Doors (New section) Section 085313 - Vinyl Windows (Re-issued with revisions)

Section 092216 – Non-Structural Metal Framing (Re-issued with revisions)

Drawings: A0-02, A0-03, A8-01 (3 sheets)

PRE-BID RFIS:

RFI #1 Question: Sheet A3-02 references sheet A8-01, but that sheet is not included in the drawing set. Can you please provide?

Response: Sheet A8-01 is issued in this Addendum.

RFI #2 Question: The specifications reference PLAM countertops, but these are not shown in the drawings. Can you please provide more info?

Response: Refer to sheet A8-01, issued in this Addendum.

RFI #3 Question: Allowance #2: Page 109 of the specifications says the allowance should be $10,000, but the bid form (page 35 of specifications) says $5,000. Which one is accurate?

Response: Refer to re-issued section 003100, Bid Form, with the corrected amount for Allowance #2.

RFI #4 Question: The code summary page is not included in the drawings (sheet A0-02). Is the building going to be fully sprinkled? Will it need fire alarm? What is the occupancy and group use?

Response: Refer to sheet A0-02, issued in this Addendum.

RFI #5 Question: After reviewing the door schedule, the door sizes for the two overhead doors are not provided. Per the floor plans and jamb details, it looks like they are roughly 13’0” x 8’0” (Door #101) and 11’1” x 8’0” (Door #102A). Can you please provide the true sizes of these two doors? Can you also tell us which door is to be standard lift and which is to have high lift?

Response: Refer to revised sheet A0-03.

City of Warren TIFA

Addendum No. 1 March 14, 2024

SPECIFICATIONS:

ITEM SP1 Table of Contents (Revised and Reissued)

A. Specification Revision: Re-issued to add new sections.

ITEM SP2 Section 003100 - Bid Form (Revised and Reissued)

A. Specification Revision: Re-issued to increase Allowance 2 amount to $10,000.

ITEM SP3 Section 064113 – Wood-Veneer-Faced Architectural Cabinets (Issued in This Addendum)

A. New sections.

ITEM SP4 Section 075419 – Polyvinyl-Chloride (PVC) Roofing (Revised and Reissued)

A. Specification Revision: Re-issued to modify accessories listed in section 2.3. J.

ITEM SP5 Section 084115.01 – Fiberglass Entry Doors (Issued in This Addendum)

A. New sections.

ITEM SP6 Section 085313 - Vinyl Windows (Revised and Reissued)

A. Specification Revision: Re-issued to add casement style windows and associated accessories.

ITEM SP7 Section 092216 – Non-Structural Metal Framing (Revised and Reissued)

A. Specification Revision: Re-issued to add resilient sound isolation clips.

ARCHITECTURAL DRAWINGS:

ITEM A1 A0-02 – Code Summary (Issued in This Addendum)

ITEM A2 A0-03 – Schedules, Door, Window & Frame Elevations (Revised and Reissued)

A. Changed windows W-1 and W-4 to be casement type windows, changed sizes and key notes.

B. Changed window schedule key note #2 and added #3.

C. Provided size for overhead doors 101 & 102A.

D. Changed door schedule key note #1 to indicate high-lift tracks for overhead doors.

ITEM A3 A8-01 – Interior Elevations & Casework Details (Issued in This Addendum)

**END OF ADDENDUM**

PARTNERS 22-149

TABLE OF CONTENTS

TOC - 1

MARCH 8, 2024 / BIDDING – CONSTRUCTION

MARCH 14, 2024 / ADDENDUM 1

Division ........Section Title .............................................................................................. ................................................. Pages

DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS

.....................COVER

.....................TABLE OF CONTENTS

000000 .........PROJECT IDENTIFICATION

.....................ADVERTISEMENT FOR BIDS

A701 .............INSTRUCTIONS TO BIDDERS

000100 .........WARREN GENERAL CONDITIONS

000101 .........WARREN LABOR HARMONY ORDINANCE

000200 .........MATERIAL FINISH & COLOR SCHEDULE

002213 .........SUPPLEMENTARY INSTRUCTIONS TO BIDDERS

003000 .........REQUIRED BID SUBMISSION MATERIALS

003100 .........BID FORM

003110 .........PREVAILING WAGES

003111 .........GENERAL CONTRACTORS QUALIFICATION

003126 .........EXISTING HAZARDOUS MATERIAL INFORMATION

004313 .........BID SECURITY FORMS

004373 .........PROPOSED SCHEDULE OF VALUES FORM

006000 .........PROJECT FORMS

A201 .............GENERAL CONDITIONS OF THE CONTRACT FOR CONSTRUCTION

008000 .........SUPPLEMENTARY GENERAL CONDITIONS

DIVISION 1 - GENERAL REQUIREMENTS

011000 .........SUMMARY

012100 .........ALLOWANCES

012200 .........UNIT PRICES

012300 .........ALTERNATES

012500 .........SUBSTITUTION PROCEDURES

012500.01 ....SUBSTITUTION REQUEST FORM DURING BID

012600 .........SAMPLE GC CONTRACT

012600.01 ....CONTRACT MODIFICATION PROCEDURES

012900 .........PAYMENT PROCEDURES

013100 .........PROJECT MANAGEMENT AND COORDINATION

013200 .........CONSTRUCTION PROGRESS DOCUMENTATION

013300 .........SUBMITTAL PROCEDURES

013300.01 ....SHOP DRAWING TRANSMITTAL (FILLABLE FORM)

014000 .........QUALITY REQUIREMENTS

014200 .........REFERENCES

014339 .........MOCK UPS

014350 .........CUTTING AND PATCHING

015000 .........TEMPORARY FACILITIES AND CONTROLS

016000 .........PRODUCT REQUIREMENTS

017300 .........EXECUTION

017700 .........CLOSEOUT PROCEDURES

017823 .........OPERATION AND MAINTENANCE DATA

017839 .........PROJECT RECORD DOCUMENTS

017900 .........DEMONSTRATION AND TRAINING

DIVISION 2 - EXISTING CONDITIONS

TOC - 2

024119 .........SELECTIVE DEMOLITION

DIVISION 3 - CONCRETE

033000 .........CAST-IN-PLACE CONCRETE

DIVISION 4 - MASONRY

040110 .........MASONRY CLEANING

040120.64 ....BRICK MASONRY REPOINTING

042000 .........UNIT MASONRY

042516 .........THIN BRICK PANEL SYSTEM

047200 .........CAST STONE MASONRY

DIVISION 5 - METALS

055000 .........METAL FABRICATIONS

DIVISION 6 - WOODS, PLASTICS AND COMPOSITES

061000 .........ROUGH CARPENTRY

061600 .........SHEATHING

064113……. .WOOD-VENEER-FACED ARHCITECTURAL CABINETS………………………………………………………4

DIVISION 7 - THERMAL AND MOISTURE PROTECTION

072100 .........THERMAL INSULATION

072500 .........WEATHER BARRIER

073113 .........ASPHALT SHINGLES

074646 .........FIEBER CEMENT SIDING

075419 .........POLYVINYL-CHLORIDE (PVC) ROOFING

076200 .........SHEET METAL FLASHING AND TRIM

077100 .........ROOF SPECIALTIES

077200 .........ROOF ACCESSORIES

078413 .........PENETRATION FIRESTOPPING

078443 .........JOINT FIRESTOPPING

079200 .........JOINT SEALANTS

079219 .........ACOUSTICAL JOINT SEALANTS

DIVISION 8 – OPENINGS

081113 .........HOLLOW METAL DOORS AND FRAMES

081433 .........STILE AND RAIL WOOD DOORS

083113 .........ACCESS DOORS AND FRAMES

083613.16 ....GLAZED SECTIONAL DOORS

084113 .........ALUMINUM-FRAMED ENTRANCES AND STOREFRONTS

084115.01…FIBERGLASS ENTRY DOORS……………………………………………………………………………………..4

085313 .........VINYL WINDOWS

086200 .........UNIT SKYLIGHTS

088000 .........GLAZING

DIVISION 9 - FINISHES

092216 .........NON-STRUCTURAL METAL FRAMING

092900 .........GYPSUM BOARD

099113 .........EXTERIOR PAINTING

099123 .........INTERIOR PAINTING

TOC - 3

MARCH 8, 2024 / BIDDING – CONSTRUCTION

MARCH 14, 2024 / ADDENDUM 1

DIVISION 10 - SPECIALTIES

102113.17 ....PHENOLIC TOILET COMPARTMENTS

104416 .........FIRE EXTINGUISHERS

DIVISION 11 – EQUIPMENT (NOT USED)

DIVISION 12 - FURNISHINGS

123623.13 ....PLASTIC LAMINATE CLAD COUNTERTOPS

DIVISION 13 - 32 (NOT USED)

*REFER TO MECHANICAL AND ELECTRICAL DRAWINGS FOR SPECIFICATIONS

END OF TABLE OF CONTENTS

TOC - 4

BID FORM

003100-1

MARCH 8, 2024 / BIDDING – CONSTRUCITON

CITY OF WARREN PROJECT NUMBER: ITB-W-1148

BID PROPOSAL FOR: City of Warren Tax Increment Finance Authority (TIFA)

Van Dyke Mixed Use Rehabilitation

BID TO: Bids shall be submitted electronically through the MITN site.

BID DUE DATE: April 3, 2024; 12:30 PM

BIDDERS NAME: ______________________________________________________________________

We have examined the Contract Documents for the proposed City of Warren Tax Increment Finance Authority (TIFA) -Van Dyke Mixed Use Rehabilitation project as prepared by PARTNERS in Architecture, PLC.

In accordance therewith, the undersigned proposes to furnish all labor and materials for construction as set forth in the Contract Documents, including the following Addenda, if any (fill in the addenda number, thus confirming receipt):

Addendum Number ________ Addendum Number ________

Addendum Number ________ Addendum Number ________

1. Accompanying the proposal is a bid security for work required to be furnished by the Contract Documents, the same being subject to forfeiture in the event of default by the undersigned.

2. I agree to complete the Project, by the dates listed in Specification Section 011000 – Summary; provided that a notice to proceed is issued within thirty (30) days.

3. I understand that the Owner reserves the right to reject any or all bids, and it is agreed that this bid may not be withdrawn for a period of ninety (90) days from the opening thereof.

4. Attached herewith are the documents requested in the Supplementary Instructions to Bidders, Specification Section

002213, paragraph 4.3.5.

A. BASE BID: (Insert a base bid amount)

__________________________________________________________Dollars $___________________ (Write out bid amount)

B. ALLOWANCES: Refer to section 012100 for a complete description.

(These amounts are included in the “Base Bid” amounts listed above)

1. Allowance No. 1 – Floor Leveling at New Openings: $1,500.00

2. Allowance No. 2 – Miscellaneous Masonry Repairs: $10,000.00

3. Allowance No. 3 – Restore “Back Bar Millwork”: $10,000.00

BID FORM

003100-2

C. UNIT PRICES: Refer to section 012200 for a complete description.

1. Unit Price No. 1 - Repoint existing brick masonry work in select areas. $_____________ per Sq. Ft.

(Enter value of unit price)

D. ALTERNATES: Refer to section 012300 for a complete description.

1. Alternate 1: Delete all work associated with exterior second floor deck, complete.

Circle One: Add or (Deduct) Alternate Dollars $___________________

2. Alternate 2: Provide aluminum storefront in lieu of overhead doors for doors 101 and 102A.

Circle One: Add or (Deduct) Alternate Dollars $___________________

E. SCHEDULE: Refer to Specification Section 011000 for schedule requirements.

(Fill in proposed substantial completion date)

F. NON-IRAN LINKED BUSINESSES

By signing below, I certify and agree on behalf of myself and the company submitting this proposal the following: (1) that I am duly authorized to legally bind the company submitting this proposal; and

(2) that the company submitting this proposal is not an “Iran linked business,” as that term is defined in Section 2(e) of the Iran Economic Sanctions Act, being Michigan Public Act No. 517 of 2012; and

(3) that I and the company submitting this proposal will immediately comply with any further certifications or information submissions requested by the City in this regard.

G. COMPANY / CONTACT INFORMATION

Company Name: ____________________________________________________________________

Contact Name: _____________________________________________________________________

Address: __________________________________________________________________________

Phone Number: _______________________ Cell Number: __________________________________

Email: _____________________________________________________________________________

Corporate Officer Name: ________________________________Title___________________________

Corporate Officer Signature: _____________________________ Date: __________________________

Federal ID Number: __________________

END OF BID FORM

WOOD-VENEER-FACED ARCHITECTUAL CABINETS

064113 - 1

MARCH 8, 2024 / BIDDING – CONSTRUCTION

MARCH 14, 2024 / ADDENDUM 1

SECTION 064113 - WOOD-VENEER-FACED ARCHITECTURAL CABINETS

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Wood cabinets for opaque finish.

2. Cabinet hardware and accessories.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

1. Include data for fire-retardant treatment from chemical-treatment manufacturer and certification by treating plant that treated materials comply with requirements.

B. Shop Drawings: For architectural cabinets.

1. Include plans, elevations, sections, and attachment details.

C. Samples: For each exposed product and for each color and finish specified.

1.3 INFORMATIONAL SUBMITTALS

A. Qualification Data: For manufacturer.

B. Research reports.

C. Field quality control reports.

1.4 QUALITY ASSURANCE

A. Manufacturer's Qualifications: Employs skilled workers who custom fabricate products similar to those required for this Project and whose products have a record of successful in-service performance.

1.5 FIELD CONDITIONS

A. Environmental Limitations without Humidity Control: Do not deliver or install cabinets until building is enclosed, wet-work is complete, and HVAC system is operating and maintaining temperature and relative humidity at levels planned for building occupants during the remainder of the construction period.

064113 - 2

MARCH 8, 2024 / BIDDING – CONSTRUCTION

MARCH 14, 2024 / ADDENDUM 1

PART 2 - PRODUCTS

2.1 CABINETS, GENERAL

A. Quality Standard: Unless otherwise indicated, comply with the Architectural Woodwork Standards for grades of architectural cabinets indicated for construction, finishes, installation, and other requirements.

2.2 WOOD CABINETS FOR OPAQUE FINISH

A. Architectural Woodwork Standards Grade: Standard (Manufacturer’s standard size & configuration)

B. Type of Construction: Face Frame.

C. Door and Drawer-Front Style: Overlay.

D. Species for Exposed Lumber Surfaces: Any closed-grain hardwood.

E. Panel Product for Exposed Surfaces: MDF.

F. Drawer Construction: Fabricate with exposed fronts fastened to subfront with mounting screws from interior of body.

1. Join subfronts, backs, and sides with glued dovetail joints.

2.3 WOOD MATERIALS

A. Wood Products: Provide materials that comply with requirements of referenced quality standard for each type of architectural cabinet and quality grade specified unless otherwise indicated.

1. Do not use plain-sawn softwood lumber with exposed, flat surfaces more than 3 inches (75 mm) wide.

2. Wood Moisture Content: 5 to 10 percent.

B. Composite Wood Products: Provide materials that comply with requirements of referenced quality standard for each type of architectural cabinet and quality grade specified.

2.4 CABINET HARDWARE AND ACCESSORIES

A. Cabinet Hardware: Provide cabinet hardware and accessory materials associated with architectural cabinets.

B. Face Frame Concealed Hinges (European Type): ANSI/BHMA A156.9, B01602, 100 degrees of opening, self-closing.

C. Back-Mounted Pulls: ANSI/BHMA A156.9, B02011.

D. Wire Pulls: Back mounted, solid metal, 4 inches (100 mm) long, 5/16 inch (8 mm) in diameter.

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MARCH 8, 2024 / BIDDING – CONSTRUCTION

MARCH 14, 2024 / ADDENDUM 1

E. Catches: Magnetic catches, ANSI/BHMA A156.9, B03141.

F. Adjustable Shelf Standards and Supports: ANSI/BHMA A156.9, B04071; with shelf rests, B04081.

G. Shelf Rests: ANSI/BHMA A156.9, B04013; metal.

H. Drawer Slides: ANSI/BHMA A156.9.

1. Standard Duty (Grade 1 and Grade 2): Side mount.

I. Exposed Hardware Finishes: For exposed hardware, provide finish that complies with ANSI/BHMA A156.18 for BHMA finish number indicated.

1. Satin Chromium Plated: ANSI/BHMA 626 for brass or bronze base; ANSI/BHMA 652 for steel base.

J. For concealed hardware, provide manufacturer's standard finish that complies with product class requirements in ANSI/BHMA A156.9.

2.5 MISCELLANEOUS MATERIALS

A. Furring, Blocking, Shims, and Hanging Strips: Softwood or hardwood lumber, kiln-dried to less than 15 percent moisture content.

B. Anchors: Select material, type, size, and finish required for each substrate for secure anchorage. Provide metal expansion sleeves or expansion bolts for post-installed anchors. Use nonferrous-metal or hot-dip galvanized anchors and inserts at inside face of exterior walls and at floors.

2.6 FABRICATION

A. Complete fabrication, including assembly and hardware application, to maximum extent possible before shipment to Project site. Disassemble components only as necessary for shipment and installation. Where necessary for fitting at site, provide ample allowance for scribing, trimming, and fitting.

B. Shop-cut openings to maximum extent possible to receive hardware, appliances, electrical work, and similar items. Locate openings accurately and use templates or roughing-in diagrams to produce accurately sized and shaped openings. Sand edges of cutouts to remove splinters and burrs.

2.7 FINISHING

A. General: Prepare architectural cabinets at manufacturer's shop for field finishing.

064113 - 4

MARCH 8, 2024 / BIDDING – CONSTRUCTION

MARCH 14, 2024 / ADDENDUM 1

PART 3 - EXECUTION

3.1 INSTALLATION

A. Before installation, condition cabinets to humidity conditions in installation areas for not less than 72 hours.

B. Architectural Woodwork Standards Grade: Install cabinets to comply with quality standard grade of item to be installed.

C. Anchor cabinets to anchors or blocking built in or directly attached to substrates. Secure with countersunk, concealed fasteners and blind nailing. Use fine finishing nails or finishing screws for exposed fastening, countersunk and filled flush with cabinet surface.

1. For shop-finished items, use filler matching finish of items being installed.

D. Install cabinets level, plumb, and true in line to a tolerance of 1/8 inch in 96 inches (3 mm in 2400 mm) using concealed shims.

1. Scribe and cut cabinets to fit adjoining work, refinish cut surfaces, and repair damaged finish at cuts.

2. Install cabinets without distortion so doors and drawers fit openings and are accurately aligned. Adjust hardware to center doors and drawers in openings and to provide unencumbered operation. Complete installation of hardware and accessory items as indicated.

3. Fasten wall cabinets through back, near top and bottom, and at ends not more than 16 inches (400

mm) o.c. with No. 10 wafer-head screws sized for not less than 1-1/2-inch (38-mm) penetration into wood framing, blocking, or hanging strips.

E. Finishes: Field finish by Owner.

END OF SECTION 064113

POLYVINYL-CHLORIDE (PVC) ROOFING

075419-1

SECTION 075419 - POLYVINYL-CHLORIDE (PVC) ROOFING

PART 1 - GENERAL

1.1 SUMMARY

A. Section Includes:

1. Adhered polyvinyl chloride (PVC) roofing system.

2. Accessory roofing materials.

3. Substrate board.

4. Roof insulation.

5. Insulation accessories and cover board.

6. Asphalt materials.

1.2 RELATED SECTIONS

A. Section 070150.19 – Preparation for Re-Roofing

1.3 DEFINITIONS

A. Roofing Terminology: Definitions in ASTM D 1079 and glossary in NRCA's "The NRCA Roofing and Waterproofing Manual" apply to work of this Section.

1.4 ACTION SUBMITTALS

A. Product Data: For each type of product.

B. Shop Drawings: Include roof plans, sections, details, and attachments to other work, including the following:

1. Layout and thickness of insulation.

2. Base flashings and membrane terminations.

3. Flashing details at penetrations.

4. Tapered insulation thickness and slopes.

5. Roof plan showing orientation of steel roof deck and orientation of roof membrane, fastening spacings, and patterns for mechanically fastened roofing system.

6. Insulation fastening patterns for corner, perimeter, and field-of-roof locations.

C. Samples: For the following products:

1. Roof membrane and flashing, of color required.

D. Wind Uplift Resistance Submittal: For roofing system, indicating compliance with wind uplift performance requirements.

075419-2

1.5 INFORMATIONAL SUBMITTALS

A. Field Test Reports:

1. Fastener-pullout test results and manufacturer's revised requirements for fastener patterns.

B. Sample warranties.

1.6 CLOSEOUT SUBMITTALS

A. Maintenance data.

B. Certified statement from existing roof membrane manufacturer stating that existing roof warranty has not been affected by Work performed under this Section.

1.7 QUALITY ASSURANCE

A. Installers Qualifications: A qualified firm that is approved, authorized, or licensed by roofing system manufacturer to install manufacturer's product and that is eligible to receive manufacturer's special warranty.

1.8 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace components of roofing system that fail in materials or workmanship within specified warranty period.

1. Warranty Period: 20 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 PERFORMANCE REQUIREMENTS

A. Accelerated Weathering: Roof membrane to withstand 2000 hours of exposure when tested according to ASTM G152, ASTM G154, or ASTM G155.

B. Impact Resistance: Roof membrane to resist impact damage when tested according to ASTM D3746, ASTM D4272/D4272M, or the "Resistance to Foot Traffic Test" in FM Approvals 4470.

C. Material Compatibility: Roofing materials to be compatible with one another and adjacent materials under conditions of service and application required, as demonstrated by roof membrane manufacturer based on testing and field experience.

D. Wind Uplift Resistance: Design roofing system to resist the following wind uplift pressures when tested according to FM Approvals 4474, UL 580, or UL 1897:

1. Zone 1 (Roof Area Field): 50 lbf/sq. ft.

2. Zone 2 (Roof Area Perimeter): 90 lbf/sq. ft.

a. Location: From roof edge to 3 feet inside roof edge.

3. Zone 3 (Roof Area Corners): 120 lbf/sq. ft.

075419-3

a. Location: 3 feet in each direction from building corner.

E. Exterior Fire-Test Exposure: ASTM E108 or UL 790, Class C; for application and roof slopes indicated; testing by a qualified testing agency. Identify products with appropriate markings of applicable testing agency.

2.2 POLYVINYL CHLORIDE (PVC) ROOFING

A. PVC Sheet Type III: ASTM D4434/D4434M, fabric reinforced.

1. Manufacturers: Subject to compliance with requirements, provide “Duro-Last PVC Roof

Membrane” by Duro-Last Roofing, Inc. or an approved equivalent product from one of the other manufacturers listed below:

a. Carlisle Syntec Systems.

b. Firestone Building Products.

c. GAF.

d. Johns Manville; a Berkshire Hathaway company.

2. Thickness: 60 mils.

3. Exposed Face Color: White.

2.3 ACCESSORY ROOFING MATERIALS

A. General: Accessory materials recommended by roofing system manufacturer for intended use and compatible with other roofing components.

1. Adhesives and Sealants: Comply with VOC limits of authorities having jurisdiction.

B. Sheet Flashing: Manufacturer's standard sheet flashing of same material, type, reinforcement, thickness, and color as PVC sheet.

C. Prefabricated Pipe Flashings: As recommended by roof membrane manufacturer.

D. Bonding Adhesive: Manufacturer's standard, water based.

E. Water-Based, Fabric-Backed Membrane Adhesive: Roofing system manufacturer's standard water-based, cold-applied adhesive formulated for compatibility and use with fabric-backed membrane roofing.

F. Low-Rise, Urethane, Fabric-Backed Membrane Adhesive: Roof system manufacturer's standard spray-applied, low-rise, two-component urethane adhesive formulated for compatibility and use with fabric-backed membrane roofing.

G. Slip Sheet: Manufacturer's standard, of thickness required for application.

H. Metal Termination Bars: Manufacturer's standard, predrilled stainless steel or aluminum bars, approximately 1 by 1/8 inch thick; with anchors.

I. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion-resistance provisions in FM Approvals 4470, designed for fastening roofing components to substrate, and acceptable to roofing system manufacturer.

http://www.specagent.com/Lookup?ulid=12917 http://www.specagent.com/Lookup?uid=123457225325 http://www.specagent.com/Lookup?uid=123457225319 http://www.specagent.com/Lookup?uid=123457225329 http://www.specagent.com/Lookup?uid=123457225322 http://www.specagent.com/Lookup?uid=123457225316

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J. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, parapet flashing, T-joint covers, lap sealants, metal counter flashing / termination reglets, foam tube, and other accessories.

2.4 ROOF INSULATION

A. Polyisocyanurate Board Insulation: ASTM C1289, Type II, Class 1, Grade 2, felt or glass-fiber mat facer on both major surfaces.

1. Thickness:

a. Full Removal / Replacement: Provide insulation in multiple layers in thickness required to meet R30 insulation value as required by code.

1) Wet Insulation Replacement: Provide new insulation to replace existing wet insulation. If more wet insulation is discovered than is identified by the scope of work on the drawings, consult the architect.

2. Tapered Insulation: Provide factory-tapered insulation boards where indicated, and where required to maintain positive roof drainage.

a. Minimum Thickness: 1/4 inch.

b. Slope: 1/8 inch per foot min. unless otherwise indicated on Drawings.

2.5 ACCESSORIES

A. Fasteners: Factory-coated steel fasteners and metal or plastic plates complying with corrosion-resistance provisions in FM Approvals 4470, designed for fastening substrate boards to deck, and acceptable to roofing system manufacturer.

B. Insulation Adhesive: Insulation manufacturer's recommended adhesive formulated to attach roof insulation to substrate or to another insulation layer.

C. Miscellaneous Accessories: Provide pourable sealers, preformed cone and vent sheet flashings, preformed inside and outside corner sheet flashings, counter flashing, T-joint covers, lap sealants, termination reglets, and other accessories

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine substrates, areas, and conditions, with Installer present, for compliance with requirements and other conditions affecting performance of the Work.

1. Verify that surface plane flatness and fastening of steel roof deck complies with requirements in

Section 053100 "Steel Decking."

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3.2 PREPARATION

A. Refer to Section 070150.19 – Preparation for Reroofing.

3.3 INSTALLATION OF ROOFING, GENERAL

A. Install roofing system according to roofing system manufacturer's written instructions.

B. Complete terminations and base flashings and provide temporary seals to prevent water from entering completed sections of roofing system at end of workday or when rain is forecast. Remove and discard temporary seals before beginning work on adjoining roofing.

C. Install roof membrane and auxiliary materials to tie in to existing roofing to maintain weathertightness of transition and to not void warranty for existing roofing system.

3.4 INSTALLATION OF SUBSTRATE BOARD

A. Install substrate board with long joints in continuous straight lines, with end joints staggered not less than 24 inches in adjacent rows.

1. At steel roof decks, install substrate board at right angle to flutes of deck.

a. Locate end joints over crests of steel roof deck.

2. Tightly butt substrate boards together.

3. Cut substrate board to fit tight around penetrations and projections, and to fit tight to intersecting sloping roof decks.

4. Fasten substrate board to top flanges of steel deck to resist uplift pressure at corners, perimeter, and field of roof according to roofing system manufacturers' written instructions.

3.5 INSTALLATION OF INSULATION

A. Coordinate installing roofing system components so insulation is not exposed to precipitation or left exposed at end of workday.

B. Comply with roofing system and insulation manufacturer's written instructions for installing roof insulation.

C. Installation Over Decking:

1. Install base layer of insulation with joints staggered not less than 24 inches in adjacent rows, and with long joints continuous at right angle to flutes of decking.

a. Locate end joints over crests of decking.

b. Where installing composite and noncomposite insulation in two or more layers, install noncomposite board insulation for bottom layer and intermediate layers, if applicable, and install composite board insulation for top layer.

c. Trim insulation neatly to fit around penetrations and projections, and to fit tight to intersecting sloping roof decks.

d. Make joints between adjacent insulation boards not more than 1/4 inch in width.

e. At internal roof drains, slope insulation to create a square drain sump with each side equal to the diameter of the drain bowl plus 24 inches.

075419-6

1) Trim insulation so that water flow is unrestricted.

f. Fill gaps exceeding 1/4 inch with insulation.

g. Cut and fit insulation within 1/4 inch of nailers, projections, and penetrations.

h. Mechanically attach substrate board using mechanical fasteners specifically designed and sized for fastening specified board-type roof insulation to metal decks.

1) Fasten insulation to resist specified uplift pressure at corners, perimeter, and field of roof.

2. Install upper layers of insulation and tapered insulation with joints of each layer offset not less than 12 inches from previous layer of insulation.

a. Staggered end joints within each layer not less than 24 inches in adjacent rows.

b. Install with long joints continuous and with end joints staggered not less than 12 inches in adjacent rows.

c. Trim insulation neatly to fit around penetrations and projections, and to fit tight to intersecting sloping roof decks.

d. Make joints between adjacent insulation boards not more than 1/4 inch in width.

e. At internal roof drains, slope insulation to create a square drain sump with each side equal to the diameter of the drain bowl plus 24 inches.

f. Trim insulation so that water flow is unrestricted.

g. Fill gaps exceeding 1/4 inch with insulation.

h. Cut and fit insulation within 1/4 inch of nailers, projections, and penetrations.

3.6 INSTALLATION OF ADHERED ROOF MEMBRANE

A. Adhere roof membrane over area to receive roofing according to roofing system manufacturer's written instructions.

B. Unroll roof membrane and allow to relax before installing.

C. Start installation of roofing in presence of roofing system manufacturer's technical personnel.

D. Accurately align roof membrane, and maintain uniform side and end laps of minimum dimensions required by manufacturer. Stagger end laps.

E. Bonding Adhesive: Apply to substrate and underside of roof membrane at rate required by manufacturer, and allow to partially dry before installing roof membrane. Do not apply to splice area of roof membrane.

F. In addition to adhering, mechanically fasten roof membrane securely at terminations, penetrations, and perimeter of roofing.

G. Apply roof membrane with side laps shingled with slope of roof deck where possible.

H. Seams: Clean seam areas, overlap roofing, and hot-air weld side and end laps of roof membrane and sheet flashings to ensure a watertight seam installation.

1. Test lap edges with probe to verify seam weld continuity. Apply lap sealant to seal cut edges of roof membrane and sheet flashings.

2. Verify field strength of seams a minimum of twice daily, and repair seam sample areas.

3. Repair tears, voids, and lapped seams in roof membrane that do not comply with requirements.

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I. Spread sealant bed over deck-drain flange at roof drains, and securely seal roof membrane in place with clamping ring.

3.7 INSTALLATION OF BASE FLASHING

A. Install sheet flashings and preformed flashing accessories, and adhere to substrates according to roofing system manufacturer's written instructions.

B. Apply bonding adhesive to substrate and underside of sheet flashing at required rate, and allow to partially dry. Do not apply to seam area of flashing.

C. Flash penetrations and field-formed inside and outside corners with cured or uncured sheet flashing.

D. Clean seam areas, overlap, and firmly roll sheet flashings into the adhesive. Hot-air weld side and end laps to ensure a watertight seam installation.

E. Terminate and seal top of sheet flashings and mechanically anchor to substrate through termination bars.

3.8 FIELD QUALITY CONTROL

A. Final Roof Inspection: Arrange for roofing system manufacturer's technical personnel to inspect roofing installation on completion, in presence of Architect, and to prepare inspection report.

B. Repair or remove and replace components of roofing system where inspections indicate that they do not comply with specified requirements.

3.9 PROTECTING AND CLEANING

A. Protect roofing system from damage and wear during remainder of construction period. When remaining construction does not affect or endanger roofing, inspect roofing system for deterioration and damage, describing its nature and extent in a written report, with copies to Architect and Owner.

B. Correct deficiencies in or remove roofing system that does not comply with requirements, repair substrates, and repair or reinstall roofing system to a condition free of damage and deterioration at time of Substantial Completion and according to warranty requirements.

C. Clean overspray and spillage from adjacent construction using cleaning agents and procedures recommended by manufacturer of affected construction.

END OF SECTION 075419

FIBERGLASS ENTRY DOORS

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SECTION 084115.01 - FIBERGLASS ENTRY DOORS

1.01 SECTION INCLUDES

A. Pre hung fiberglass entry doors.

1.02 RELATED SECTIONS

A. Section 079200 - Joint Sealants: Perimeter sealant and back-up materials.

D. Section 087100 - Door Hardware: Hardware items other than those specified in this section.

1.03 SYSTEM PERFORMANCE

A. Provide door assemblies that have been designed and fabricated to comply with requirements for system performance characteristics listed below, as demonstrated by testing manufacturer's corresponding stock systems according to test methods designated.

B. Thermal Transmission (exterior doors); U-value of not more than 0.09 (BTU/Hr. x sf x degrees F.) per

AAMA 1503.01.

C. Flame Spread/Smoke Developed: Provide fiberglass entry doors and panels with the following ratings in accordance with ASTM E 84-79a: Flame Spread: Exterior faces not greater than 145 (Class C); interior faces not greater than 10 (Class A). Smoke Developed: Exterior faces not greater than 345 (Class C); interior faces not greater than 320 (Class A).

D. Additional Criteria: Provide fiberglass entry doors and panels with the following performance:

1. Doors shall qualify for Energy Star Rating.

2. Door Unit Air Leakage, NFRC 400, 1.57 psf (25 mph): 0.50 cfm per square foot of frame or less.

3. Door Unit Water Penetration: No water penetration through door unit when tested in accordance with ASTM E 331or ASTM E 547 with water applied at rate of 5 gallons per hour per square foot at 0 psf.

1.05 QUALITY ASSURANCE

A. Standards: Comply with the requirements and recommendations in applicable specification and standards by NAAMM and AAMA, including the terminology definitions and specifically including the "Entrance Manual" by NAAMM, except to the extent more stringent requirements are indicated.

A. Installer’s Qualifications: Entrances and storefront shall be installed by a firm that has not less than five (5) years successful experience in the installation of systems similar to those required.

C. Field Measurement: Field verify all information prior to fabrication and furnish all materials to suit.

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D. Regulation and Codes: Comply with the current edition in force at the project location of all local, state and federal codes and regulations, including the current Americans with Disabilities Act.:

1.06 SUBMITTALS

A. Product Data: Submit Manufacturer's product data, specifications and instructions for each type of door.

1. Include details of core, stile and rail construction, trim for lites and all other components.

2. Include details of door hardware mounting.

B. Submit shop drawings for the fabrication and installation of the doors and frames, and associated components. Details to be shown full scale. Include glazing details and door hardware schedule.

C. Samples: Submit partial size sample of door illustrating textures and color of finish.

1.07 PRODUCT DELIVERY, STORAGE AND HANDLING

A. Deliver materials to jobsite in their original, unopened packages with labels intact. Inspect materials for damage and advise manufacturer immediately of any unsatisfactory materials.

B. Package door assemblies in individual cartons protected so no portion of the door has contact with the outer shell of the container.

1.08 PROJECT WARRANTY

A. Provide a written warranty signed by manufacturer, installer and contractor, agreeing to replace, at no cost to the Owner, any doors, frames or factory hardware installation which fail in materials or workmanship, within the warranty period. Failure of materials or workmanship includes: excessive deflection, faulty operation of entrances, deterioration of finish, or construction in excess of normal weathering and defects in hardware installation.

1. Fiberglas Entry Doors and Frame Assemblies: Warranty period – three (3) years.

PART 2 - PRODUCTS

2.01 MANUFACTURERS

A. Basis-of-Design: Subject to compliance with requirements, provide fiberglass raised panel entry doors as manufactured by Therma Tru, listed manufactures below, or approved equal using substitution evaluation method described in section 012500 – Substitution Procedures:

1. Jeld-Wen.

2. Masonite.

2.02 MATERIALS AND ACCESSORIES

A. Doors: Manufacturer’s standard fiberglass entry door constructed from 1/16-inch minimum thickness, 084115 - 3 fiberglass-reinforced thermoset composite, wood-grained in natural hardwood patterns, stainable and paintable.

1. Edges: Machinable kiln-dried pine, primed, lock edge reinforced with engineered lumber core, lockset area reinforced with solid blocking for hardware backup.

2. Door bottom edge is moisture- and decay-resistant composite.

3. Core is foamed-in-place polyurethane, density 1.9 pcf minimum.

4. Finish: As selected by Architect from manufacturer’s full range.

B. Frames: Provided rot resistant frames, mullions, and brickmould.

1. Milled from 5/4 kiln-dried material with profiled ½” stop and 6-degree sill gain prep.

2. Jamb Width Standard 4 9/16

3. Rot Resistant – frames, mullions, and brickmould.

C. Glazing: Factory glazed, manufacturer’s standard clear insulated glass.

D. Sills: Out swinging: Aluminum with thermal break.

E. Hardware: Refer to section 087000 – Door Hardware.

F. Fasteners: Aluminum non-magnetic stainless steel or other non-corrosive metal fasteners, guaranteed by the manufacturer to be compatible with the doors, frames, stops, panels, hardware, anchors and other items being fastened, without exposed fasteners.

G. Compression Weatherstripping: Provide the manufacturer’s standard replaceable compressible weatherstripping gaskets of molded neoprene complying with ASTM D 2000 or molded PVC complying with ASTM D 2287.

2.03 FABRICATION

A. Sizes and Profiles: The required sizes for door and frame units, and profile requirements are shown on the drawings.

B. Coordination of Fabrication: Field measure before fabrication, and show recorded measurements on final shop drawings.

C. Finishing: Factory prime.

D. Complete the cutting, fitting, forming, drilling and grinding of all metal work prior to assembly.

Remove burrs from cut edges, and ease edges and corners to a radius of approximately 1/64".

E. Maintain continuity of line and accurate relation of planes and angles. Secure attachments and support at mechanical joints, with hairline fit at contacting members.

F. Attachment of all hardware shall be made using machine screws which are supplied by the manufacturer.

G. All holes shall be drilled and tapped using the recommended drill size for the tap required.

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H. Door attachment points shall be minimum of 1/8-inch thickness.

PART 3 - EXECUTION

3.01 INSTALLATION

A. Comply with manufacturer's recommendations and specifications for the installation of the doors and frames. Factory install hardware on the doors.

B. Set units plumb, level and true to line, without warp or rack of doors or frames. Anchor securely in place. Separate aluminum and other metal surfaces with bituminous coatings or other means as approved by architect.

C. Set thresholds in a bed of mastic and backseal.

D. Clean surfaces promptly after installation of doors and frames, exercising care to avoid damage to the protective coatings.

E. Ensure that the doors and frames will be without damage or deterioration.

F. Provide Owner with all adjustment tools and instruction sheets. Arrange an in-service session to Owner at Owner's convenience. Any workmanship that is defective or deficient shall be corrected to the Owner's satisfaction and at no additional cost to the Owner.

END OF SECTION 084115

VINYL WINDOWS

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SECTION 085313 - VINYL WINDOWS

1.1 SUMMARY

A. Section Includes:

1. Vinyl windows.

1.2 PREINSTALLATION MEETINGS

A. Preinstallation Conference: Conduct conference at Project site.

1.3 PERFORMANCE REQUIREMENTS

A. Product Standard: Comply with AAMA/WDMA/CSA 101/I.S.2/A440 for definitions and minimum standards of performance, materials, components, accessories, and fabrication unless more stringent requirements are indicated.

1. Window Unit Air Leakage, ASTM E 283, 1.57 psf (25 mph): 0.3 cfm per square foot of frame or less.

2. Window Unit Water Penetration: No water penetration through window unit when tested in accordance with ASTM E 547.

B. Energy Performance: Meets U.S. ENERGY STAR guidelines.

1.4 ACTION SUBMITTALS

A. Product data.

B. Shop Drawings:

1. Plans, elevations, sections, hardware, accessories, insect screens, operational clearances, and details of installation, including anchor, flashing, and sealant installation.

C. Samples: Manufacturer's standard color sheets, showing full range of available colors for each type of exposed finish.

D. Product Schedule: For vinyl windows. Use same designations indicated on Drawings.

E. Delegated Design Submittals: For reinforcing mullions, including analysis data signed and sealed by the qualified professional engineer responsible for their preparation.

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1.5 INFORMATIONAL SUBMITTALS

A. Product test reports.

B. Field quality-control reports.

C. Sample warranties.

1.6 CLOSEOUT SUBMITTALS

A. Warranty documentation.

1.7 QUALITY ASSURANCE

A. Installer Qualifications: Authorized representative who is trained and approved by vinyl window manufacturer.

B. Delegated Design Engineer Qualifications: A professional engineer who is legally qualified to practice in state where Project is located and who is experienced in providing engineering services of the type indicated.

C. Testing Agency Qualifications: An FGIA-accredited testing agency for testing indicated.

1.8 WARRANTY

A. Special Warranty: Manufacturer agrees to repair or replace vinyl windows that fail in materials or workmanship within specified warranty period.

1. Warranty Period:

a. Window: 10 years from date of Substantial Completion.

b. Glazing Units: 10 years from date of Substantial Completion.

PART 2 - PRODUCTS

2.1 VINYL WINDOWS

A. Basis-of-Design: Provide vinyl window products manufactured my Pella, series 250 or equal product evaluated and approved using the process described in Section 012500 – Substitution Procedures.

B. Provide manufacturer's standard vinyl window assemblies consisting of frames, sashes, glass, hardware, fasteners, and all components and accessories as required for a complete installation.

C. Operable Windows: Casement and double hung as indicated on drawings.

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1. Frame: Mitered and heat fused to provide fully welded corner. Select softwood, water-repellent, preservative-treated in accordance with WDMA I.S.-4.; includes water-repellency, three active fungicides and an insecticide applied to the frame.

a. Overall Frame Depth: 3-1/4 inches or as indicated on drawings

2. Jamb Extensions: Factory applied.

D. Sill: Fitted with weeps.

E. Sash Members:

1. Extruded, rigid, uPVC with foam insulation complying with AAMA 303, having minimum ignition temperature 824 degrees F. when tested in accordance with ASTM D 1929.

2. Mitered and heat fused to provide fully welded corner.

3. Contains sealed insulating glass.

4.

F. Interior and Exterior Frame Surfaces: Extruded, rigid, polyvinyl chloride (uPVC) complying with AAMA 303, having minimum ignition temperature 824 degrees F. when tested in accordance with ASTM D 1929.

1. Exterior: Black.

2. Interior: White.

G. Glazing:

1. Float Glass: ASTM C 1036.

2. Glass Type: Tempered safety glass, ASTM C 1048.

3. Dual-Pane Insulating Glass:

a. Total Thickness 3/4 inch.

b. Advanced Low-E coated, with argon.

4. Weatherstripping: Fin-type, pile and an extruded bulb around perimeter.

2.2 HARDWARE

A. Casement Windows:

1. Gear-Type Rotary Operators: Complying with AAMA 901 when tested in accordance with ASTM E405, Method A. Provide operators that function without requiring the removal of interior screens or using screen wickets.

2. Hinges: Manufacturer's standard type for sash weight and size indicated.

3. Single-Handle Locking System: Operates positive-acting arms that pull sash into locked position.

Provide one arm on sashes up to 29 inches (735 mm) tall and two arms on taller sashes.

4. Egress Hardware: Side Pivot Hardware.

5. Weatherstripping: Fin-type, pile and an extruded bulb around perimeter.

B. Hung Windows:

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1. Balances: Inverted Constant Force Stainless Steel Coil Balances.

2. Locks: Factory-installed, zinc-die-cast, self-aligning, cam-action locks located on check rail.

3. Sash Locks: Two sash locks installed on windows with minimum of 29-1/2 inches frame width.

4. Fasteners: Corrosion-resistant, PVC-compatible material.

5. Hardware Finish: Matches window interior.

6. Window Opening Control Device:

a. Complies with ASTM F2090-17

b. Factory Installed

2.3 Screens:

A. Compliance:

1. ASTM D 3656.

2. SMA 1201

B. Screen Cloth: Black, vinyl-coated, 18/18 mesh, fiberglass screen cloth.

C. Screen set in roll formed coil aluminum frame and fitted to interior of windows.

2.4 TOLERANCES

A. Windows shall accommodate the following opening tolerances:

1. Horizontal Dimensions Between High and Low Points: Plus 1/4 inch, minus 0 inch.

2. Width Dimensions: Plus 1/4 inch, minus 0 inch.

2.5 FINISH

A. Black laminate exterior, consisting of a solar reflective coating exceeding AAMA 307 test requirements, with White integral color extruded throughout the profiles on the interior. Laminate thickness is 9.4mm and is made of 75% PVC with a top layer of Polymethyl methacrylate (PMMA).

2.6 Interior Insulating-Foam Sealant: Low-expansion, low-pressure polyurethane insulating window and door foam sealant.

A. Exterior Perimeter Sealant: “Pella Window and Door Installation Sealant” or equivalent high quality, multi-purpose sealant as specified in the joints sealant section.

PART 3 - EXECUTION

3.1 EXAMINATION

A. Examine rough opening to receive vinyl awning windows.

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B. Verify rough opening is plumb, level, square, and of proper dimensions.

C. Verify a minimum of 1-1/2 inches of solid wood blocking is installed around perimeter of rough opening.

D. Notify Architect of conditions that would adversely affect installation or subsequent use.

E. Do not proceed with installation until unsatisfactory conditions are corrected.

3.2 INSTALLATION

A. Install vinyl awning windows in accordance with manufacturer's instructions.

B. Install windows plumb, level, square, and without distortion.

C. Maintain alignment with adjacent work.

D. Install windows to be weathertight.

E. Install windows to be freely operating.

F. Verify proper operation of operating hardware.

G. Integrate window installation with exterior weather-resistant barrier using flashing/sealant tape.

1. Apply and integrate flashing/sealant tape with weather-resistant barrier using watershed principles in accordance with window manufacturer's instructions.

3.3 Seal windows to exterior wall cladding with sealant and related backing materials at perimeter of assembly.

A. Place interior seal around vinyl window perimeter to maintain continuity of building thermal and air barrier using [backer rod and sealant] [insulating-foam sealant].

3.4 FIELD QUALITY CONTROL

A. Field Testing: Field water testing shall be conducted in accordance with ASTM E1105 Test Procedure B.

The test pressure shall be based on the maximum positive components and cladding design pressure.

Utilizing the AAMA 502 field test reduction, the water test pressure is 10% of the maximum positive design pressure.

3.5 CLEANING AND PROTECTION

A. Clean exposed surfaces immediately after installing windows using manufacturer's written instructions.

Remove excess sealants, glazing materials, dirt, and other substances.

B. Remove and replace sashes if glass has been broken, chipped, cracked, abraded, or damaged during construction period.

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C. Protect window surfaces from contact with contaminating substances resulting from construction operations. If contaminating substances do contact window surfaces, remove contaminants immediately in accordance with manufacturer's written instructions.

3.6 PROTECTION

A. Protect installed vinyl awning windows to ensure that, except for normal weathering, windows will be without damage or deterioration at time of substantial completion.

END OF SECTION 085313

NON-STRUCTURAL METAL FRAMING

092216 - 1

SECTION 092216 - NON-STRUCTURAL METAL FRAMING

1.1 SUMMARY

A. Section Includes:

1. Non-load-bearing steel framing systems for interior partitions.

2. Resilient sound isolation clips.

1.2 ACTION SUBMITTALS

A. Product Data: For each type of product.

1.3 INFORMATIONAL SUBMITTALS

A. Product Certificates: For each type of code-compliance certification for studs and tracks.

PART 2 - PRODUCTS

2.1 FRAMING SYSTEMS

A. Framing Members, General: Comply with ASTM C754 for conditions indicated.

1. Steel Sheet Components: Comply with ASTM C645 requirements for steel unless otherwise indicated.

2. Protective Coating: ASTM A653/A653M, G40 (Z120) hot-dip galvanized unless otherwise indicated.

B. Studs and Tracks: ASTM C645. Use either conventional steel studs and tracks or embossed, high-strength steel studs and tracks.

1. Minimum Base-Steel Thickness: 0.0190-inch (0.483 mm).

2. Depth: As indicated on Drawings.

C. Flat Strap and Backing Plate: Steel sheet for blocking and bracing in length and width indicated.

1. Minimum Base-Steel Thickness:…