PDX Roots Studio Final Interview Packet

Page 1

PDX FOOD CART PROJECT

ROOTS STUDIO


CONTENTS

PROJECT OVERVIEW SITE DESCRIPTION DESIGN CONCEPT PRELIMINARY DESIGN DRAWINGS PROJECT SCHEDULE DESIGN FEE PROPOSAL CONTRACT CONSTRUCTION DOCUMENTS COST ESTIMATES SPECIFICATIONS RFI AND RESPONSE SITE VISIT REPORT

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PROJECT OVERVIEW

SUMMARY

+ +

PDX ROOTS STUDIO

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The Oregon Food Bank is teaming up with New Directions for Youth to create an exciting new project in Portland, Oregon called Farm Fresh Food. This partnership shares the goals of bringing the community together by providing comprehensive services that offer opportunity, education, and hope to those in need. Farm Fresh Food is a program that works with at-risk youth to experience employment in the food service industry while learning the methods and benefits of preparing meals in a healthy and sustainable way. Participants in the Farm Fresh Food program will first complete series of training workshops designed to help prepare each individual for a food service position with the Farm Fresh Food cart, located at the Cartopia Food Cart pod on SE 12th Avenue and Hawthorne Boulevard. Each participant will learn about the process of acquiring food from local farmers, cleaning and storing fresh produce, and preparing healthy meals to be sold and served at the food cart. This project is a direct opportunity for a nutritionally-based food service job, while also being a program that supports indirect learning to help individuals acquire skills like positive communication, customer service, and responsibility.

GOALS • • • • • •

F

Provide a clean and safe working environment Teach proper handling of fresh foods Portray a healthy image of sustainable foods to greater community to support proper nutrition. Create a supportive framework to encourage positive community interaction & customer service skills Maintain a cohesive aesthetic throughout the business that displays the positive message of our collaborators Provide job opportunities to at-risk youth through food service that gives them the skills to help them achieve long-term positive results • Cultivating responsible attitudes for health and job outlook

F F Farm Fresh Food

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SITE DESCRIPTION The site is located at SE 12th Avenue and SE Hawthorne Boulevard within the Cartopia food cart pod. The Cartopia pod is an eighty-five foot square, surface parking lot with covered seating for 72-96 people that is centrally located and ADA accessible. Cartopia is located within the SE neighborhood area that is a mix of retail/light industrial businesses that is also near several schools, churches, and parks. The site is highly visible due to its corner lot location on a frequently traveled street. The site is also near two bus lines that service four bus routes, which connect to the greater network of the Portland public transit system.

Nearby At Risk Youth Programs/Organizations:

Nearby Public Transportation:

Nearby Local Businesses:

• • • • •

• Bus Routes: 4, 10, 14, 15, 70 • Lightrail: Portland Streetcar

• • • • • • •

Insight Teen Parent Program Albertina Kerr Center p:ear Road Warriors (New Avenues for Youth) Fuego/Phoenix Rising Program

PDXROOTS STUDIO

Portland Engine Rebuilders Madison’s Grill Equal Exchange Co-Op Portland Hawthorne Guest House (hostel) Studio 3 Photography School of Rock Music ActivSpace (Affordable Artists’ Space)

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SITE DESCRIPTION

Food Carts at the Cartopia Food Cart Pod:

Seating Area

• • • • • •

Bubba Bernie’s el Brasero Perierra Creperie Potatoe Champion Pyro Pizza Whiffie’s Fried Pies

Main Seating Area

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DESIGN CONCEPT

DESIGN APPROACH AND INTENT

Using an existing food truck, PDX Roots Studio will modify the exterior of a standard food service truck to bring a more lively and upbeat vibe to the Cartopia food area. We will stand out by painting the food cart truck bright “fresh” colors like the food we are serving/or with graphics of fresh fruits and veggies (i.e. oranges, strawberries, kales, Swiss chard, eggplant, blueberries, mushrooms, avocado, squash). We will provide a covered area for placing orders and making transactions with a six-foot, collapsible canopy. The interior will be clean and clear of clutter to accommodate the individuals working. The interior will be designed to promote ease of access and understanding of the food preparation and storage.

PROGRAM REQUIREMENTS

• Include a unique presence and concept that support the mission of New Directions for Youth and the Oregon Food Bank • Include a covered area for placing orders and completing transactions • Accommodate a covered eating area for at least 4 users • Incorporate all required food storage and preparation equipment necessary for a typical business day • Include clear and visible signage • Provide appropriate lighting

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DESIGN CONCEPT Double Counter Sink Counter space for food prep Overhead storage

Truck included as a component for convenience

Covered outdoor awning for walk up window

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PRELIMINARY DESIGN DRAWINGS 1’-6”

9’

ELEVATION 6’

SECTIONS 1’ - 9”

1’ - 6”

10’ - 6”

2’ - 3” 4’-6” 7’ - 0” 2’ - 10” 5’

FLOOR PLAN

1’ 1’

3’

2’-6”

2’

1’ 3’ - 3”

7’ - 0”

2’ 1’-6”

2’ - 0”

2’-9”

3’ - 0” 2’- 3” 2’ - 6”

6’ - 10”

PDXROOTS STUDIO

3’ - 7”

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PROJECT SCHEDULE Project Schedule:

2013 April

Contract Negotiations

May

4/15

Owner Review and Approval

4/16

August

September

October

November

5/6

Preliminary Design Fee Estimate

5/13

Owner Review and Approval

5/14

Plan Review and Approval

July

4/8

Site Analysis and Programming

Schematic Design

June

5/31

Design Development

7/15

Cost Estimate and Reconciliation

7/22

Owner Review and Approval

7/23

Construction Documents Construction Activities

9/23 11/18

Closeout

11/25

Occupancy

11/26

Notes: 1. Schedule indicates project milestones only. Delay in owner response or approval can impact the overall schedule and occupancy date. 2. Changes in scope of work or complexity of design may impact schedule.

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DESIGN FEE PROPOSAL Site Analysis and Programming Principal Design Architect Construction Manager Project Engineer Drafting and Graphics

2 8 2 2 6

$125 $100 $100 $70 $60

$250 $800 $200 $140 $360

$1750

Schematic Design Principal Design Architect Construction Manager Project Engineer Drafting and Graphics

4 8 3 3 10

$125 $100 $100 $70 $60

$500 $800 $300 $210 $600

$2410

Design Development Principal Design Architect Construction Manager Project Engineer Drafting and Graphics

4 12 8 8 15

$125 $100 $100 $70 $60

$500 $1,200 $800 $560 $900

$3960

Construction Documents Principal Design Architect Construction Manager Project Engineer Drafting

2 20 8 12 30

$125 $100 $100 $70 $60

$250 $2,000 $800 $840 $1,800

$5690

Construction Activities Principal Design Architect Construction Manager Project Engineer Drafting (Record Drawings)

2 8 18 5 8

$125 $100 $100 $70 $60

$250 $800 $1,800 $350 $480

$3680

Discount:

$17,490 $6,996 $10,494

Design Fee Subtotal: Discount Factor: 40% Total Project Design Fee:

Notes: 1. Project Design Fee does not include fees for PDX Roots Studio construction crew or outside construction crew fees at this time. Construction crew fees will be included in construction cost estimate after completion of design development phase. 2. Discount factor applied to select community non-profit organizations to reduce the financial burden of the project and to support the community engagement mission of PDX Roots Studio.

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CONTRACT April 23, 2013 This is an agreement between PDX Roots Studio and New Directions Youth regarding a food cart on the NE corner of SE12th and Hawthorne St. Table of Articles A1 General Provisions A2 Owner A3 Design-Builder A4 Date of Commencement and Substantial Completion A5 Contract Sum A6 Changes in the Work A7 Payments A8 Termination or Suspension of the Design-Build Contract Article A.1 General Provisions A1.1 Basic Definitions A1.1.1 Project Criteria The F3 Food truck is a design-build project commissioned through New Direction for Youth contracted to PDX Roots studio. The scope of the project includes a schematic design phase, design development, construction documents, and a design review before final commencement of building off site.

A2 Owner

A.3.2 Construction

A2.1.1 New Directions for Youth shall provide PDX Roots with information regarding the requirements and limitations of the project including a written program that will outline the owner’s objectives, schedule, criteria, space requirements, special equipment, systems, and site requirements.

A3.2.1 The Design-Builder shall perform no construction Work prior to the Owner’s review and approval of the construction documents.

A2.1.2 PDX Roots may rely on the accuracy and completeness of the information provided by the owner. A2.1.3 New Directions for Youth shall be responsible to provide surveys describing the physical characteristics, legal limitation, and utility location for the site of this Project, and a written legal description of the site. A2.2 The Owner may obtain independent review of the Design-Builder’s design, construction and other documents by a separate architect, engineer, and contractor or cost estimator. Such independent review shall be undertaken at the owner’s expense in a timely manner and shall not delay the orderly progress of the Work. A2.3 The owner shall promptly obtain easements, zoning variances, and legal authorizations regarding site utilization where essential to the execution of the Owner’s program. A3 Design-Builder

A1.1.2 Design-Builder The Design-Builder is the person lawfully licensed to practice architecture and to perform all or a portions of the construction required with the Work. A1.1.3 Subcontractor A subcontractor is a person or entity who has the direct contract with the Design-Builder to perform a portion of the construction required in connection with the Work at the Site. A1.1.4 The work The term “Work” means the design, construction and services required by the Design-Build Documents, whether completed or partially completed, and include all other labor, materials, equipment and services or to be provided by the Design-Builder to fulfill the Design-Builder’s obligations. A1.1.5 The project The project is the total design and construction of which the Work performed under the Design-Builder. Documents may be the whole or a part, and which may include design and construction by the owner or separate contractors. PDXROOTS STUDIO

A.3.1.1 When applicable law requires that services be performed by licensed professionals, the Design-Builder shall provide those services through the performance of qualified persons.

A3.2.2 When the Design-Build Documents require that a Contractor provide professional design services, The Design Builder shall cause professional design services or certifications to be provided by a properly licensed professional, whose signature and seal shall appear on all drawings, calculations, specifications, certifications, Shop Drawings and other submittals prepared by such professional. A3.2.3 The Design-Builder shall be solely responsible for and have control over all construction means, methods, techniques, sequences and procedures and for coordinating all portions of the Work under the Designbuild Documents. A3.3 Labor and Materials A3.3.1 When a material is specified in the Design-Build Documents, the Design-Builder may make substitutions only with the consent of the Owner and, if appropriate, in accordance with a Change Order. A3.4 Permits, Fees and Notices A3.4.1 The Design-Builder shall secure and pay for building and other permits and governmental fees, licenses and inspections necessary for the proper execution and completion of the work which are customarily secured after execution of the Design-Build Contract and which were legally required on the date the Owner accepted the Design-Builder’s proposals. A3.5 Schedule

A3.1.2 The Design-Builder shall be responsible to the Owner for the acts and omissions of the Design-Builder’s employees. A3.1.3 The Design-Builder shall carefully study and compare the DesignBuild Documents, materials and other information provided by the Owner pursuant, shall take fields measurements of any existing conditions related to the Work, and report promptly to the Owner any errors, inconsistencies discovered.

A3.5.1 The Design-Builder shall prepare and submit for the Owner’s information the Design-Builder’s schedule for the Work. The schedule shall not exceed time limits and shall be in such detail required under the DesignBuild Documents, shall be revised at appropriate intervals as required by the conditions of the Work and the Project. A4 Date of Commencement and Substantial Completion

A3.1.4 Upon the Owner’s written approval of the design documents submitted by the Design-builder, the Design Builder shall provide construction documents for review and approval by the Owner.

A4.1 The date of Commencement of the Work shall be the date of this Agreement.

A3.1.5 The Design-Builder shall meet with the Owner periodically to review progress of the design and construction documents.

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CONTRACT A4.2 The date of Substantial Completion shall be November 18, 2013 with an occupancy date of November 26, 2013. This schedule may be modified by the Design-Builder due to delays in Owner approval, changes in scope or complexity of design. A5 Contract Sum A5.1 The Owner shall pay the Design-Builder the Contract Sum in current funds for the Design-Builder’s performance of the Design-Build Contract. The Contract Sum shall be a Stipulated Sum in Accordance with Section A5.2. A5.2 The Stipulated Sum shall be $10,494 dollars for design fees only, subject to additions and deductions as provided in the Design-Build Documents. Additional fees for PDX Roots Studio Construction Crew will be estimated after the Design Development phase has been completed and approval by the Owner to proceed with Construction Documents is received.

A7.3.1 Applications for Payment where the Contract Sum is based on a Stipulated Sum shall indicate the percentage of completion of each portion of the Work as of the end of the period covered by the Application for Payment. A7.3.2 Subject to other provisions of the Design-Build Documents, the amount of each progress payment shall be computed as follows: 1. Take that portion of the Contract Sum properly allocable to completed Work as determined by multiplying the percentage of completion of each portion of the Work by the share of the Contract Sum allocated to that portion of the Work in the schedule of values, less retainage of 15% on the Work, other than services provided by design professionals and other consultants retained directly by the Design-Builder. A7.3.3 Final Payment, constituting the entire unpaid balance of the Contract Sum, shall be made by the owner to the Design-Builder no later than 30 days after the Design-Builder has fully performed the DesignBuild Contract, except for the Design-Builder’s responsibility to correct non-conforming Work discovered after final payment or to satisfy other requirements, if any, which extend beyond final payment.

This agreement represents the entire and integrated agreement between New Directions for Youth and PDX Roots Studio and supersedes all prior negotiations, representations or agreements, written or oral. This agreement may be amended only by written instrument signed by both the Owner and Architect PDX Roots Studio

New Directions for Youth

Sign: _____________________ Sign: ______________________ Jackie Davis, FAIA, LEED AP Yolanda McKinney, Program Director Sign: _____________________ Jen Huang, AIA, LEED AP Sign: _____________________ Beth Lavelle, LEED AP, CDT

A6 Changes in the Work A6.1 Changes in the work may be accomplished through Change Orders upon agreement between the Owner and Design-Builder. A6.2 A Change Order is a written instrument signed by the Owner and Design-Builder stating their agreement upon the following: 1. A change in the work 2. The amount of the adjustment in the Contract Sum 3. The extent of the adjustment in the Contract Time A7 Payments A7.1 Based on Applications for Payment submitted to the Owner by the Design-Builder, the Owner shall make progress payments on account of the Contract Sum to the Design-Builder as provided below and elsewhere in the Design-Build Documents. A7.2 The period covered by each Application for Payment shall be one calendar month ending on the last day of the month.

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A8 Termination or Suspension of the Design-Build Contract A8.1 The Design-Builder may terminate the Design-Build Contract if the Work is stopped for a period of 30 or more consecutive days through no act of fault of the Design-Builder, Contractor, Subcontractor, of their agents performing portions of the Work for any of the following reasons: 1. issuance of an order of a court of other public authority having jurisdiction which requires all Work to be stopped, 2. an act of government, such as declaration of national emergency which requires all Work to be stopped; or, 3. the Owner has failed to make payment to the Design-Builder in accordance with the Design-Build Documents. A8.2 The Owner may terminate the Design-Build Contract if the DesignBuilder: 1. repeatedly refuses or fails to supply enough properly skilled workers or materials, 2. persistently disregards laws, ordinances, or rules, regulations, or orders of a public authority having jurisdiction; or, 3. otherwise is guilty of substantial breach of a provision of the Design-Build Documents.

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PROJECT INFORMATION: OWNER: NEW DIRECTIONS FOR YOUTH

PDX

DRAWING SYMBOLS:

ARCHITECT: PDX ROOTS STUDIO ADDRESS: SW HAWTHORNE AND 12TH AVE PORTLAND OR SCOPE: DESIGN AND CONSTRUCTION FOR MODIFICATION OF EXISTING FOOD CART ON NEW SITE.

3 A2 2 A3

3

ELEVATION

N

NORTH ARROW

ROOTS STUDIO

FARM FRESH FOOD SECTION

1 A4

DETAIL CALLOUT

EQUIPMENT ID

MANAGING PARTNER: J.DAVIS PROJECT MANAGER: B. LAVELLE DRAWN BY: B. LAVELLE ISSUE: CONSTRUCTION DOCUMENTS 05/28/13

TITLE SHEET

A0


PDX ROOTS STUDIO


PDX ROOTS STUDIO


PDX ROOTS STUDIO

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PDX ROOTS STUDIO


COST ESTIMATE Material Construction 3'-0" Metal Frame, Door, and Hardware Vinyl Tile Flooring Vinyl Wall Base Stainless Steel Countertops Interior Paint Exterior Paint Sink Fire Extinguisher Commercial Electric Cooktop Commercial Dishwasher Light fixtures, switching, and wiring Electrical raceway and wiring Awning Ventilation system and wiring

Quantity Cost/Unit 1 $1,000.00 79.5 $10.00 20.833 $1.00 20.666 $300.00 400 $3.00 1600 $5.00 1 $1,000.00 1 $150.00 1 $600.00 1 $1,000.00 6 $400.00 50 $30.00 1 Donated 1 $2,000.00

Unit

Total

EA SF LF LF SF SF EA EA

1,000.00 795.00 20.83 6,199.80 1,200.00 8,000.00 1,000.00 150.00 600.00 1,000.00 2,400.00 1,500.00 0.00 2,000.00 25,865.63

EA LF EA

General Conditions Clean up and misc. Delivery

1 1

$3,000.00 LOT $1,000.00 LOT

15% Market Conditions Rounding Amount

1 1

LOT LOT

Total:

PDXROOTS STUDIO

3,000.00 1,000.00 29,865.63 34,345.48 654.52 35,000.00

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SPECIFICATIONS

SPECIFICATIONS

F3 FOOD CART – PROJECT SPECIFICATIONS PDX ROOTS STUDIO TABLE OF CONTENTS DIVISION 00 – PROCUREMENT AND CONTRACTING REQUIREMENTS 000101 000107 001115 001116 003113 003119 003143 004113 004313 004321 004322 004373 004393 005100

PROJECT TITLE PAGE SEALS PAGE LIST OF DRAWING SHEETS INVITATION TO BID PRELIMINARY SCHEDULE EXISTING CONDITION INFORMATION PERMIT APPLICATION BID FORM – STIPULATED SUM (SINGLE PRIME CONTRACT) BID SECURITY FORM ALLOWANCE FORM UNIT PRICES FORM PROPOSED SCHEDULE OF VALUES FORM BID SUBMITTAL CHECKLIST NOTICE OF AWARD

DIVISION 01 – GENERAL REQUIREMENTS 011000 012100 012200 012500 012600 012900 013100 013200 013233 013300 014200 016000 017300 017419 017700 017823 017839 017900 019113

SUMMARY ALLOWANCES UNIT PRICES SUBSTITUTION PROCEDURES CONTRACT MODIFICATION PROCEDURES PAYMENT PROCEDURES PROJECT MANAGEMENT AND COORDINATION CONSTRUCTION PROGRESS DOCUMENTATION PHOTOGRAPHIC DOCUMENTATION SUBMITTAL PROCEDURES REFERENCES PRODUCT REQUIREMENTS EXECUTION CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL CLOSEOUT PROCEDURES OPERATION AND MAINTENANCE DATA PROJECT RECORD DOCUMENTS DEMONSTRATION AND TRAINING GENERAL COMMISSIONING REQUIREMENTS

DIVISION 02 – EXISTING CONDITIONS (NOT APPLICABLE) DIVISION 03 – CONCRETE (NOT APPLICABLE)

PDXROOTS STUDIO

DIVISION 04 – MASONRY (NOT APPLICABLE) DIVISION 05 – METALS 055000 METAL FABRICATIONS 057100 DECORATIVE METAL DIVISION 06 – WOOD, PLASTICS, AND COMPOSITES (NOT APPLICABLE) DIVISION 07 – THERMAL AND MOISTURE PROTECTION (NOT APPLICABLE) DIVISION 08 – OPENINGS 081113 083300 085113 086200 087100 088000

HOLLOW METAL DOORS AND FRAMES COILING COUNTER DOORS ALUMINUM WINDOWS UNIT SKYLIGHTS DOOR HARDWARE GLAZING

DIVISION 09 – FINISHES 092300 096513 096519 099113 099123

GYPSUM PLASTERING RESILIENT BASE AND ACCESSORIES RESILIENT TILE FLOORING EXTERIOR PAINTING INTERIOR PAINTING

DIVISION 10 – SPECIALTIES 101100 101423 104413 104416

VISUAL DISPLAY UNITS PANEL SIGNAGE FIRE PROTECTION CABINETS FIRE EXTINGUISHERS

DIVISION 11 – EQUIPMENT 112000

FOODSERVICE EQUIPMENT

DIVISION 12 – FURNISHINGS 12355 6 123616

METAL CASEWORK METAL COUNTERTOPS

DIVISION 13 – SPECIAL CONSTRUCTION (NOT APPLICABLE) DIVISION 14 – CONVEYING EQUIPMENT

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SPECIFICATIONS

SPECIFICATIONS

(NOT APPLICABLE)

SECTION 083300

DIVISION 22 - PLUMBING 221113 221319 224216

FACILITY WATER DISTRIBUTION PIPING SANITARY WASTER PIPING SPECIALTIES COMMERCIAL SINKS

DIVISION 23 – HEATING VENTILATION AND AIR CONDITIONING 230800

PART 1 1.1

INTERIOR LIGHTING EXTERIOR LIGHTING

1.2

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

(NOT APPLICABLE) DIVISION 32 – EXTERIOR IMPROVEMENTS

1.4

(NOT APPLICABLE) DIVISION 33 – UTILITIES

3.A.

ASTM International (ASTM): 3.A.1. ASTM A 653 - Standard Specification for Steel Sheet, Zinc-Coated (Galvanized) or Zinc-Iron Alloy-Coated (Galvannealed) by the Hot-Dip Process. 3.A.2. ASTM E 84 - Standard Test Method for Surface Burning Characteristics of Building Materials.

3.B.

National Fire Protection Association (NFPA): NFPA 80 - Standard for Fire Doors and Other Opening Protectives.

SUBMITTALS 4.A.

Submit under provisions of Section 013300.

4.B.

Product Data: Manufacturer's specifications and technical data including the following: 4.B.1. Detailed specification of construction and fabrication, gauge and type of metal; parts list; name, address, and phone number of installing distributor; and operating and maintenance instructions. 4.B.2. Installation methods including size and location of mounting bolts. 4.B.3. Brochure.

4.C.

Shop Drawings: Indicate dimensions, description of materials and finishes, general construction, specific modifications, anchorage methods, hardware, including specific requirements indicated. 4.C.1. Indicate location of motor operator. 4.C.2. Height and width dimensions and jamb conditions. 4.C.3. Opening sizes. 4.C.4. Details of slats or corrugated sheets. 4.C.5. Track, jambs, and hardware.

4.D.

Selection Samples: For each finish specified, two complete sets of color chips representing manufacturer's full range of available colors and patterns, if requested.

(NOT APPLICABLE)

1.5

QUALITY ASSURANCE 5.A.

1.6

Installer Qualifications: Acceptable to or licensed by manufacturer.

DELIVERY, STORAGE, AND HANDLING 6.A.

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Section 09900 - Painting: Field applied finish.

REFERENCES

(NOT APPLICABLE) DIVISION 31 – EARTHWORK

Rolling steel counter doors.

RELATED SECTIONS 2.A.

1.3

GENERAL

SECTION INCLUDES 1.A.

COMMISSIONING OF HVAC

DIVISION 26 – ELECTRICAL 265100 265600

COILING COUNTER DOORS

Store products in manufacturer's unopened packaging until ready for installation.

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SPECIFICATIONS 6.B. 1.7

Maintain environmental conditions, humidity, and ventilation within limits recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

8.A.

Manufacturer shall warrant all equipment against defects in material and/or faulty workmanship for a period of twelve months from date of factory shipment. Should any product be defective due to defect in material or faulty workmanship within the twelve month period,the Manufacturer, upon notification, shall correct this problem by repairing or replacing such defective product. ASTA Door Corporation is not liable for incidental or consequential damages. This warranty gives the Owner specific rights, which may vary state to state. This warranty does not include normal wear, damage beyond the manufacturer's control, or replacement labor.

8.B.

Contractor shall promptly, and without inconvenience and cost to Owner, correct said deficiencies through installing dealer. 8.B.1. Failure due to defective materials and workmanship. 8.B.2. Failure due to design or installation performance to resist wind loading.

8.C.

Manufacturer shall be notified immediately of defective products, and be given a reasonable opportunity to inspect the goods prior to return. Manufacturer will not assume responsibility, or compensation, for unauthorized repairs or labor. PRODUCTS

MANUFACTURERS

1.A. Basis of Design Manufacturer: Asta Door Corporation.

PART 3

1.B. Substitutions: Permitted with Architect’s approval.

3.1

1.C. 2.2

2.A.5. Barrel Assemblies: 2.A.5.a. Barrels: Fabricated from minimum 4-1/2 inch (114 mm) O.D. pipe. 2.A.5.a.1) Deflection Under Full Load: Less than 0.03 inch (0.76 mm) per ft of span. 2.A.5.a.2) Curtain Attachment: Barrel provided with threaded rings or lugs welded to the barrel assembly. 2.A.5.b. Springs: 2.A.5.b.1) Spring tension assembly supported within barrel by precision ball bearings. 2.A.5.b.2) Curtain weight counterbalanced by oil-tempered, helically wound torsion springs, grease packed. 2.A.5.b.3) Mounted to steel torsion shaft with cast spring plug. 2.A.5.b.4) Assembly Type: Provide optional higher cycle spring assembly. 2.A.6. Head Plates: 2.A.6.a. Headplates for mounting curtain, hood and barrel assemblies fabricated from steel plates plate. 2.A.6.b. Drive side of barrel to be provided with precision sealed ball bearing in cast iron housing. 2.A.7. Guide Assemblies: 2.A.7.a. Guides: For stainless steel shutters; box shaped, No. 4 polished stainless steel with integral bell mouths and curtain stops. 2.A.8. Hoods: 2.A.8.a. Fabricated from minimum 24 gauge galvanized steel, aluminum or stainless steel sheet shaped to fit within the headplates. 2.A.8.b. Intermediate hood supports furnished as required. 2.A.9. Locking: For stainless steel shutters provide stainless steel slide locks provided with stainless steel curtains. 2.A.10. Finishes: 2.A.10.a. Stainless Steel Shutters: No. 4 polished finish curtain, guides, and bottom bar.

WARRANTY

PART 2 2.1

Store and dispose of solvent-based materials, and materials used with solvent-based materials, in accordance with requirements of local authorities having jurisdiction.

PROJECT CONDITIONS 7.A.

1.8

SPECIFICATIONS

Rolling Steel Counter Shutters: CS500 Series as manufactured by ASTA Door Corporation. 2.A.1. Product: Model CS566 - Rolling Counter Shutter / 22 Gauge Stainless Steel. 2.A.2. Operation: Standard, manual push-up. 2.A.3. Mounting: Interior face mounted on a prepared opening. 2.A.4. Curtains: 2.A.4.a. Slats / Endlocks: 2.A.4.a.1) Extruded, interlocking aluminum slats, interlocking roll-formed slats in 22 gauge steel or interlocking roll-formed 22 gauge No. 4 polished stainless steel slats, 2.A.4.a.2) Lateral slat movement and curtain wear controlled by nylon endlocks fastened to every other slat. 2.A.4.a.3) Slat Profile: 1-1/2 inches high by 1/2 inch deep (39 mm by 13 mm). 2.A.4.b. Bottom Bar: Extruded aluminum with integral lift rails and duel bottom astragal for aluminum and steel curtains. Stainless steel angles with astragal standard for stainless curtains. Two piece stainless steel tubular bottom bar with astragal (optional).

PDXROOTS STUDIO

EXAMINATION

1.A. Do not begin installation until openings have been properly prepared. Verify electrical service

Requests for substitutions will be considered in accordance with provisions of Section 01600.

supply.

ROLLING STEEL COUNTER SHUTTERS 2.A.

EXECUTION

3.2

1.B.

Verify clearance for operator and jamb width prior to fabrication of doors.

1.C.

Verify empty race way for controls and safety equipment is completed.

1.D.

If opening preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

INSTALLATION 2.A.

Install in accordance with manufacturer's instructions.

2.B.

Install doors plumb, true, and square in a rigid manner.

2.C.

Install related conduits and electrical/control wiring for complete installation for power source indicated. 2.C.1. Adjust hardware and automatic closing equipment. 2.C.2. Verify and coordinate terminal requirements with electrical. END OF SECTION

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SPECIFICATIONS

SPECIFICATIONS SECTION 096519

RESILIENT TILE FLOORING PART 1 1.1

GENERAL

2.3

QUALITY ASSURANCE AND REGULATORY REQUIREMENTS

2.4

B. If required, provide types of flooring and accessories supplied by one manufacturer, including leveling and patching compounds, and adhesives.

B. Provide threshold of thickness and width as shown on the drawings.

C. If required, provide flooring material to meet the following fire test performance criteria as tested by a recognized independent testing laboratory:

C. Provide resilient edge strips of width shown on the drawings, of equal gauge to the flooring, homogeneous vinyl or rubber composition, tapered or bullnose edge, with color to match or contrast with the flooring, or as selected by the Architect from standard colors available.

a. ASTM E 648 Critical Radiant Flux of 0.45 watts per sq. cm. or greater, Class I. b. ASTM E 662 (Smoke Generation) Maximum Specific Optical Density of 450 or less.

D. Provide metal edge strips of width shown on the drawings and of required thickness to protect exposed edges of the flooring. Provide units of maximum available length to minimize the number of joints. Use butt-type metal edge strips for concealed anchorage, or overlaptype metal edge strips for exposed anchorage. Unless otherwise shown, provide strips made of extruded aluminum with a mill finish.

SUBMITTALS A. Submit shop drawings, seaming plan, coving details, and manufacturer's technical data, installation and maintenance instructions for flooring and accessories. B. Submit the manufacturer's standard samples showing the required colors for flooring and applicable accessories. C. If required, submit the manufacturer's certification that the flooring has been tested by an independent laboratory and complies with the required fire tests.

1.6

PART 3 3.1

A. Deliver materials in good condition to the jobsite in the manufacturer's original unopened containers that bear the name and brand of the manufacturer, project identification, and shipping and handling instructions.

2.1

PRODUCTS

RESILIENT TILE FLOORING MATERIALS A. Provide EXCELON® ChromaSpin™ Tile Flooring manufactured by Armstrong World Industries, Inc., in encaustic or primer white, having a nominal total thickness of 1/8 in. (3.2 mm), 12 in. x 12 in. (305 mm x 305 mm), composed of polyvinyl chloride resin binder, plasticizers, fillers, and pigments with colors dispersed throughout its thickness. Vinyl composition tile shall conform to the requirements of ASTM F 1066, Class 2 – through pattern.

2.2

WALL BASE MATERIALS A. Provide 1/8 in. (3.2 mm) thick, 6 in. (15.24 cm) high Armstrong Color-Integrated Wall Base

PDXROOTS STUDIO

INSPECTION

B. Inspect subfloors prior to installation to determine that surfaces are free from curing, sealing, parting and hardening compounds; residual adhesives; adhesive removers; and other foreign materials that might prevent adhesive bond. Visually inspect for evidence of moisture, alkaline salts, carbonation, dusting, mold, or mildew.

B. Store materials in a clean, dry, enclosed space off the ground, and protected from the weather and from extremes of heat and cold. Protect adhesives from freezing. Store flooring, adhesives and accessories in the spaces where they will be installed for at least 48 hours before beginning installation.

PART 2

EXECUTION

A. Examine subfloors prior to installation to determine that surfaces are smooth and free from cracks, holes, ridges, and other defects that might prevent adhesive bond or impair durability or appearance of the flooring material.

ENVIRONMENTAL CONDITIONS

C. Maintain a minimum temperature in the spaces to receive the flooring and accessories of 65ºF (18ºC) and a maximum temperature of 100ºF (38ºC) for at least 48 hours before, during, and for not less than 48 hours after installation. Thereafter, maintain a minimum temperature of 55ºF (13ºC) in areas where work is completed. Protect all materials from the direct flow of heat from hot-air registers, radiators, or other heating fixtures and appliances.

ACCESSORIES A. For patching, smoothing, and leveling monolithic subfloors (concrete, terrazzo, quarry tile, ceramic tile, and certain metals), provide Armstrong [S-183 Fast-Setting Cement-Based Underlayment] [S-184 Fast-Setting Cement-Based Patch and Skim Coat] [S-194 Fast-Setting Cement-Based Patch and Underlayment].

A. Select an installer who is competent in the installation of Armstrong resilient tile flooring.

1.5

ADHESIVES A. For Tile Installation System, Full Spread: Provide Armstrong [S-515][S-521][S-700][S-750] Resilient Tile Adhesive under the tile and Armstrong S-725 Wall Base Adhesive at the wall base as recommended by the flooring manufacturer.

THIS SECTION INCLUDES A. Flooring and accessories as shown on the drawings and schedules and as indicated by the requirements of this section.

1.4

with a matte finish, conforming to ASTM F 1861, Type TV - Vinyl, Thermoplastic, Group 1 Solid, Style A – Straight.

C. Report conditions contrary to contract requirements that would prevent a proper installation. Do not proceed with the installation until unsatisfactory conditions have been corrected. D. Failure to call attention to defects or imperfections will be construed as acceptance and approval of the subfloor. Installation indicates acceptance of substrates with regard to conditions existing at the time of installation. 3.2

PREPARATION A. Remove paint, varnish, oils, release agents, sealers, and waxes. Remove residual adhesives as recommended by the flooring manufacturer. Remove curing and hardening compounds not compatible with the adhesives used, as indicated by a bond test or by the compound manufacturer's recommendations for flooring. Avoid organic solvents. B. For Tile Installation System, Full Spread or for Tile Installation System, Tile On , perform subfloor moisture testing in accordance with [ASTM F 2170, “Standard Test Method for Determining Relative Humidity in Concrete Slabs Using in-situ Probes”][ASTM F 1869,“Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride”] and Bond Tests as described in publication F5061, "Armstrong Guaranteed Installation System," to determine if surfaces are dry; free of curing and hardening compounds, old adhesive, and other coatings; and ready to receive flooring. [Relative humidity shall not exceed 80%.][MVER shall not exceed 5 lbs./1000 sq.

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22


SPECIFICATIONS ft./24 hrs.] On installations where both the Percent Relative Humidity and the Moisture Vapor Emission Rate tests are conducted, results for both tests shall comply with the allowable limits listed above. Do not proceed with flooring installation until results of moisture tests are acceptable. All test results shall be documented and retained. C. Vacuum or broom-clean surfaces to be covered immediately before the application of flooring. Make subfloor free from dust, dirt, grease, and all foreign materials. 3.03

INSTALLATION OF TILE FLOORING

SPECIFICATIONS SECTION 123556 CASEWORK PART 1 GENERAL 1.1

A.

A. Install flooring in strict accordance with the latest edition of "Armstrong Guaranteed Installation System", F-5061. B. Install flooring wall to wall before the installation of floor-set cabinets, casework, furniture, equipment, movable partitions, etc. Extend flooring into toe spaces, door recesses, closets, and similar openings as shown on the drawings.

1.2

B.

1.3

Vinyl-faced kitchen cabinets.

Related Sections include the following: 1.

Division 11 Section Commercial Appliances for appliances mounted in the kitchen casework.

REFERENCES A.

American National Standards Institute (ANSI).

B.

Builders Hardware Manufacturers Association (BHMA).

C.

Hardwood Plywood & Veneer Association (HPVA).

CLEANING AND PROTECTION

D.

Kitchen Cabinet Manufacturers Association (KCMA).

A. Perform initial maintenance according to the latest manufacturers requirements.

E.

Laminating Materials Association (LMA).

B. Protect installed flooring as recommended by the flooring manufacturer against damage from rolling loads, other trades, or the placement of fixtures and furnishings.

F.

National Electrical Manufacturers Association (NEMA).

B. Fill voids with plastic filler along the top edge of the resilient wall base or integral cove cap on masonry surfaces or other similar irregular substrates. C. Place resilient edge strips tightly butted to flooring, and secure with adhesive recommended by the edge strip manufacturer. Install edge strips at edges of flooring that would otherwise be exposed. 3.5

This section includes the following: 1.

INSTALLATION OF ACCESSORIES A. Apply top set wall base to walls, columns, casework, and other permanent fixtures in areas where top-set base is required. Install base in lengths as long as practical, with inside corners fabricated from base materials that are mitered or coped. Tightly bond base to vertical substrate with continuous contact at horizontal and vertical surfaces.

Drawings and general provisions of the contract, including General and Supplementary Conditions and Division 1 Specification Sections, apply to this Section.

SUMMARY A.

C. Install flooring on pan-type floor access covers. Maintain continuity of color and pattern within pieces of flooring installed on these covers. Adhere flooring to the subfloor around covers and to covers.Install flooring with adhesives, tools, and procedures in strict accordance with the manufacturer's written instructions. Observe the recommended adhesive trowel notching, open times, and working times. 3.4

RELATED DOCUMENTS

END OF SECTION

PDXROOTS STUDIO

1.4

DEFINITIONS A.

Exposed Surfaces of Casework: Surfaces visible when doors and drawers are closed, including visible surfaces in open cabinets or behind glass doors.

B.

Semi-exposed Surfaces of Casework: 1. Surfaces visible when behind opaque doors and drawer fronts are open, including interior faces of doors and interiors and sides of drawers. 2. Bottoms of wall cabinets are defined as semi-exposed.

C.

Concealed Surfaces of Casework: 1. Surfaces not usually visible after installation, including sleepers, web frames, dust panels, bottoms of drawers, and ends of cabinets installed directly against and completely concealed by walls or other cabinets.

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SPECIFICATIONS 2. 1.5

Tops of wall cabinets and utility cabinets are defined as concealed.

established dimensions. Provide fillers and scribes to allow for trimming and fitting.

SUBMITTALS A.

C.

Product Data: For the Following: 1.

Cabinets.

B.

Shop Drawings: For cabinets and countertops, include plans, elevations, details, and attachments to other work. Show materials, finishes, filler panels, hardware, edge and backsplash profiles, cutouts for plumbing fixtures, and methods of joining countertops.

C.

Material Samples for Initial Selection: Manufacturer’s color charts showing the full range of colors, textures, and patterns available for each type of material exposed to view.

D.

Product Samples for Verification: As Follows: 1. One full-size, finished base cabinet complete with hardware, doors, and drawers, but without countertop.

E.

1.6

SPECIFICATIONS

1.8

B.

Product Designations: Drawings indicate size, configurations, and finish material of casework by referencing designated manufacturer’s catalog numbers. Other manufacturer’s casework of similar sizes, similar door and drawer configurations, similar finish materials, and complying with the Specifications may be considered. Refer to Division 1 Section Substitutions.

2.1

2.2

MANUFACTURERS A.

Basis of Design Manufacturers: KraftMaid Cabinetry, Inc.

B.

Substitutions: Permitted with Architect’s approval.

C.

Requests for substitutions will be considered in accordance with provisions of Section 01600.

COLORS, TEXTURES, AND PATTERNS A.

2.3

1.7

Quality Standards: Unless otherwise indicated, comply with the following standards: 1. Cabinets: KCMA A161.1.

PROJECT CONDITIONS A.

B.

PDXROOTS STUDIO

Exposed Materials: Comply with the following: 1. Vinyl-Faced Fiberboard: Medium-density fiberboard complying with ANSI A208.2, milled to required shapes, with a thermoformed vinyl overlay applied in a vacuum or membrane press.

B.

Environmental Limitations: Do not deliver or install residential casework until building is enclosed, wet-work is complete, and HVAC system is operating and will maintain temperature and relative humidity at occupancy levels during the remainder of the construction period. Established Dimensions: Where residential casework is indicated to fit to other construction, establish dimensions for areas where casework is to fit. Coordinate construction to ensure that the actual dimensions correspond to

Colors, Textures, and Patterns: Match Architect’s samples

CABINET MATERIALS A.

C.

Coordinate layout installation of blocking and reinforcement in partitions for support of residential casework.

PART 2 PRODUCTS

Product Certificates: Signed by manufacturers of casework certifying that products furnished comply with specified requirements.

Source Limitations for Cabinets: Obtain cabinets through one source from a single manufacturer.

COORDINATION A.

QUALITY ASSURANCE A.

Field Measurements: 1. For cabinets: Where residential casework is indicated to fit existing construction, verify dimensions of existing construction by field measurements before fabrication and indicate measurements on Shop Drawings. Provide filler and scribe if necessary. 2. Field Measurements For Countertops: Verify dimensions of countertops by field measurements after base cabinets are installed but before countertop fabrication is complete. Coordinate fabrication schedule with construction progress to avoid delaying the Work.

Semi-exposed Materials: Unless otherwise noted, provide the following: 1. Vinyl-Faced Particleboard: Medium density particleboard complying with ANSI A208.1, Grade M-2 with an embossed, wood grain-patterned vinyl film adhesively bonded to particleboard. a.

C.

Provide vinyl film on both sides of shelves, dividers, and other components with two semi-exposed surfaces and semi-exposed edges.

Concealed Materials: Comply with the following:

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SPECIFICATIONS 1. Plywood: Any hardwood or softwood species, with no defects affecting strength or utility. 2.4

CASEWORK HARDWARE A.

General: Manufacturer’s standard units complying with BHMA A156.9, type, material, size, and finish as selected from manufacturer’s standard choices.

B.

Hinges: Concealed European-style, 6-way adjustable hinges.

C.

Drawer Guides: Undermount, self-closing drawer guides, designed to prevent rebound when drawers are closed; with nylon-tired, ball bearing rollers; and complying with BHMA A156.9, type B05091. 1. Standard extension runners with easy-release mechanism.

2.6

CABINET CONSTRUCTION A.

Face Style: Reveal overlay: door and drawer faces partially cover body or face frame.

B.

Face Frames: 3/4-by-1 1/2-inch (19-by-38-mm) solid wood.

C.

Door and Drawer Fronts:

D.

Exposed Cabinet Ends: 1/2-inch (12.7mm) thick, vinyl-faced particleboard.

E.

Cabinet Tops and Bottoms: 1/2-inch (12.7mm) thick, vinyl-faced particleboard or 1/2- inch (12.7mm) thick natural birch veneer-faced plywood, supported by and secured in rabbits in end panels and front face frame. Base Unit Top Rails: 3/4 by 2 3/4-inch solid wood, interlocking with end panels, and secured under pressure with glue and with mechanical fasteners. Base Unit Back Panels: 3/8-inch vinyl-faced or veneer particleboard fastened to rear edge of end panels and to top rail.

F. G. H.

Front Face Frame Drawer Rails: 3/4-by-1 1/2-inch solid wood fastened into face frame.

I.

Drawers: Fabricate with exposed fronts fastened to sub-front with mounting screws from interior of body. 1. Join sub-fronts, backs, and sides with glued dovetail joints. 2. Sub-fronts, backs, and sides: 3/4-inch (19mm)-thick solid wood.

J.

Shelves: 3/4-inch (19mm)-thick particleboard or 5/8-inch-(16mm)-thick plywood.

K.

Joinery: Rabbet backs flush into end panels and secure with concealed mechanical fasteners. Connect tops and bottoms of wall cabinets and bottoms of base cabinets to ends and dividers with mechanical fasteners. Rabbet tops bottoms, and backs into end panels.

L.

Factory Finishing: To the greatest extent possible, finish casework at the factory. Defer only final touch up until after installation.

SPECIFICATIONS 3.1

INSTALLATION A. Install casework with no variations in flushness of adjoining surfaces; use concealed shims. Where casework abuts other finished work, scribe and cut for accurate fit. Provide filler strips, scribe strips, and moldings in finish to match casework face. B.

Install casework without distortion so doors and drawers fit openings and are aligned. Complete installation of hardware and accessories as indicated.

C.

Install casework and countertop level and plumb to a tolerance of 1/8-inch in 8 feet (3mm in 2.4m).

D.

Fasten cabinets to adjacent units and to backing. 1.Fasten wall cabinets through back, near top and bottom, at ends and not less than 24 inches o. c.

E.

Protect finished surfaces from damage or staining resulting from subsequent work until Date of Substantial Completion. Repair or replace damaged cabinetwork, including warped or loose members.

END OF SECTION

PART 3 – EXECUTION

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SPECIFICATIONS

PART 1 1.1

SPECIFICATIONS SECTION 123616

1.A. Acceptable Manufacturer: Inter Dyne Systems Inc

METAL COUNTERTOPS

1.B. Substitutions: Permitted with architect’s approval. 1.C. Requests for substitutions will be considered in accordance with provisions of Section 01600.

GENERAL

2.2

SECTION INCLUDES

COUNTERTOPS AND SHELVING

2.A. Countertops: 16 gauge (1.59 mm) type 304 or 316 stainless steel with number 4 finish; one-piece

1.A. Stainless steel counters.

construction where possible; turned down fronts; integral turned up backs to 3/8 inch (9.5 mm) radius; three formed channels placed underneath for support. All without solder.

1.B. Stainless steel shelving. 1.2

2.A.1. 2.A.2. 2.A.3.

REFERENCES

2.A. ASTM A 666 - Standard Specification for Annealed or Cold-Worked Austenitic Stainless Steel Sheet, Strip, Plate, and Flat Bar; 2000.

2.B. Shelving: 18 gauge (1.27 mm) type 304 stainless steel with number 4 finish; formed return on bottom, front and side edges. 2.B.1. Dimensions: As indicated on drawings.

2.B. ASTM D 2240 - Standard Test Method for Rubber Property - Durometer Hardness; 2002. 1.3

SUBMITTALS

2.C. Wall Standards and Triangular Brackets: 304 stainless steel with number 4 finish; brackets have

3.A. Submit under provisions of Section 01300. 3.B. Product Data: Manufacturer's data sheets on each product to be used, including: 3.B.1. Preparation instructions and recommendations. 3.B.2. Storage and handling requirements and recommendations. 3.B.3. Installation methods. 3.C. Shop Drawings. 1.4

tang on bottom for stability. 14 gauge, 4-1/2 inch (114 mm) returns with countersunk installation holes. 2.C.1. Standard Length: 2 feet (610 mm). 2.C.2. Bracket Size: 12 inches (305 mm); left side. 2.C.3. Bracket Size: 12 inches (305 mm); right side.

PART 3 3.1

DELIVERY, STORAGE, AND HANDLING

PROJECT CONDITIONS

preparation before proceeding.

3.2

2.B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best

recommended by manufacturer for optimum results. Do not install products under environmental conditions outside manufacturer's absolute limits.

result for the substrate under the project conditions.

3.3

WARRANTY

6.A. Warranty for Stainless Steel: 5 year warranty on stainless steel replacement parts. PART 2 2.1

MANUFACTURERS 11605-1

INSTALLATION

3.A. Install in accordance with manufacturer's instructions. 3.4

PRODUCTS

PREPARATION

2.A. Clean surfaces thoroughly prior to installation.

5.A. Maintain environmental conditions (temperature, humidity, and ventilation) within limits

1.6

EXAMINATION

1.B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory

4.B. Store and dispose of solvent-based materials, and materials used with solvent-based materials, in 1.5

EXECUTION

1.A. Do not begin installation until substrates have been properly prepared.

4.A. Store products in manufacturer's unopened packaging until ready for installation. accordance with requirements of local authorities having jurisdiction.

Sides: Weld as indicated on drawings. Include sound deadening compound on underside of countertop. Dimensions: As indicated on drawings.

PROTECTION

4.A. Protect installed products until completion of project. 4.B. Touch-up, repair or replace damaged products before Substantial Completion. 11605-2

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SPECIFICATIONS

SPECIFICATIONS END OF SECTION

SECTION 265100 LIGHTING

PART 1 1.1

GENERAL

SECTION INCLUDES

1.A. Light fixtures, including lamps and ballasts, of the following types: 1.A.1. Interior Recessed Fixtures 1.A.1.a. Down Lighting 1.2

RELATED SECTIONS

2.A. Section 101423 – Panel Signage 2.B. 1.3

Section 265600 – Exterior Lighting

REFERENCES

3.A. National Fire Protection Association (NFPA): NFPA 70, National Electrical Code. 3.B. Underwriters Laboratories (UL): UL 1598 - Luminaires. 3.C. Canadian Underwriters Laboratories (cUL): cUL 1598 - Luminaires 1.4

SUBMITTALS

4.A. Submit under provisions of Section 01300. 4.B. Product Data: Manufacturer's data sheets on each product to be used, including: 4.B.1. NFPA 70 - National Electrical Code. 4.B.2. Underwriters' Laboratories labeling. 4.B.3. Canadian Underwriters' Laboratories labeling. 4.C. Fixture Schedule: Manufacturer's standard fixture schedule, coordinated with project requirements and the fixture schedule on the Drawings.

4.D. Verification Samples: Full size unit of each fixture type, including lamps, ballasts and supports. 4.E. Operation and Maintenance Data: For each fixture and component, including lamps. 1.5

QUALITY ASSURANCE

5.A. Compliance: Provide fixtures that comply with the following and additional local regulations. 5.A.1. Finish areas designated by Architect. 5.A.2. Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect. Refinish mock-up area as required to produce acceptable work.

5.A.3.

5.B. Mock-Up: Provide a mock-up for evaluation of surface preparation techniques, workmanship and 265100-1

11605-3

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SPECIFICATIONS

SPECIFICATIONS

appearance.

2.A.1.i.

Casting Size: 23-3/4 inches square (603 mm) with 18 inches (457 mm) Square (S) aperture. 2.A.1.i.1) Model 1100A19-HITC-RC-18: Max. (1) 100W A-19 lamp.

5.B.1. 5.B.2.

Finish areas designated by Architect. Do not proceed with remaining work until workmanship, color, and sheen are approved by Architect. 5.B.3. Refinish mock-up area as required to produce acceptable work.

1.6

DELIVERY, STORAGE, AND HANDLING

PART 3

6.A. Store products in manufacturer's unopened packaging, out of extreme heat or direct sunlight, until

3.1

ready for installation.

1.7

1.B. If substrate preparation is the responsibility of another installer, notify Architect of unsatisfactory preparation before proceeding.

7.A. Coordinate locations of lighting fixtures with ceilings, ceiling mounted components, fire protection and mechanical components, and partitions.

7.B. Maintain environmental conditions within limits recommended by manufacturer for optimum results.

3.2

2.B. Prepare surfaces using the methods recommended by the manufacturer for achieving the best

PRODUCTS

result for the substrate under the project conditions.

MANUFACTURERS

1.A. Basis of Design Manufacturer: Engineered Lighting Products.

3.3

and components. 3.A.2. Install fixtures with clearances recommended by manufacturer. 3.A.3. Install lamps and test for proper operation.

1.C. Requests for substitutions will be considered in accordance with provisions of Section 01600. INTERIOR RECESSED FIXTURES

2.A. DOWN LIGHTING FIXTURES 2.A.1. Product: HITC Series, "Hole In The Ceiling" cast Light Niche for drywall

installations, as manufactured by Engineered Lighting Products. 2.A.1.a. Description: Fiberglass reinforced cast plaster (GRG) fixtures with integral electrical components. Casting mounts directly to stud construction and is painted with the finish surface. Custom shapes and sizes are available. Once installed the fixtures become one with the ceiling surface and appear to be a custom formed drywall "light niche" that blends with any interior motif. The GRG portion of the fixture is fiberglass reinforced cast plaster and is made to butt 5/8 inch (15.9 mm) gypsum board construction and is painted with the finish surface. The metal, weld construction "top hat" is 20 gauge (0.9 mm) CRS that is post painted with TGIC polyester powder coating, with cover and knock-outs for wiring. Electrical components in the "top hat" are accessible through the bottom of the fixture. Adjustable fixtures tilt 35 degrees and rotate 359 degrees. Fluorescent units are supplied standard with Luminaire Disconnect. 2.A.1.b. Casting Finish: Raw Casting must be Painted with Ceiling Finish. 2.A.1.c. Insert Finish: Anti-Microbial White (MB). 2.A.1.d. Power: 120 or 277 V. Refer to Fixture Schedule. 2.A.1.e. Ballast: Electronic Ballast (Standard). 2.A.1.f. Transformer: Magnetic Q-Trans Transformer (QT). Only models shown. 2.A.1.g. Lens: Frosted Lexan Lens (w/Knurled Nuts, Fluorescent only) (MLF). 2.A.1.h. Air Tight: I.C. and Airtight Fixture. (IA).

INSTALLATION

3.A. Install in accordance with manufacturer's instructions including the following: 3.A.1. Install fixtures in proper relationship with adjacent construction and ceiling grid

1.B. Substitutions: Permitted with Architect’s approval.

2.2

PREPARATION

2.A. Clean surfaces thoroughly prior to installation.

Do not install products under environmental conditions outside manufacturer's recommended limits.

2.1

EXAMINATION

1.A. Do not begin installation until substrates have been properly prepared.

PROJECT CONDITIONS

PART 2

EXECUTION

3.4

PROTECTION

4.A. Protect installed products until completion of project. 4.B. Touch-up, repair or replace damaged products before Substantial Completion. END OF SECTION

265100-2

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265100-3

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REQUEST FOR INFORMATION Request for Information

OWNER ARCHITECT CONTRACTOR FIELD OTHER

PDX Roots Studio

PROJECT: Farm Fresh Food Cart 1495 Southeast 12th Avenue, Portland, Oregon 97214

002

ATTN:

Project Manager

Project: 2013_001 RFI No: 002

INFORMATION OR ACTION REQUIRED: Contractor shall refer to the photos and comments above. Contractor shall comply with instructions given on all previously issued drawings.

ARCHITECTS: March, Lavelle, Davis, Niou PROJECT NO: 2013_001

CONTRACT DATE: 04/23/2013 RFI No:

REQUEST FOR INFORMATION

5446 SW First Street Portland, OR 97210

FAX: 503-734-7689

SBJCT: Jeff Lebowski

Specification/Drawing Reference Page 1 and 2

CTGRY: 5/23/2013

RESPONSE REQUIRED BY: Dining Adjacent to Cart

ATTACHMENTS: None REPORT BY:

Melissa March

PDX Roots Studio

QUESTION: As discussed in the OAC meeting today: The Owner would like to provide an option for customers to eat in the immediate vicinity of the cart. She believes that the small amount of added activity will make a big difference in initially bringing business to the cart. Please provide direction to incorporate the revision. RESPONSE: Seating attached to the food cart was not initially in the scope of work for this project, because there is an abundance of seating available at the Cartopia Food Cart Pod. The covered shared seating under the center tensile tent can seat between 80 and 100 guests. This is located approximately 15 ft away from the proposed truck location. If the Owner would like the option for customers to eat immediately adjacent to the cart (less than 5 feet away); this can be accommodated by modifying the truck by adding an exterior retractable table and chairs that hinges from the exterior side of the truck to provide a dining surface. This work will incur additional fees, as it was not in the original scope of work. Please verify with the Owner the approval to move forward with this design upon viewing the attached drawings. ITEMS TO VERIFY: YES

ADDITIONAL COPIES TO: Over The Top Construction, Inc. 805 SW Broadway, Suite 2700 Portland, OR 97205

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SITE VISIT REPORT

Site Visit Report PDX Roots Studio

OWNER ARCHITECT CONTRACTOR FIELD OTHER

SITE VISIT REPORT Project: 2013_001 Site Visit Report No: 004 Photo Documentation:

PROJECT: Farm Fresh Food Cart 1495 Southeast 12th Avenue, Portland, Oregon 97214 ARCHITECT’S PROJECT NO: 2013_001

CONTRACT DATE: FIELD REPORT No:

004

DATE: 05-21-13 TIME: 2:00 pm

WEATHER: Overcast sky with intermittent rain showers at 53° F

EST % OF COMPLETION: 70%

CONFORMANCE WITH SCHEDULE: On Schedule

WORK IN PROGRESS: Refer to Notes and Attached Photos: Photo #: 20130521_001-004

PRESENT AT SITE: Melissa March, PDX Roots Studio Beth Lavelle, PDX Roots Studio John Ward, Contractor Sarah Washington, New Directions for Youth Mike Moran, Oregon Food Bank

Food truck location specified at entrance. Photo # 20130521_001

Under-counter refrigeration unit arrived. Photo # 20130521_002

Food truck exterior finish, closed awning. Photo # 20130521_003

Food truck awning, open position. Photo # 20130521_004

Truck operable skylights, open position. Photo # 20130521_005

Food truck open skylights and exhaust vent. Photo # 20130521_006

OBSERVATIONS General Notes: 2-1-0 2-1-1 2-1-2 2-1-3 2-2-0 2-2-1 2-2-2 2-2-3 2-4-5

Ground Breaking Issues Food carts sharing Cartopia Pod have agreed to adjust layout to accommodate additional food truck. Relocation scheduled for 06/04/2013. Refer to photo #001. Interior demolition has been completed. Truck interior has been cleaned and prepared for new installations of casework and equipment. Under counter refrigeration unit arrived and is being installed. Refer to photo #002. Previous Construction Issues Light bodywork, application of primer and green-pigmented paint, and clear coat finish has been completed (off-site). No visible imperfections noted in exterior finish. Refer to photo #003-004. Operable skylights have been installed. Tested for operability. All open fully except second lite (from front of truck). Repair/replace as needed. All skylights close and lock securely. Refer to photo #005-006. Hood vent on truck roof installed. Weather stripping tested successfully for no visible leaks or gaps. Additional outlet needed above under-counter refrigeration unit for workspace above. Outlet was added on 04/13/13.

2-3-0 2-3-1 2-3-2

Site Work Progress Electrical services have been provided. All exterior operable panels are functional. Site connection valves tested successfully.

2-4-0 2-4-1

Food Cart Work in Progress Driver’s and passenger’s doors tested successfully to slide easily. No sensation or audibility of sliding track resistance. Locks tested successfully. Overhead awning tested for operation: opens fully and closes securely. Refer to photo #003-004. Windows tested successfully for operability. Opens fully and closes securely. Noted break in weatherstripping around left-facing side of window. Repair/replace for complete, waterproof seal. Plumbing connections have been installed.

2-4-2 2-4-3 2-4-4

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SITE VISIT REPORT Project: 2013_001 Site Visit Report No: 004 ITEMS TO VERIFY: N/A

INFORMATION OR ACTION REQUIRED: Contractor shall refer to the photos and comments above. Contractor shall comply with instructions given on all previously issued Field Reports.

ATTACHMENTS: None REPORT BY:

Melissa March PDX Roots Studio

PDXROOTS STUDIO

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