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Specifications MB Restaurants Pizzasmith Tenant Improvement Bridgeport Village RECEIVED APR 24 2014 CITY OFTIGARD BUILDING DIVISION it:%1dWc :,,F•v ro4 n l f.`1 s irTdO -a/n./�n /7) l P DE _ _ - —71— , o. - ,Nii-44 , 1 .... tNT_FO..vg.,-, 4L--.t--- ::. gilar-- --tiii14 a • 410 ii --Immo : 'I ---- -- . . ..- k ,.,.,,,,...,,, 1 , , _,. ,. F . 1---.=i -- '. « 6x/s7 'er, f. R. - lLrsP NFJgt 1;/Yf"F1' PM*S 7331 SW Bridgeport Road, Tigard, OR 97224 SA Project Number 13106 Ec72.4L4---C '?( � � %D ABC City of Tigard N. 2152 e A. • ove. Plans c� c RON HYDE By.0E.IG Date'(?l l rz a c f> PO AND, 0 ON "- 17 �� OF o� Soderstrom Architects PERMIT SUBMITTAL April 16, 2014 ' SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village TABLE OF CONTENTS DIVISION 01 GENERAL REQUIREMENTS 00 00 00 TENANT PROVIDED ITEMS 01 10 00 SUMMARY OF WORK 01 10 20 DESIGN-BUILD REQUIREMENTS 01 30 00 ADMINISTRATIVE REQUIREMENTS AND REFERENCED DOCUMENTS 01 33 00 SUBMITTAL PROCEDURES 01 40 00 QUALITY REQUIREMENTS 01 50 00 TEMPORARY FACILITIES AND CONTROLS 01 60 00 PRODUCT REQUIREMENTS 01 70 00 PROJECT CLOSEOUT DIVISION 02 SITE WORK 02 00 00 GENERAL 02 50 00 SITE UTILITIES DIVISION 03 CONCRETE 03 00 00 GENERAL CONDITIONS 03 10 00 CONCRETE FORMS AND ACCESSORIES 03 20 00 CONCRETE REINFORCEMENT 03 30 00 CAST-IN-PLACE CONCRETE 03 35 90 CONCRETE FLOOR SLAB FINISHING 03 60 00 GROUT DIVISION 05 METALS 05 00 00 GENERAL CONDITIONS 05 12 00 STRUCTURAL STEEL 05 40 00 COLD FORMED METAL FRAMING 05 50 00 METAL FABRICATIONS DIVISION 06 WOOD AND PLASTICS 06 00 00 GENERAL CONDITIONS 06 11 40 WOOD BLOCKING AND CURBING 06 41 00 CUSTOM CASEWORK DIVISION 07 THERMAL AND MOISTURE PROTECTION 07 20 00 INSULATION 07 26 00 VAPOR RETARDER 07 28 00 FLASHING MEMBRANES 07 29 00 WEEP FLASHINGS 07 54 20 TPO SINGLE PLY MEMBRANE ROOFING 07 62 00 SHEET METAL FLASHING AND TRIM 07 84 00 FIRESTOPPING 07 90 00 JOINT SEALERS Project Specifications- page 2 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village DIVISION 08 DOORS AND WINDOWS 08 00 00 DOOR SCHEDULE 08 11 00 STEEL DOORS AND FRAMES 08 21 00 WOOD DOORS 08 30 50 ACCESS DOORS 08 40 00 WINDOWS 08 71 00 DOOR HARDWARE 08 80 00 GLAZING DIVISION 09 FINISHES 09 00 00 GENERAL CONSIDERATIONS 09 00 00 FINISH SCHEDULE 09 26 00 GYPSUM BOARD ASSEMBLIES 09 51 00 ACOUSTICAL CEILINGS 09 90 00 PAINTING DIVISION 10 SPECIALTIES 10 21 00 LOUVERS AND VENTS 10 44 00 SIGNAGE AND GRAPHICS 10 52 20 FIRE PROTECTION SPECIALTIES DIVISION 11 EQUIPMENT 11 40 00 COMMERCIAL KITCHEN EQUIPMENT DIVISION 21 FIRE SUPPRESSION 21 01 00 WATER BASED FIRE SUPPRESSION SYSTEMS DIVISION 22 PLUMBING 22 00 00 BASIC PLUMBING REQUIREMENTS DIVISION 23 HEATING,VENTILATING AND AIR CONDITIONING 23 00 00 BASIC HVAC REQUIREMENTS DIVISION 26 ELECTRICAL 26 05 00 BASIC MATERIALS AND METHODS DIVISION 28 COMMUNICATIONS 28 31 00 FIRE ALARM SYSTEM Project Specifications - page 3 ' SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village DIVISION 01 GENERAL REQUIREMENTS 00 00 00 TENANT PROVIDED ITEMS A. Kitchen Equipment, as listed in equipment list from kitchen equipment provider. Contractor responsible for connection of equipment. Kitchen equipment provider will install equipment. 01 10 00 SUMMARY OF WORK A. Schedule expectations: We anticipate that this building will have Substantial Completion thirteen (13)weeks after receipt of building permit. Schedule should anticipate tenant occupancy immediately upon Substantial Completion. Provide for early access by tenant's vendors& contractors two(2) weeks prior to substantial completion. Coordinate with tenant's vendors & contractors throughout the project. B. General Contractor to provide project management, including all subcontractor coordination and onsite management. C. General Contract shall secure and pay for all permits except the building permit. Such permits may include but are not limited to: 1. Deferred Mechanical, Electrical & Plumbing Permits, including energy code calculations required by AHJ for Design-Build components. 2. Environmental Permits 3. Fire Protection Waterline Permits 4. Special Utility Permits 01 10 20 DESIGN-BUILD REQUIREMENTS A. WORK INCLUDED: Certain components of the Work under this project are Design/Build (Deferred Submittal) it is the General Contractor's responsibility to coordinate and assume or assign to subcontractors the complete responsibility for the design,coordination, calculations, submittals, fabrication,transportation and installation of the Design/Build portions or components as required in this Section. The Contractor is responsible to submit all Design/Building documents to the Building Department as required for the separate approval for each Design/Build item. There are NO EXCEPTIONS. B. The Architect or Engineer of Record's review of Design/Build submittals shall be for design intent and shall not lessen or shift the responsibility from the Contractor or the assigned subcontractor, to the Owner nor to the Architect or Engineer of Record. The Owner shall not be responsible to pay for Project Specifications- page 4 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village any delays, additional products, additional hours of work or overtime, restocking or rework required due to failure by the Contractor or the subcontractor to coordinate their work with the work of other trades on the project or to provide the Design/Build portion or component in a timely manner to meet the schedule of the project. C. JURISDICTION REQUIREMENTS: Follow the jurisdiction requirements current at the time of submission. The Contractor is responsible to coordinate and submit all material required by the jurisdiction, so the jurisdiction's review will not adversely affect the construction schedule. At or near time of application, the Contractor shall meet with the jurisdiction to identify Design/Build components and how they are to be submitted and processed. Distribute meeting notes within 2 days to Owner and Architect. D. Design-Build portions of the work as defined in Section 107.3.4.2 of the Oregon State Structural Specialty Code shall follow this section and the requirements of the local Building Official. E. Design/Build components known at this time that may require jurisdiction or structural review as a "Deferred Submittal" with the City of TIGARD: 1. Firestopping Section 07 84 00 2. Aluminum Framed Storefront Section 08 43 13 3. Non-Structural Metal Stud Walls+ Soffits Section 09 21 16 4. Suspended Ceiling Systems Section 09 51 00 5. Fire Sprinkler Systems and Supports Division 21 6. Building Plumbing Systems and Structural Support Division 22 6. Building Mechanical Systems and Structural Support Division 23 7. Building Electrical Systems and Structural Support Division 26 8. Fire Alarm Systems (and smoke detection) Division 28 F. Design/Build submittals are required to show complete criteria, design assumptions, details, calculations, submittals, instructions for fabrication, assembly, installation and interface with all other trades, unless otherwise noted in the Specification Section. G. Any revisions required to other components of work due to design build requirements will be immediately identified and forwarded to the Architect in writing. The resulting revisions will be performed by the Contractor at no expense to the Owner. Contractor will reimburse Owner and Architect/Engineer for any revisions required to the construction documents due to design build coordination. H. Complete submittals shall be submitted with the Design/Build Engineer's seal and calculations for that portion of work. Submittals without required calculations, without the Design/Build Engineer's seal and which have not been reviewed by the General Contractor will not be reviewed by the Architect or Engineer of Record. Project Specifications- page 5 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village I. Deferred Submittals components of a project are those which will be subject to lateral and/or vertical loads are not designed by the Architect or Engineer of Record, and other components designated. These components will have to be designed by the Design/Build Engineer who received the subcontract for that component of the project. J. Jurisdiction requirements to allow a plan's examination for these components to proceed are: 1. Three sets of design drawings clearly and legibly showing all materials, sizes, dimensions, connections, and indicating how the part is attached to the main structure. a. Drawings shall be prepared, designed and sealed by an Engineer licensed by the State of Oregon to practice as such. b. Drawings shall be reviewed indicating general design conformance by Soderstrom Architects. c. Shop drawings or erection drawings are not acceptable as Design/Build drawings. 2. Submit one set of calculations including criteria, design assumptions, substantiating computations and such additional data sufficient to show the correctness of the plans and compliance with the structural provisions of the International Building Code and all other applicable Codes. a. Calculations shall be prepared and sealed by the Design/Build Engineer who prepared and sealed the drawings. K. Before work is allowed to proceed on these components, the following must occur: 1. Submit complete legible documents (that will also be legible under microfilming). 2. These documents must be examined and approved by the authority having jurisdiction to verify codes compliance. L. If Deferred Submittals documents are not completed prior to issuance of the building permit, they must be prior to fabrication. M. Some Design/Build and/or deferred submittals components are shown in the Contract Documents for design intent. The purpose is to have the Builder responsible to provide, coordinate and install the Design/Build component. N. Design/Build components attached to the structural frame or supplemental to the structural frame shall be designed for the anticipated loads as outlined in the Contract Documents. These Design/Build components shall be coordinated with the appropriate subcontractors. Project Specifications - page 6 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village O. Load reactions at the interface between the Design/Build components and the structural frame shall be clearly defined to allow for a review by the Engineer of Record. 01 30 00 ADMINISTRATIVE REQUIREMENTS AND REFERENCED DOCUMENTS A. The following documents are being prepared for the benefit of the owner. The contractor shall become familiar with these documents and take all necessary steps to comply with the recommendation in these documents. 1. R1 HDPE Sub-Slab Passive Venting System Drawings, as prepared by GeoDesign, dated 11.03.04. 2. Rose's Equipment and Supply Quote, dated 1.03.14. 3. Bridgeport Village Tenant Criteria Manual, dated July, 2011. 4. These documents are provided for reference only. 01 33 00 SUBMITTAL PROCEDURES A. Submittal procedures will apply per AIA 201. 01 40 00 QUALITY REQUIREMENTS A. Quality requirements will apply per AIA 201. 01 50 00 TEMPORARY FACILITIES AND CONTROLS A. General Contractor is to provide all temporary facilities until the time of certificate of occupancy. 01 60 00 PRODUCT REQUIREMENTS A. Standard submittal procedures will apply per AIA 201. Shop Drawings will be required of all major assemblies and products, including but not limited to: Access Panels, Fire Protection, Ceilings, Wall Paneling, Flooring Tile layouts, Cabinets, Windows and Doors. 01 70 00 PROJECT CLOSEOUT A. Provide normal project closeout documents including: 1. Record Drawing& Specifications 2. Record Product Data Project Specifications- page 7 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 3. Record Sample Submittal 4. Provide a thorough final cleaning before tenant occupancy 5. Coordinate and Test Systems for Startup. 6. Test installed equipment for compliance with specifications. 7. Provide Owner with training on all systems 8. Contractor should assist adjusting& balancing agent. 9. Provide the Owner with complete Operations& Maintenance documentation. 10. Provide the Owner with complete Warranties& Bonds documentation, as required by the Tenant Criteria Manual. 11. Provide product& materials spare parts as required by the contract documents. END OF DIVISION Project Specifications- page 8 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village _ DIVISION 02 SITE WORK 02 00 00 GENERAL A. All work below grade must take into account the existing methane sub-slab barrier. Contractor is required to follow all protocols, including construction observation requirements. Refer to drawings from GeoDesign for specific details. 02 50 00 SITE UTILITIES A. Contractor to verify all existing site utilities, including but not limited to,water,sewer,gas, electrical, and fire suppression requirements. END OF DIVISION Project Specifications-page 9 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village DIVISION 03 CONCRETE 03 00 00 GENERAL CONDITIONS A. The lower level concrete floor will be an exposed surface, polished using a "retro plate" process. Coordinate work to protect the floor from cracking, staining, dents & chips. Do not pour exposed slabs if the temperature any time during the day of the pour will be less than 40 degrees F. Do not pour exposed slabs when there is a chance of rain. 03 10 00 CONCRETE FORMS AND ACCESSORIES A. Provide concrete formwork and accessories as required to provide structural concrete and related finishes shown or identified on Drawings. 03 20 00 CONCRETE REINFORCEMENT A. Provide concrete reinforcement for concrete slabs, walls, foundations, retaining walls, concrete columns, piers and other concrete structures as required. 03 30 00 CAST-IN-PLACE CONCRETE A. Provide cast-in-place 4,500# concrete where shown, with 10-20%fly ash added. Use WR Grace "PrePrufe" 300R SCS membrane under all slabs on grade and "PrePrufe 160R on the exterior of below grade stem walls. B. Coordinate concrete mix requirements with structural drawings. C. See structural drawings for additional information. 03 35 90 CONCRETE FLOOR SLAB FINISHING A. All new concrete floor to be stained to match existing. B. All exposed concrete floor(existing and new) to receive a clear, slip-resistant sealer. C. Manufacture/System: Use a "Retro Plate" or equivalent system for polishing and staining. D. Color to match existing, provide submittals for final selection. 03 60 00 GROUT A. Non-shrink, epoxy grout, acoustic grout as required. END OF DIVISION Project Specifications- page 10 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village DIVISION 05 METALS 05 00 00 GENERAL CONDITIONS A. Provide adequate time for shop drawing review and material ordering. 05 12 00 STRUCTURAL STEEL A. Provide structural steel as shown on Drawings and as required. See Structural Drawings for additional design requirements. 05 40 00 COLD FORMED METAL FRAMING A. Provide cold formed metal framing for exterior and interior wall assemblies. Provide steel studs in gages and shapes as required to meet code and structural requirements and wall types. Ensure that wall thickness encloses all lateral bracing, beams, flanges and columns including all required steel frame tolerances. 05 50 00 METAL FABRICATIONS A. Provide miscellaneous metal fabrications including window wall support, canopy framing and other items as required. Provide galvanized steel at all exterior locations, and AESS (Architecturally Exposed Structural Steel)finish at all exterior locations of exposed metal. END OF DIVISION Project Specifications- page 11 • SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village DIVISION 06 WOOD AND PLASTICS 06 00 00 GENERAL CONDITIONS A. Provide formaldehyde-free particle board. B. Provide glues, resins and finishes compatible with LEED goals. 06 11 40 WOOD BLOCKING AND CURBING A. Provide fire retardant miscellaneous wood blocking and curbing as required for parapets, curbs, wall and roof openings, window and door attachment, and solid wood blocking for all wall-hung items. Provide fire retardant treated ACX plywood sheathing as wall finish for Data Closets, phone rooms and Server Room. B. Provide fire retardant treated plywood sheathing and parapets, curbs and wall base for roof installations. 06 41 00 CUSTOM CASEWORK A. Refer to Interiors drawings and specifications for casework requirements and details. END OF DIVISION Project Specifications- page 12 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village DIVISION 07 THERMAL AND MOISTURE PROTECTION 07 20 00 INSULATION A. Provide R-21 and R-30 fiberglass batt, thermal insulation with vapor retarder at all exterior walls where existing insulation is no longer serviceable. (Note Batt insulation must be non-formaldehyde type) B. Provide 3 %2" or 6" acoustic batt insulation at all walls surrounding restrooms and data/ phone room. C. Provide 6" acoustic batt insulation 5' each way above ceilings at restrooms and data / phone room. 07 26 00 VAPOR RETARDER A. Provide vapor retarder at inside face of all exterior insulation. 10 mil minimum, polyetheleyne. B. Provide reinforced bonding vapor retarder below all slabs on grade. Product: WR Grace Preprufe 600R. 07 28 00 FLASHING MEMBRANES A. Provide flexible self adhesive membrane at exterior window openings : WR Grace Perm-a Barrier aluminum flashing. B. Provide self adhesive membrane flashings at lintels, sill flashings, and as indicated on drawings : WR Grace Bituthene. 07 29 00 WEEP FLASHINGS A. Provide flexible weep flashings at cavity walls : WR Grace 'Throuogh Wall' flashings. 07 54 20 TPO SINGLE PLY MEMBRANE ROOFING A. Fully adhered, reinforced, TPO single ply membrane roofing system,to match existing. Basis of design: Carlisle SynTec, TPO. B. Warranty: Any work associated with the roofing system is required to not void the existing warranty. 07 62 00 SHEET METAL FLASHING AND TRIM C. Provide pre-finished sheet metal flashing at all canopies and exterior elements interfacing with the existing exterior envelope. Project Specifications- page 13 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village D. All finishes to be polyvinylidene fluoride (PVF) "KYNAR 500" custom color. E. Provide flexible membrane flashing (Grace Vycor Ice and Water Shield) at all parapet caps, curbs and around all window and door openings. 07 84 00 FIRESTOPPING A. Provide Fire stopping at all penetrations through rated wall assemblies. B. Refer to Section 01 10 20, Design-Build Requirements,for additional information. 07 90 00 JOINT SEALERS A. Provide sealant and caulking as required. Basis of Design: Dow Polyurethane and modified Silicone Sealants. END OF DIVISION Project Specifications- page 14 13106 MB Restaurants,LLC 4.16.2014 Pizzasmith Tenant Improvement Bridgeport Village SECTION 08 00 00 DOOR AND FRAME SCHEDULE Door Type Designations match designations in SDI 106"Recommended Standard Door Type Nomenclature" WD-SOLID CORE WOOD HC-HOLLOW CORE WOOD HM-HOLLOW METAL SF-STOREFRONT IG-INSULATED GLAZING FFG-FRAMELESSFULL F-FACTORY FINISH P-PAINTED FINSH S-STAINED FINISH T-TEMPERED GLAZING OPENING DOOR FRAME RATING HARDWARE DETAILS NOTES NUMBER SIZE TYPE MATERIAL FINISH TYPE MATERIAL FINISH GROUP JAMB HEAD SILL 101 3'-0"x 8'-0" SF ALUM F A ALUM F 3/A3.01 3/A3.01 4/A3.01 1 102 (E)PR 3'-0"x 8'-0" (E)FFG G * C ' 6/A8.01 6/A8.01 4/A3.01 2 103 (E)3'-0"x 8'-0" (E)FFG G * D 3/A3.01 3/A3.01 4/A3.01 2 105 (E)3'-0"x 8'-0" (E)F HM P HM P (E) (E) (E) 3 106 3'-2"x 7'-2" G HM P HM P * 7/A2.01 7/A2.01 7/A2.01 4 107 3'-0"x 8'-0" FG WD CL HM P 7/A2.01 7/A2.01 7/A2.01 5 108 3'-0"x 8'-0" FG WD CL HM P 7/A2.01 7/A2.01 7/A2.01 5 KEYED NOTES 1 NEW DOOR,FRAME+HARDWARE IN EXIST WINDOW OPENING-MATCH EXIST ADJACENT STOREFRONT SYSTEM 2 RELOCATED EXIST FRAMELESS,FULLY GLAZED DOOR AND HARDWARE 3 EXIST DOOR-PAINT 4 POCKET DOOR 5 PROVIDE OPAQUE GLAZING 08 00 00-1 DOOR SCHEDULE SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village DIVISION 08 DOORS AND WINDOWS 08 00 00 DOOR SCHEDULE A. Refer to the attached Door Schedule. B. Main entry doors:Aluminum Store Front, Kawneer 08 11 00 STEEL DOORS AND FRAMES A. Provide steel frames at interior doors as shown on drawings. B. Frames to be galvanized 16 gage interior with baked on primer with field painting. 08 21 00 WOOD DOORS A. Provide 1—%" stile and rail solid wood doors, rated and unrated at all interior doors. Veneer: Refer to Interiors Drawings; Finish: Catalyzed lacquer or approved equal. B. Provide full relites in restroom doors, tempered, with opaque glazing as specified in Interiors Drawings. C. Size: Typical 3'-0" x 8'-0" or as scheduled. 08 30 50 ACCESS DOORS A. Provide rated and un-rated access doors in all hard ceilings and walls as required. B. Provide Stainless Steel finish Access doors at restroom walls. 08 40 00 WINDOWS A. Provide commercial grade aluminum storefront systems to match existing: Kawneer. B. Field measure and coordinate storefront system with all other components. C. Finish: Dark Bronze Anodized, to match existing. D. Dimension: 2" x 4-1/2" profile, to match existing. 08 71 00 DOOR HARDWARE A. Door Hardware : coordinate door hardware with Tenant requirements. B. Finish: Oil rubbed bronze. Project Specifications- page 15 SA# 13106 MB Restaurants, LLC 4.16.14 • Pizzasmith Tenant Improvement Bridgeport Village C. General Hardware Requirements: Where not specifically indicated, comply with applicable ANSI A156 standard for type of hardware required. Furnish each type of hardware with accessories as required for applications indicated and for complete,finished, operational doors. 1. Templates: Furnish templates or physical hardware items to door and frame manufacturers sufficiently in advance to avoid delay in Work. 2. Reinforcing Units: Furnished by door and frame manufacturers;coordinated by hardware supplier or hardware manufacturer. 3. Fasteners: Furnish as recommended by hardware manufacturer and as required to secure hardware. 4. Finish: Match hardware item being fastened. 5. Electrical Devices: Make provisions and coordinate requirements for electrical devices and connections for hardware. D. Hinges and Pivots:ANSI A156.1,full mortise type or ,template type,ANSI A156.7,(interior) complying with following general requirements unless otherwise scheduled. 1. Widths: Sufficient to clear trim projection when door swings 180 degrees. 2. Number: Furnish minimum three hinges to 90 inches (2,286 mm) high,four hinges to 120 inches(3,048 mm) high for each door leaf. 3. Fire Rated Doors To 86 inches (2,184 mm) High: Minimum three hinges. E. Locksets and Latchsets: Furnish Iocksets compatible with specified cylinders. Furnish standard strikes with extended lips to protect trim from being marred by latch bolt [verify type of cutouts provided in metal frames]. 1. Mortise Locksets and Latchsets:ANSI A156.13, Series 1000, Grade 1 unless otherwise indicated. 2. Bored (Cylindrical) Locksets and Latchsets:ANSI A156.2,Series 4000, Grade 1 unless otherwise indicated. F. Exit Devices: ANSI A156.3,Grade 1 concealed vertical rod type with cross bar, unless otherwise indicated. Furnish standard strikes with extended lips to protect trim from being marred by latch bolt verify type of cutouts provided in metal frames,with dust-proof]floor strikes. Project Specifications- page 16 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 1. Types: Suitable for doors requiring exit devices. 2. Power operators: Furnish overhead concealed in frame type at pairs of doors. G. Cylinders: ANSI A156.5, Grade 1, 6 pin type interchangeable core type cylinders. 1. Keying: Keyed as directed by Owner..) 2. Supply keys in the following minimum quantities: 3. 5 master keys. 4. 3 change keys for each lock H. Closers:ANSI A156.4 modern type with cover, surface mounted at interior doors and at electrical room door, offset pivot closers, full rack and pinion type with steel spring and non-freezing hydraulic fluid, closers required for fire rated doors unless otherwise indicated. 1. Adjustability: Furnish controls for regulating closing, latching, speeds, and back checking. 2. Arms: Type to suit individual condition; parallel-arm closers at reverse bevel doors and where doors can swing full 180 degrees. 3. Location: Mount closers on inside of exterior doors, room side of interior doors typical; mount on pull side of other doors. 4. Operating Pressure: Maximum operating pressure as follows. 5. Interior Doors: Maximum 5 pounds. Exterior Doors: Maximum 10 6. Fire Rated Doors: As required for fire rating, maximum 15 pounds. I. Door Controls and Overhead Holders: Furnish with accessories as required for complete operational installation. 1. Manual Door Holders and Overhead Stops: ANSI A156.8, Grade 1 types as specified. 2. Closer Holder Release Devices: ANSI A156.15 concealed mounted closer holder release devices designed to make swing doors close upon receiving electrical signal. J. Push/Pulls, Protection Plates, Gaskets, Thresholds, and Trim: Furnish as indicated in Schedule, with accessories as required for complete operational door installations. Project Specifications- page 17 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 1. Push/Pulls: ANSI A156.6; Furnish straight push-pull type pulls with bolts to secure from opposite door face. 2. Kickplates:ANSI A156.6, metal; height indicated in Schedule by 1 inch less than door width; stainless steel.( Core Restroom doors) 3. Weatherstripping: Furnish continuous weatherstripping at top and sides of exterior doors. 4. Fire Rated Gaskets: Furnish continuous fire rated gaskets at top and sides of fire rated doors. 5. Thresholds: Maximum 1/2 inch (12 mm) height; requirements to ensure accessibility for persons with disabilities,width to match door frame requirements. 6. Wall Stops: ANSI A156.1, Grade 1, 2-1/2 inch (6.35 mm)wall stop with no visible screws. 7. Floor Stops: ANSI A156.1 Grade 1 dome type no visible screws;furnish with accessories as required for applications indicated. K. ACCESSORIES 1. Lock Trim: Furnish levers with escutcheon plate 2. Through Bolts:Through bolts and grommet nuts are not permitted on door faces in occupied areas unless no alternative is possible. 3. Do not use through bolts on solid wood core doors. L. FINISHING 1. Finishes:ANSI A156.18;with following finishes except where otherwise indicated in Schedule at end of section. 2. Hinges and Pivots: BHMA 630 and 626, satin finish. 3. Typical Exterior Exposed and High Use Interior Door Hardware: BHMA 630,satin finished stainless steel. 4. Typical Interior Door Hardware: BHMA 630,satin finished stainless steel. 5. Typical Interior Toilet Room Door Hardware: BHMA 630, satin finished stainless steel. Project Specifications- page 18 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 6. Closers: Finish appearance to match door hardware on same face of door. BHMA 628, satin aluminum, clear anodized. 7. Thresholds: Finish appearance to match door hardware on exterior face of door. BHMA 628, satin aluminum, clear anodized. 8. Other Items: Provide manufacturer's standard finishes to match similar hardware types on same door, and maintain acceptable finish considering anticipated use and BHMA category of finish. 9. Perform Work in accordance with the following requirements: a. ANSI A156 series. b. NFPA 80- Fire Doors and Windows. c. NFPA 101- Life Safety Code. 10. Provide heavy duty door hardware using LCN closure and Von Duprin panic devices. 08 80 00 GLAZING A. Provide "PPG Solarban 70", insulated glass at exterior glazing, tempered as required by building code, 1/4" panes with air space for 1" full unit. Tint to match existing glazing. END OF DIVISION Project Specifications- page 19 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village DIVISION 09 FINISHES 09 00 00 GENERAL CONSIDERATIONS A. Provide products compatible with LEED goals. B. Refer to Interiors Drawings for additional information on finishes. 09 00 00 FINISH SCHEDULE A. Refer to Interiors Drawings. 09 26 00 GYPSUM BOARD ASSEMBLIES A. Provide framing and suspension systems for gypsum board wall and ceiling assemblies as shown or required. B. Provide 5/8"type "X"gypsum board at all interior walls, soffits and ceilings, and as called for on Drawings. Provide paperless, water-resistant in restrooms, kitchen, make line and wet areas. C. Provide cement backer board at all restroom tile areas. D. Provide wood or metal blocking in walls as required, including but not limited to the support of: Wall hung shelving; full height shelving; TV brackets; cabinetry; equipment; toilet accessories; door stops, holders, or other wall mounted hardware; handrails; wood trim; utilities. E. Refer to Section 01 10 20, Design-Build Requirements, for additional information. 09 51 00 ACOUSTICAL CEILINGS A. Acoustic ceiling tile: Armstrong Clean Room VL#870 (unperforated), 24" x 48" x 5/8", white, square lay-in. B. Acoustic ceiling grid: Armstrong Prelude XL Fire Guard Exposed Tee, 15/16", white. C. Refer to Section 01 10 20, Design-Build Requirements, for additional information. 09 90 00 PAINTING A. All exposed surfaces to be painted minimum (1) coat primer, (2) coats paint. Restrooms to have water-based epoxy paint finish. B. Exterior concrete panels to be painted (1) coat primer, (2) coats elastomeric paint. Project Specifications- page 20 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village C. All exposed metal surfaces to be primed and painted. D. All hollow metal doors and frames to be painted, including existing doors in project area. E. Exterior paint system for existing building: Thoroughly clean existing building wall, re-sealing all cracks. Do not pressure wash existing building face. 1. Apply one coat of masonry primer, and two coats of 100%acrylic masonry paint. END OF DIVISION Project Specifications- page 21 SA# 13106 MB Restaurants, LLC 4.16.14 • Pizzasmith Tenant Improvement Bridgeport Village DIVISION 10 SPECIALTIES 10 21 00 LOUVERS AND VENTS A. Provide prefinished formed sheet metal stationary louvers, exterior and interior, as required. 10 44 00 SIGNAGE AND GRAPHICS A. Provide ADA approved sign for each room. B. All other signage will be by separate signage contract. Coordinate with Owner's signage contractor. 10 52 20 FIRE PROTECTION SPECIALTIES A. Provide fire extinguishers and cabinets as indicated in Drawings. Cabinet to be stainless steel, semi- recessed. END OF DIVISION Project Specifications- page 22 SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village DIVISION 11 EQUIPMENT 11 40 00 COMMERCIAL KITCHEN EQUIPMENT A. Refer to the attached quote from Owner's kitchen equipment provider. B. Scope of work to include connecting equipment provided and installed by Rose's once on site. C. Contractor to coordinate delivery of equipment on site. END OF DIVISION DIVISION 21 FIRE SUPPRESSION SYSTEMS 21 00 00 AUTOMATIC FIRE SPRINKLER SYSTEM A. Refer to the attached Section 21 01 00, Water Based Fire Suppression Systems. B. Refer to Section 01 10 20, Design-Build Requirements, for additional information. END OF DIVISION DIVISION 22 PLUMBING 22 00 00 DESIGN-BUILD CRITERIA FOR PLUMBING A. Refer to the attached Section 22 00 00, Basic Plumbing Requirements. B. Refer to Section 01 10 20, Design-Build Requirements,for additional information. END OF DIVISION DIVISION 23 HEATING,VENTILATING AND AIR-CONDITIONING (HVAC) 23 00 00 GENERAL DESIGN-BUILD CRITERIA FOR HVAC A. Refer to the attached Section 23 00 00, Basic HVAC Requirements. B. Refer to Section 01 10 20, Design-Build Requirements,for additional information. END OF DIVISION Project Specifications- page 23 SA# 13106 MB Restaurants, LLC 4.16.14 • Pizzasmith Tenant Improvement Bridgeport Village . DIVISION 26 ELECTRICAL 26 00 00 GENERAL DESIGN-BUILD CRITERIA FOR ELECTRICAL A. Refer to the attached Section 26 00 00, Basic Materials and Methods. B. Refer to Section 01 10 20, Design-Build Requirements,for additional information. END OF DIVISION DIVISION 28 ELECTRONIC SAFETY AND SECURITY 28 3100 GENERAL DESIGN-BUILD CRITERIA FOR FIRE ALARM SYSTEM A. Refer to the attached Section 28 3100, Fire Alarm System. B. Refer to Section 01 10 20, Design-Build Requirements,for additional information. END OF DIVISION Project Specifications- page 24 ' SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village SECTION 21 01 00 WATER BASED FIRE SUPPRESSION SYSTEMS PART 1 GENERAL 1.1 SUMMARY A. Work included: Designing and providing complete automatic wet and dry fire sprinkler systems for the building areas in accordance with the latest edition of NFPA 13. B. Provide 100%fire sprinkler protection of the entire building per NFPA and local fire bureau requirements. C. Coordinate with appropriate sub-contractors to provide operable flow, tamper and miscellaneous appurtenances required for complete systems per NFPA and the local fire bureau. D. Coordinate with the project plumbing and civil engineering drawings to obtain supply water service. 1.2 RELATED WORK A. Basic Plumbing Requirements, Section 22 00 00. 1.3 SUBMITTALS A. Transmit five sets of submittals to the architect for review. The submittals shall be bound in three-ring binders, have major topic tabs and an index. In order to expedite approval of certain items, it is not necessary to transmit complete submittals initially. The initial transmittal will include the binder, expected tabs and an index indicating which items are included, the date each is transmitted, and which items are yet to be transmitted. Future transmittals shall include a revised index. Submittal items larger than 8 1/2"x 11 shall be a reproducible tracing. B. Include shop drawings with the submittals where necessary to determine clearance, where the contractor proposes alternate equipment or material arrangements, and when requested by the architect. C. Items transmitted for approval must be received in the architect's office within 45 days of contract award. The architect prior to installation must approve all material and equipment. D. Review of submittals or shop drawings by the architect does not relieve the contractor from the requirements of the Contract Documents unless specific approval has been requested for a given deviation. E. Submittals shall include: 1. Manufacturer's catalog or technical data showing performance, dimensions, materials of construction and recommended methods of installation. 21 01 00- 1 Fire Suppression SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 2. Submit locations of all inspector test stations, building drains, alarm bells and other visible appurtenances to the architect for review. 3. Specifically note locations of exposed piping on the shop drawings for Architect review. 4. Provide information and coordinate with electrical contractor as to locations and power requirements for all alarms, tamper switches, flow switches etc. 5. After Architect's review, prepare fire protection system shop drawings as required by code showing location piping, alarm valves, piping sizes, test tees and valves, drain valves and other related items. Submit drawings to the governing fire bureau and appropriate insurance services for review per owner's requirements. After changes by the reviews are made, submit three sets of approved drawings to the Architect. 6. Final submittals are to include the governing fire bureau stamp of design acceptance. 1.4 OPERATION AND MAINTENANCE DATA A. Provide O&M data in accordance with Section 22 00 00. B. O&M data shall include: 1. Manufacturer's literature for all equipment and materials. 2. Maintenance instructions. PART 2 PRODUCTS 2.1 MANUFACTURERS A. System Components:Star, Grinnell, Viking, Gem, Central or approved equal. 2.2 DESCRIPTION A. Piping Material:Schedule 40 black steel or steel tubing with flanged, screwed or mechanical joint fittings. B. Sprinkler Heads: Heads to be U.L. listed standard product of the manufacturer. 1. Building sprinkler heads that would normally protrude below 8-feet from finished floor to be fully concealed style with white cover plate. Verify locations within school on the architectural reflected ceiling plan. 2. General Building Finished Flat Ceilings: Recessed with tamper-resistant cover plates, white cover plate finish. 3. Non-Ceiling Area: Upright with standard brass finish. 4. Sidewall Heads: Satin chrome finish. 5. Provide the number of spare sprinklers required by NFPA code for each type in metal cabinet with sprinkler wrench. 6. Provide hard wire sprinkler head guards in all: a. Mechanical and electrical rooms. b. Data and hub rooms. C. Provide test orifices, miscellaneous valves,signing and appurtenances as required. 21 01 00-2 Fire Suppression ' SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village PART 3 EXECUTION 3.1 INSTALLATION A. General: Provide only U.L., Inc. listed components. B. Obtain fire protection water service as noted on the Civil Engineering drawings. Provide the main sprinkler riser in the riser room noted on the plumbing drawings. C. Provide complete hydraulically designed system(s) as required by the International Building Code, NFPA Standard 13 and the governing fire bureau. Provide all piping, alarms, fire department connections, fire hose cabinets, test orifices, miscellaneous valves, signing and appurtenances as required. D. Provide dry sprinkler coverage for building canopies and unconditioned building spaces as required. Refer to architectural plans and details for location coordination. Provide complete protection for all covered exterior areas as required by applicable NFPA codes and the local fire bureau. Coordinate miscellaneous canopies, etc.with the architectural drawings and provide coverage as required. 1. Dry systems to be charged at all times with air. 2. Oil-fueled compressors are to be used and shall be capable of filling the system in less than 30-minutes. 3. Dry system piping to be galvanized or painted. E. Provide hangers, brackets, supports, anchors and related appurtenances, as required, to support all piping and equipment provided under this section. Piping and equipment supports shall conform to NFPA Standard 13. F. Provide seismic bracing and support as required. G. Sprinkler Head Installation: 1. Ceiling Tile Finishes: Heads are to be installed in the middle of a square panel and the half panel of a 2'x4' ceiling tile. 2. Heads are to be coordinated with speakers, smoke detectors, ceiling grilles and other ceiling mounted appurtenances. 3. Spaces with multiple heads are to have the heads spaced symmetrically within the space. If more than the minimum head number is required for a symmetrical pattern within the space coordinated with other ceiling appurtenances, the symmetrical and coordinated appearance will govern the final layout and design. 4. Corridors and similar elongated spaces are to have the heads installed in the middle of the space ceiling, not to one side in an asymmetrical pattern. Coordinate with Architect. H. Piping Installation fire protection piping systems to be installed in conformance with NFPA Standard 13. Install all piping in a true and even manner with lines pitched for drainage and system arranged so it can be entirely emptied of water. I. Coordinate electrical connections for all flow and tamper switches, alarms and other fire protection system electrical connections required and include the cost of those connections in the bid price. Include in the bid price provisions to bring power to all points of connection related to the sprinkler fire protection system. 21 01 00-3 Fire Suppression SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village J. Piping shall be concealed in all areas except those that have no ceilings and then it shall be coordinated with the Architect. K. Non-Ceiling Areas: Piping locations shall be exposed and coordinated with lights, ducts and other equipment. Review all exposed sprinkler head locations with the architect prior to installation. L. Perform all tests and arrange for required inspections of installed system as required by NFPA Standard 13. Submit certificates of inspection and tests to Architect. M. Install spare sprinkler cabinet where directed by Architect. N. The exact number of heads and design required will be determined by the contractor based upon drawings approved by the local fire bureau. The contractor is to provide fully designed and functional sprinkler systems meeting the requirements of NFPA and the local fire bureau. Provide all design, heads and equipment required for the complete functional systems. O. Verify all areas subject to freezing on the architectural drawings and provide dry type heads/systems, anti-freeze systems or coordinate with the appropriate sub- contractor to provide freeze protection in those areas. P. Coordinate sprinkler mains with drain fixtures and verify adequate drain receptors are available for the system, inspectors test, etc. Inspector test ports are to have lockable valve handles. Q. Coordinate pipe routing with other trades requiring ceiling space for the installation of their equipment. Locate riser, valves, controls and accessories in the location approved and coordinated with the architect. Coordinate with other trades and specialty drawings to determine exact riser location in room. R. Configure wet sprinkler zones by building wings or groups of rooms. Zones shall be capable of being valved off so that areas requiring fire watches are limited during modification or service work S. Provide clear, descriptive labeling of fire sprinkler zones in the riser room. Mount a sprinkler zone map framed under glass in the riser room. 3.2 FIRESTOPPING PENETRATIONS IN FIRE-RATED WALL/FLOOR ASSEMBLIES A. Contractors shall provide proper sizing when providing sleeves or core-drilled holes to accommodate their through penetrating items. All voids between sleeve or core-drilled hole and pipe passing through, shall be firestopped to meet the requirements of ASTM E-814. END OF SECTION 21 01 00- 4 Fire Suppression SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village SECTION 22 00 00 BASIC PLUMBING REQUIREMENTS 1 PART 1 GENERAL 1.1 OTHER REQUIREMENTS A. The Bidding, General and Supplementary Conditions of this project manual and specific sections as noted apply to the work specified in Plumbing Division 22 which encompasses Sections 22 00 00 through 22 47 00. This Section 22 00 00 applies to all sections of Division 22 Plumbing. 1.2 SCOPE A. It is the intent of these specifications and the accompanying drawings to describe complete plumbing systems installations for all building areas, new and renovation. B. Furnish and install all material, labor and equipment in accordance with these documents. C. Include all incidental items and work not specifically shown or specified but required by good practice in a complete system. D. The drawings and specifications are complementary.What is called for in one shall be called for in both. E. The drawings are diagrammatic but should be followed as closely as possible. Where required by jobsite conditions, relocate and provide fittings,etc., as required. Provide an allowance in the contract bid to furnish additional pipe and fittings required for coordination with structure and other construction trades. 1.3 DEFINITIONS A. Or approved equal: Requires approval prior to bid date. B. Indicated: 1. The term "indicated" is a cross reference to details, notes, or schedules on the drawings, other paragraphs or schedules in the specifications, and similar means of recording requirements in the Contract Documents. 2. Where terms such as"shown," "noted," "scheduled," and "specified"are used instead of"indicated," it is for the purpose of helping the reader locate the cross reference, and no limitation of location is intended except as specifically noted. C. Directed, Requested, Etc.: Where not otherwise explained,terms such as "directed," "requested," "authorized," "selected," "approved," "required," "accepted,"and "permitted" mean "directed by the Engineer," "requested by the Engineer,"etc. However, no such implied meaning will be interpreted to extend the Engineer's responsibility into the Contractor's area of construction supervision. D. Site or Project Site:The space available to the Contractor for the performance of the work, either exclusively or in conjunction with others performing the work as part of the project. The extent of the project site is shown on the plumbing drawings and is not identical with the description of the land upon which the project is to be built. 22 00 00 - 1 Basic Plumbing Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village E. Approved: 1. Where used in conjunction with the Architect's response to submittals,requests, applications,inquiries, reports and claims by the Contractor,the meaning of the term "approved"will be held to the limitations of the Architect's responsibilities and duties as specified in the General and Supplementary Conditions. 2. In no case will "approval" by the Architect be interpreted as a release of the Contractor from responsibilities to fulfill requirements of the Contract Documents. F. Provide:The term"provide"means to furnish and install,complete and ready for the intended use. 1.4 STANDARDS AND CODES A. Provide all equipment and material and perform all work in accordance with all local,state and national codes and regulations. B. For work on this project,comply with appropriate standards published by the following: 1. American National Standards Institute. 2. Acoustical Society of America. 3. American Society of Mechanical Engineers. 4. American Society of Plumbing Engineers. 5. American Society for Testing and Materials. 6. Institute of Boiler and Radiator Manufacturers. 7. National Electrical Manufacturers Association. 8. National Fire Protection Association. 9. Underwriters' Laboratories. 1.5 APPROVAL OF EQUIPMENT AND MATERIALS A. Manufacturer's trade names,catalog numbers and material specifications used in this specification are intended to establish the quality of equipment or materials expected. Materials and manufacturers not listed require approval prior to the bid date. B. Approval of substitute equipment or materials will be based upon performance,quality and other factors deemed important by the Architect. The Contractor will be responsible for making all changes in this and other associated work required as a result of the substitution.Additional or modified structural calculations and roof penetrations required to accommodate the substitution will be the responsibility of the contractor. 1.6 SUBMITTALS A. Transmit five sets of submittals to the Architect for review. The submittals shall be bound in three-ring binders,have major topic tabs and an index. In order to expedite approval of certain items,it is not necessary to transmit complete submittals initially. The initial transmittal will include the binder,expected tabs and an index indicating which items are included,the date each is transmitted,and which items are yet to be transmitted. Future transmittals shall include a revised index. B. Furnish performance data and technical information on all materials and equipment to be used on the project. C. Include shop drawings with the submittals where necessary to determine clearance,where the Contractor proposes alternate equipment or material arrangements,and when requested by the Architect. 22 00 00- 2 Basic Plumbing Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village D. Items transmitted for approval must be received in the Architect's office within 45 days of contract award. The Architect prior to installation must approve all material and equipment. E. Review of submittals or shop drawings by the Architect does not relieve the Contractor from the requirements of the Contract Documents unless specific approval has been requested for a given deviation. 1.7 QUALITY ASSURANCE A. Maintain the highest standards of workmanship throughout the project. B. Use the latest editions of applicable and specifically referenced standards. C. Inspect all material and equipment upon arrival at the site and return any which is not in new condition. 2 PART 2 PRODUCTS Not Used 3 PART 3 EXECUTION 3.1 COORDINATION A. Cooperate with other trades to assure that construction proceeds in an orderly and timely manner. Contract cost increases due to improperly sequenced work with other trades will not be allowed. B. Study the new and existing architectural,structural, electrical, shop and any specialty drawings as appropriate and specifications to determine required coordination. C. Prepare detailed shop drawings where necessary to assure proper fit and necessary clearance. D. Refer to electrical drawings to verify voltage and phase of plumbing equipment. 3.2 PERMITS, FEES AND INSPECTIONS A. Obtain all required permits and pay for all fees and connection charges. B. Schedule any required inspections. 3.3 MATERIALS AND WORKMANSHIP A. Furnish all materials and equipment in new condition,free from defects and of size, make,type and quality specified. Installation shall be in a neat and workmanlike manner. B. When two or more items of the same kind,type or class are required, use items of a single manufacturer. 3.4 MEASUREMENTS A. Take all measurements from reference datums established by the plumbing contractor. 22 00 00 - 3 Basic Plumbing Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 3.5 DELIVERY,HANDLING AND STORAGE A. Receive all material and equipment at the jobsite or shop. B. Use proper and sufficient equipment to handle all products employed in the project. C. Where storage of material or equipment is necessary,it shall be a clean and weatherproof area. Seal any openings and cover the product to assure that there will be no corrosion or foreign matter introduced. Assure that it will be in new condition when placed in service. 3.6 EQUIPMENT INSTALLATION,BRACING AND SUPPORT A. Install all equipment in strict accordance with the manufacturer's instructions unless otherwise indicated. B. The drawings in general are based upon one of the specific manufacturers listed for a particular equipment item. The other specified manufacturers and additional approved manufacturers of equipment may require deviations from the drawings to properly install the particular equipment in accordance with the manufacturer's recommendations and to provide the system results required. Provide all work necessary in the base bid price to install this equipment. C. Where the installation shown or specified is contrary to the manufacturer's instructions,advise the Architect in writing of the differences before proceeding with the installation. D. Provide supports for all apparatus as specified,detailed,as required by the manufacturers of specific equipment and the project governing code authorities. Anchor all roof and base/floor mounted equipment with size and spacing of anchor bolts or other attachment means as recommended by the respective equipment manufacturer. Provide seismic restraints on all plumbing equipment in accordance with Zone 3 seismic requirements. Provide seismic restraint details and calculations as required by the governing code jurisdiction. Costs for all seismic detail development and calculations are the responsibility of the contractor and will be included in the base bid price. E. Maintain a copy of the manufacturer's installation instructions at the jobsite for all equipment. 3.7 SLEEVES AND INSERTS A. Provide sleeves at all locations where piping and ductwork passes through building construction. B. Sleeves for interior walls and floors shall be 22-gauge galvanized or heavier as required. Sleeves for exterior walls shall be cast iron,wall thickness as required. 1. Wall sleeves shall be installed in all exterior walls and all interior masonry or fire-rated walls in a manner that preserves the fire-rated or watertight integrity of the wall. 2. Interior wall sleeves for uninsulated pipe shall allow minimum 1/4-inch clearance all around pipe for pipe movement. Allow 1-inch clearance around pipe at building expansion joints. 3. Interior wall sleeves for insulated piping shall be selected to encompass the pipe and insulation and allow minimum 1/4-inch clearance around insulation for pipe movement. Allow 1-inch clearance around pipe and insulation at building expansion joints. 4. Floor sleeves shall extend 1/2-inch above the floor and shall be sealed watertight. 22 00 00-4 Basic Plumbing Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 5. Floor sleeves shall be oversized to allow 1/2-inch minimum space all around pipe or pipe and insulation where applicable. Seal space between pipe and sleeve with Dow Corning Fire Stop System, 3M brand CP25 or approved equal.Sealant must be between pipe and sleeve. Sealant between insulation and sleeve is not acceptable. Install firestop materials in complete accordance with the manufacturer's instructions and in compliance to applicable UL listings. C. Seal space between pipe and sleeve with Dow Corning Fire Stop System, 3M Brand CP25 or approved equal where piping penetrates firewall or floors. Sealant must be between pipe and sleeve;sealant between insulation and sleeve is not acceptable. Install firestop materials in complete accordance with the manufacturer's instructions and in compliance to applicable UL listings. 3.8 FLOOR,WALL AND CEILING PLATES A. Provide escutcheon plates where all exposed piping passes through finished walls,floors and ceilings, including accessible cabinet spaces. B. Floor plates: deep recessed, cast brass,chrome plated. C. Wall and ceiling plates:spun aluminum, chrome plated. D. Secure plates to pipe or structure. Plates shall not penetrate insulation vapor barriers. Size plates to sufficiently cover pipe sleeves and openings in finish materials. 3.9 ACCESS DOORS AND PANESL A. Provide access doors or panels where indicated on the drawings or required to provide access to valves, equipment,water hammer arrestors,trap primers and other appurtenances requiring periodic attention and as specified. B. Provide doors or panels as manufactured by Cesco, Milcor, Elmdor or approved equal. Cesco used as basis of design. C. In non-fire rated ceiling and wall access panels provide Cesco style W,SR-1, P, PX as required for wall or ceiling construction, 12" x 12"or larger as required for ease of access. D. In fire-rated ceiling and wall access panels provide Cesco style FB, U.L. listed for 1-1/2 hour fire rated stud and masonary wall system. 3.10 PROTECTION A. Protect all work, material and equipment from loss or damage until the Owner accepts the project. B. As the work progresses, keep all equipment covered and cap all piping that may temporarily be left unconnected. C. Notify all other trades of any required precautions necessary to protect the work. 3.11 ACCESSIBILITY A. Provide convenient access by location or access panel to all equipment requiring periodic service. 22 00 00 - 5 Basic Plumbing Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 3.12 ELECTRICAL WORK A. Materials and work to be provided as a part of this Plumbing Division 22 are: 1. Equipment control wiring. 2. Interlock wiring. 3. Motor starters. B. Wherever possible, provide all interconnect wiring within or on a piece of equipment with the equipment unless shown or specified otherwise. An electrician licensed to perform this type of work shall perform all field wiring. 3.13 RELATED WORK A. The following work and materials are specified elsewhere: B. Pipe chases, equipment pads and foundations,trenches, painting, louvered and access panels except as otherwise specified in this division. 1. Framed openings,wood grounds and nailing strips, masonry,concrete and other architectural and structural elements. C. The following work and materials are specified in Electrical Division: 1. Power wiring. 2. Disconnect switches. 3. Furnishing and installation of disconnect switches. 4. Installation of magnetic starters. 3.14 CLEANING A. Maintain premises and public properties free from accumulations of waste,debris and rubbish during construction. B. Clean all plumbing equipment of dust,grease, iron cuttings, unnecessary stamps or shipping labels, etc. C. Touch up factory-painted surfaces,as necessary,with paint of matching color. 3.15 RECORD DRAWINGS A. Maintain one set of construction drawings at the jobsite for the sole purpose of recording work of the plumbing contract, as actually installed. Upon request,the Architect will make the original tracings available to the plumbing contractor for printing the drawings. The Contractor shall pay the reproduction costs. B. Record all piping by dimensions from gridlines, below grade,above floor,etc. Show location of all access panels, cleanouts, rough-in for future, etc. C. Make record drawings available to the Architect for review or reproduction during construction. The Architect will pay any printing costs. D. Deliver record drawings to the Architect promptly upon completion of the project. 22 00 00 - 6 Basic Plumbing Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 3.16 OPERATION AND MAINTENANCE MANUALS: A. Submit five copies of the Operation and Maintenance Manuals to the Architect for approval before project completion. Bind the instruction books with three-ring 8-1/2" x 11"side binders with plastic covers. Include an index and tabs for major systems and equipment. Operation and Maintenance Manuals shall include the following: B. Directories: 1. Supplier Directory:Alphabetical list of principal subcontractors and suppliers of equipment giving names,addresses and telephone numbers. 2. Equipment Directory: List of plumbing equipment installed such as, pumps, water heaters, plumbing fixtures, etc.,giving drawing reference numbers, location,area served, manufacturer with model number and supplier. C. Manufacturer's Literature: 1. Show name, address and phone number of the nearest service facility authorized by the manufacturer. 2. Include illustrations, diagrams,and instructions for installation,startup, operation, inspections, maintenance, parts list, data sheets and other necessary materials. 3. Include complete electrical,schematic and connection diagrams for each equipment item. 4. Include the name,address and phone number of contractor(s)who furnished and who installed equipment and systems. 5. Where the literature covers more than one model, check off neatly in ink correct model number and data for the model number including all specified options. 6. In those instances where the equipment, its mode of control, or both, is job assembled for special functions,then provide written operating and maintenance instructions prepared by the assembler on 8-1/2" x 11"sheets. D. Maintenance Instructions: 1. Where instructions for maintenance are not included in the manufacturer's literature, provide supplemental data to enable proper maintenance of the equipment installed. 2. Include specific lubrication methods and recommended frequencies along with procedures and precautions for inspection and routine service. E. Copy of Written Guarantee. F. Recommended Spare Parts Stock. 3.17 OWNER MEETING A. Schedule a meeting between the Contractor's representative and the Owner for the purpose of reviewing operation and maintenance of the building mechanical systems. The Contractor's representative shall be well qualified and knowledgeable of the systems in this facility. B. The meeting shall be scheduled to allow the Owner and appropriate subcontractors and equipment suppliers to attend. C. The meeting shall be scheduled promptly upon completion of the project and approval of the Operation and Maintenance Manuals. D. The Contractor shall review the Operation and Maintenance Manuals and record drawings in detail with the Owner. 22 00 00 - 7 Basic Plumbing Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 3.18 CUTTING AND PATCHING A. Cut work as required for installation and patch to match original conditions as directed and approved by Architect. Do not cut structural portion without Architect's approval. B. When masonry construction must be penetrated, provide a steel pipe sleeve in opening and grout in place in a neat manner. Leave grout surface to match existing finish. C. Prior to cutting any existing work, locate all concealed utilities to eliminate any possible service interruption or damage. 3.19 FIRESTOPPING PENETRATIONS IN FIRE-RATED WALL/FLOOR ASSEMBLIES A. Contractors shall provide proper sizing when providing sleeves or core-drilled holes to accommodate the through penetrating items. All voids between sleeve or core-drilled hole and pipe passing through,shall be firestopped to meet the requirements of ASTM E-814. B. Fire stop penetrations in accordance with the U.L.listed assemblies provided by the manufacturers of the products used. 3.20 CONTRACT COST DATA A. Furnish to the Architect a cost breakdown of the Plumbing Contract with major systems and equipment broken out with itemized costs. 3.21 CHANGE ORDERS A. All supplemental cost proposals by the Contractor shall be accompanied with a complete itemized breakdown of labor and materials cost without exception. B. Contractor's estimating sheets for the supplemental cost proposals shall be made available to the Architect. Labor must be separated and allocated for each item of work. 3.22 VERIFICATION OF EXISTING CONDITIONS A. Verify field conditions and measurements prior to the manufacture or order of materials and equipment. B. Produce shop drawings with details as required to verify proper installation of materials& equipment in conformance with applicable codes and the manufacturer's requirements. 3.23 SYSTEMS WIRING FURNISHED BY POWER ITEM INSTALL BY WIRING CONTROL WIRING 1. Division 23 Div. 23 Div. 23 Div. 26 Div.23 Equipment Motors 2. Motor Starters, Div. 23 Div. 26 Div. 26 Div.23 Contactors and Overload Heaters — Integral 22 00 00-8 Basic Plumbing Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village FURNISHED BY POWER ITEM INSTALL BY WIRING CONTROL WIRING 3. Motor Control Div. 26 Div. 26 Div.26 Div.23 Centers 4. Fused & Unfused Div.26 Div. 26 Div.26 Disconnect Switches 5. Manual Operation Div. 26 Div.26 Div.26 Div.26 Switches 6. Control Relays & Div. 23 Div.23 Div.23 Div.23 Transformers 7. Energy Div.23 Div. 23 Div.23 Div.23 Management Control Panels 8. Motorized Solenoid Div.23 Div. 23 Div.23 Div.23 Valves END OF SECTION 22 00 00-9 Basic Plumbing Requirements SA# 13106 MB Restaurants, LLC 4.16.14 • Pizzasmith Tenant Improvement Bridgeport Village SECTION 23 00 00 BASIC HVAC REQUIREMENTS PART 1 GENERAL 1.1 OTHER REQUIREMENTS A. The Bidding,General and Supplementary Conditions of this project manual and specific sections as noted apply to the work specified in Mechanical Division 23 which encompasses Sections 23 00 00 through 23 82 39. This Section 23 00 00 applies to all sections of Mechanical Division 23. 1.2 SCOPE A. It is the intent of these specifications and the accompanying drawings to describe complete mechanical systems installations for all building areas. B. Furnish and install all material, labor and equipment in accordance with these documents. C. Include all incidental items and work not specifically shown or specified but required by good practice in a complete system. D. The drawings and specifications are complementary.What is called for in one shall be called for in both. E. The drawings are diagrammatic but should be followed as closely as possible. Where required by jobsite conditions, relocate and provide fittings,etc., as required. Provide an allowance in the contract bid to furnish additional pipe and ductwork fittings required for coordination with structure and other construction trades. 1.3 DEFINITIONS A. Or approved equal: Requires approval prior to bid date. B. Indicated: 1. The term"indicated" is a cross reference to details, notes,or schedules on the drawings, other paragraphs or schedules in the specifications, and similar means of recording requirements in the Contract Documents. 2. Where terms such as"shown," "noted," "scheduled," and "specified"are used instead of"indicated," it is for the purpose of helping the reader locate the cross reference, and no limitation of location is intended except as specifically noted. C. Directed, Requested, Etc.: Where not otherwise explained,terms such as "directed," "requested," "authorized," "selected," "approved," "required," "accepted,"and "permitted" mean "directed by the Engineer," "requested by the Engineer," etc. However, no such implied meaning will be interpreted to extend the Engineer's responsibility into the Contractor's area of construction supervision. D. Site or Project Site:The space available to the Contractor for the performance of the work,either exclusively or in conjunction with others performing the work as part of the project. The extent of the project site is shown on the Mechanical drawings and is not identical with the description of the land upon which the project is to be built. E. Approved: 23 00 00 - 1 Basic HVAC Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 1. Where used in conjunction with the Architect's response to submittals, requests, applications, inquiries, reports and claims by the Contractor,the meaning of the term "approved"will be held to the limitations of the Architect's responsibilities and duties as specified in the General and Supplementary Conditions. 2. In no case will "approval" by the Architect be interpreted as a release of the Contractor from responsibilities to fulfill requirements of the Contract Documents. F. Provide:The term "provide" means to furnish and install,complete and ready for the intended use. 1.4 STANDARDS AND CODES A. Provide all equipment and material and perform all work in accordance with all local,state and national codes and regulations. B. For work on this project,comply with appropriate standards published by the following: 1. Air Diffusion Council ADC 2. American Gas Association AGA 3. Air Movement and Control Association AMCA 4. American National Standards Institute ANSI 5. Air-Conditioning and Refrigeration Institute ARI 6. Acoustical Society of America ASA 7. American Society of Heating, Refrigerating and Air-Conditioning ASHRAE 8. American Society of Mechanical Engineers ASME 9. American Society for Testing and Materials ASTM 10. Washington County,Oregon 11. National Environmental Balancing Bureau NEBB 12. National Electrical Manufacturers Association NEMA 13. National Fire Protection Association NFPA 14. Sheet Metal and Air Conditioning Contractors' National Association SMACNA 15. Underwriters' Laboratories UL 16. 2007 International Building Code(w/State of Oregon Amendments) IBC 17. International Mechanical Code (w/State of Oregon Amendments-Oregon Mechanical Specialty Code) IMC 18. Uniform Plumbing Code (w/State of Oregon Amendments- Plumbing Specialty Code) UPC 1.5 APPROVAL OF EQUIPMENT AND MATERIALS A. Manufacturer's trade names,catalog numbers and material specifications used in this specification are intended to establish the quality of equipment or materials expected. Materials and manufacturers not listed require approval prior to the bid date. B. Approval of substitute equipment or materials will be based upon performance,quality and other factors deemed important by the Architect. The Contractor will be responsible for making all changes in this and other associated work required as a result of the substitution.Additional or modified structural calculations and roof penetrations required to accommodate the substitution will be the responsibility of the contractor. 23 00 00 -2 Basic HVAC Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 1.6 SUBMITTALS A. Transmit five sets of submittals to the Architect for review. The submittals shall be bound in three-ring binders, have major topic tabs and an index. In order to expedite approval of certain items,it is not necessary to transmit complete submittals initially. The initial transmittal will include the binder,expected tabs and an index indicating which items are included,the date each is transmitted,and which items are yet to be transmitted. Future transmittals shall include a revised index. B. Furnish performance data and technical information on all materials and equipment to be used on the project. C. Include shop drawings with the submittals where necessary to determine clearance,where the Contractor proposes alternate equipment or material arrangements,and when requested by the Architect. D. Items transmitted for approval must be received in the Architect's office within 45 days of contract award. The Architect prior to installation must approve all material and equipment. E. Review of submittals or shop drawings by the Architect does not relieve the Contractor from the requirements of the Contract Documents unless specific approval has been requested for a given deviation. 1.7 QUALITY ASSURANCE A. Maintain the highest standards of workmanship throughout the project. B. Use the latest editions of applicable and specifically referenced standards. C. Inspect all material and equipment upon arrival at the site and return any which is not in new condition. PART 2 PRODUCTS Not Used PART 3 EXECUTION 3.1 COORDINATION A. Cooperate with other trades to assure that construction proceeds in an orderly and timely manner. Contract cost increases due to improperly sequenced work with other trades will not be allowed. B. Study the new and existing architectural,structural,electrical,shop and any specialty drawings as appropriate and specifications to determine required coordination. C. Prepare detailed shop drawings where necessary to assure proper fit and necessary clearance. D. Refer to electrical drawings to verify voltage and phase of mechanical equipment. 3.2 PERMITS, FEES AND INSPECTIONS A. Obtain all required permits and pay for all fees and connection charges. 23 00 00-3 Basic HVAC Requirements • SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village B. Schedule any required inspections. 3.3 MATERIALS AND WORKMANSHIP A. Furnish all materials and equipment in new condition,free from defects and of size, make,type and quality specified. Installation shall be in a neat and workmanlike manner. B. When two or more items of the same kind,type or class are required, use items of a single manufacturer. 3.4 MEASUREMENTS A. Take all measurements from reference datums established by the mechanical contractor. 3.5 DELIVERY, HANDLING AND STORAGE A. Receive all material and equipment at the jobsite or shop. B. Use proper and sufficient equipment to handle all products employed in the project. C. Where storage of material or equipment is necessary, it shall be a clean and weatherproof area. Seal any openings and cover the product to assure that there will be no corrosion or foreign matter introduced. Assure that it will be in new condition when placed in service. 3.6 EQUIPMENT INSTALLATION, BRACING AND SUPPORT A. Install all equipment in strict accordance with the manufacturer's instructions unless otherwise indicated. B. The drawings in general are based upon one of the specific manufacturers listed for a particular equipment item. The other specified manufacturers and additional approved manufacturers of equipment may require deviations from the drawings to properly install the particular equipment in accordance with the manufacturer's recommendations and to provide the system results required. Provide all work necessary in the base bid price to install this equipment. C. Where the installation shown or specified is contrary to the manufacturer's instructions, advise the Architect in writing of the differences before proceeding with the installation. D. Provide supports for all apparatus as specified,detailed, as required by the manufacturers of specific equipment and the project governing code authorities. Anchor all roof and base/floor mounted equipment with size and spacing of anchor bolts or other attachment means as recommended by the respective equipment manufacturer. Provide seismic restraints on all mechanical equipment in conformance with the 2007 Oregon Structural Specialty Code, Section 1613 "Earthquake Loads". Costs for seismic calculations are to be included in the bid price. E. Maintain a copy of the manufacturer's installation instructions at the jobsite for all equipment. F. The presence of above ceiling equipment items shall be marked using label tape markers affixed to the ceiling grid. The markers shall indicate equipment category and equipment number. Coordinate color-coding and lettering requirements with the owner's representative. 3.7 SLEEVES AND INSERTS A. Provide sleeves at all locations where piping and ductwork passes through building construction. 23 00 00 - 4 Basic HVAC Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village B. Sleeves for interior walls and floors shall be 22 gauge galvanized or heavier as required. Sleeves for exterior walls shall be cast iron,wall thickness as required. 1. Wall sleeves shall be installed in all exterior walls and all interior masonry or fire-rated walls in a manner that preserves the fire-rated or watertight integrity of the wall. 2. Interior wall sleeves for uninsulated pipe shall allow minimum 1/4-inch clearance all around pipe for pipe movement. Allow 1-inch clearance around pipe at building expansion joints. 3. Interior wall sleeves for insulated piping shall be selected to encompass the pipe and insulation and allow minimum 1/4-inch clearance around insulation for pipe movement. Allow 1-inch clearance around pipe and insulation at building expansion joints. 4. Floor sleeves shall extend 4-inches above the floor and shall be sealed watertight. Floor sleeves shall be oversized to allow 1/2-inch minimum space all around pipe or pipe and insulation where applicable. Seal space between pipe and sleeve with Dow Corning Fire Stop System,3M brand CP25 or approved equal.Sealant must be between pipe and sleeve.Sealant between insulation and sleeve is not acceptable. Install firestop materials in complete accordance with the manufacturer's instructions and in compliance to applicable UL listings. C. Seal space between pipe and sleeve with Dow Corning Fire Stop System,3M Brand CP25 or approved equal where piping penetrates firewall or floors. Sealant must be between pipe and sleeve;sealant between insulation and sleeve is not acceptable. Install firestop materials in complete accordance with the manufacturer's instructions and in compliance to applicable UL listings. 3.8 FLOOR,WALL AND CEILING PLATES A. Provide escutcheon plates where all exposed piping and ductwork passes through finished walls, floors and ceilings, including accessible cabinet spaces. B. Floor plates:deep recessed,cast brass,chrome plated. C. Wall and ceiling plates:spun aluminum,chrome plated. D. Secure plates to pipe or structure. Plates shall not penetrate insulation vapor barriers. Size plates to sufficiently cover pipe sleeves and openings in finish materials. 3.9 PROTECTION A. Protect all work, material and equipment from loss or damage until the Owner accepts the project. B. As the work progresses,keep all equipment covered and cap all ducts and piping that may temporarily be left unconnected. C. Notify all other trades of any required precautions necessary to protect the work. 3.10 ACCESSIBILITY A. Provide convenient access by location or access panel to all equipment requiring periodic service. 3.11 ELECTRICAL WORK A. Materials and work to be provided as a part of this Mechanical Division 15000 are: 23 00 00-5 Basic HVAC Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 1. Equipment control wiring. 2. Interlock wiring. 3. Motor starters. B. Wherever possible, provide all interconnect wiring within or on a piece of equipment with the equipment unless shown or specified otherwise. An electrician licensed to perform this type of work shall perform all field wiring. 3.12 RELATED WORK A. The following work and materials are specified elsewhere: 1. Pipe chases, equipment pads and foundations,trenches, painting, air louvers, louvered penthouse and access panels except as otherwise specified in this division. 2. Framed openings,wood grounds and nailing strips, masonry, concrete and other architectural and structural elements. B. The following work and materials are specified in Electrical Specification Divisions: 1. Power wiring. 2. Disconnect switches. 3. Furnishing and installation of disconnect switches. 4. Installation of magnetic starters. 3.13 CLEANING A. Maintain premises and public properties free from accumulations of waste, debris and rubbish during construction. B. Clean all mechanical equipment of dust,grease, iron cuttings, unnecessary stamps or shipping labels,etc. C. Touch up factory-painted surfaces, as necessary,with paint of matching color. 3.14 RECORD DRAWINGS A. Maintain one set of construction drawings at the jobsite for the sole purpose of recording work of the mechanical contract,as actually installed. Upon request,the Architect will make the original tracings available to the mechanical contractor for printing the drawings. The Contractor shall pay the reproduction costs. B. Record all piping and ductwork by dimensions from gridlines, below grade,above floor, etc. Show location of all access panels, cleanouts, rough-in for future, etc. C. Make record drawings available to the Architect for review or reproduction during construction. The Architect will pay any printing costs. D. Deliver printed record drawings and AutoCAD file record drawings to the Architect promptly upon completion of the project. 3.15 OPERATION AND MAINTENANCE MANUALS: A. Submit five copies of the Operation and Maintenance Manuals to the Architect for approval before project completion. Bind the instruction books with three-ring 8-1/2" x 11"side binders with plastic covers. Include an index and tabs for major systems and equipment. Operation and Maintenance Manuals shall include the following: 23 00 00 - 6 Basic HVAC Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village B. Directories: 1. Supplier Directory:Alphabetical list of principal subcontractors and suppliers of equipment giving names, addresses and telephone numbers. 2. Equipment Directory: List of equipment installed such as fans, air supply units, pumps, heating and cooling equipment, plumbing fixtures,etc.,giving drawing reference numbers, location,area served, manufacturer with model number and supplier. C. Manufacturer's Literature: 1. Show name, address and phone number of the nearest service facility authorized by the manufacturer. 2. Include illustrations,diagrams, and instructions for installation, startup, operation, inspections, maintenance, parts list, data sheets and other necessary materials. 3. Include complete electrical, schematic and connection diagrams for each equipment item. 4. Include the name,address and phone number of contractor(s)who furnished and who installed equipment and systems. 5. Where the literature covers more than one model,check off neatly in ink correct model number and data for the model number including all specified options. 6. In those instances where the equipment, its mode of control,or both, is job assembled for special functions,then provide written operating and maintenance instructions prepared by the assembler on 8-1/2"x 11"sheets. D. Maintenance Instructions: 1. Where instructions for maintenance are not included in the manufacturer's literature, provide supplemental data to enable proper maintenance of the equipment installed. 2. Include specific lubrication methods and recommended frequencies along with procedures and precautions for inspection and routine service. E. Copy of Written Guarantee. F. Recommended Spare Parts Stock. 3.16 OWNER MEETING A. Schedule a meeting between the Contractor's representative and the Owner for the purpose of reviewing operation and maintenance of the building mechanical systems. The Contractor's representative shall be well qualified and knowledgeable of the systems in this facility. B. The meeting shall be scheduled to allow the Owner and appropriate subcontractors and equipment suppliers to attend. C. The meeting shall be scheduled promptly upon completion of the project and approval of the Operation and Maintenance Manuals. D. The Contractor shall review the Operation and Maintenance Manuals and record drawings in detail with the Owner. 3.17 CUTTING AND PATCHING A. Cut work as required for installation and patch to match original conditions as directed and approved by Architect. Do not cut structural portion without Architect's approval. B. When masonry construction must be penetrated,provide a steel pipe sleeve in opening and grout in place in a neat manner. Leave grout surface to match existing finish. 23 00 00- 7 Basic HVAC Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village C. Prior to cutting any existing work,locate all concealed utilities to eliminate any possible service interruption or damage. 3.18 FIRESTOPPING PENETRATIONS IN FIRE-RATED WALL/FLOOR ASSEMBLIES A. Contractors shall provide proper sizing when providing sleeves or core-drilled holes to accommodate the through penetrating items. All voids between sleeve or core-drilled hole and pipe passing through,shall be firestopped to meet the requirements of ASTM E-814. B. Fire stop penetrations in accordance with the U.L.listed assemblies provided by the manufacturers of the products used. 3.19 CONTRACT COST DATA A. Furnish to the Architect a cost breakdown of the Mechanical Contract with major systems and equipment broken out with itemized costs. 3.20 CHANGE ORDERS A. All supplemental cost proposals by the Contractor shall be accompanied with a complete itemized breakdown of labor and materials cost without exception. B. Contractor's estimating sheets for the supplemental cost proposals shall be made available to the Architect. Labor must be separated and allocated for each item of work. 3.21 VERIFICATION OF EXISTING CONDITIONS A. Verify field conditions and measurements prior to the manufacture or order of materials and equipment. B. Produce shop drawings with details as required to verify proper installation of materials& equipment in conformance with applicable codes and the manufacturer's requirements. 3.22 SYSTEMS WIRING FURNISHED BY POWER ITEM INSTALL BY WIRING CONTROL WIRING 1. Division 23 Div.23 Div. 23 Div. 26 Div. 23 Equipment Motors 2. Motor Starters, Div. 23 Div. 26 Div.26 Div. 23 Contactors and Overload Heaters — Integral 3. Motor Control Div.26 Div.26 Div. 26 Div.23 Centers 4. Fused & Unfused Div.26 Div.26 Div.26 Disconnect Switches S. Manual Operation Div.26 Div. 26 Div.26 Div. 26 Switches 23 00 00-8 Basic HVAC Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village FURNISHED BY POWER ITEM INSTALL BY WIRING CONTROL WIRING 6. Control Relays & Div.23 Div.23 Div.23 Div. 23 Transformers 7. Energy Management Div. 23 Div.23 Div. 23 Div. 23 Control Panels 8. Duct Mounted Div. 23 Div.23 Div.26 Div.23 smoke Detectors Equipment shutdown Div.26—Fire Alarm END OF SECTION 23 00 00-9 Basic HVAC Requirements SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village SECTION 26 05 00 BASIC MATERIALS AND METHODS PART 1 GENERAL 1.2 DESCRIPTION A. Conditions of the Contract and Section 26 00 00 apply to this Section. 1.3 COORDINATION OF WORK A. Conduct work in a manner to cooperate with all other trades for proper installation of all items of equipment. Consult the Drawings of all other trades or crafts to avoid conflicts with cabinets, counters, equipment,structural members,etc. In general,the architectural drawings govern but conflicts shall be resolved with the Architect prior to rough-in. B. Verify the physical dimension of each item of electrical equipment to fit the available space. Coordination of the equipment to fit into the available space and the access routes through the construction shall be the Contractor's responsibility. C. Coordinate rough-in and wiring requirements for all mechanical equipment with mechanical contractor and equipment supplier. Make installation in accordance with rough-in and wiring diagrams provided by equipment supplier for Contractor's use. Report immediately to architect any deviation between contract documents and actual equipment requirements. D. Coordinate all aspects of the electrical,telephone and other utility services with the appropriate serving utility. No additional compensation will be allowed the Contractor for connection fees or additional work or equipment not covered in the Drawings or Specifications which are a result of policies of the serving utility. E. Coordinate underground work with other contractors working on the site. Particular coordination shall be performed with contractors installing storm sewer, sanitary sewer, water and irrigation lines,to avoid conflicts. Common trenches may be used with other trades, providing clearances required by codes and ordinances are maintained. 1.4 ELECTRICAL DRAWINGS A. The Electrical Drawings accompanying these Specifications are design drawings and generally are diagrammatic indicating approximate locations of outlets and wiring. They do not show every offset, bend,junction box, etc.,which may be required for installation to complete the system. Minor deviations in methods, circuiting and branch circuit distribution or arrangements to suit construction conditions are permissible. B. The intent of the branch circuiting and control shown shall not be changed nor homeruns combined without the approval of the Architect. Feeder runs shall not be combined or changed. C. Cross or hash marks on conduit runs indicate quantity of No. 12 copper branch circuit conductors, in addition to a grounding conductor, unless otherwise noted. Where such marks do not appear, provide minimum of two conductors with ground, minimum No. 12, size as required for loads and/or equipment being served. Contractor is responsible to assure that the maximum voltage drop on any circuit does not exceed 5%at the load. The contractor shall review panel schedule to verify wire/conduit size required. 26 05 00 - 1 Basic Materials and Methods SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village D. Conduit sizes shown or listed on the drawings are for reference only. It is the responsibility of the contractor to provide and install conduit sized per current NEC requirements. PART 2 PRODUCTS 2.1 MATERIALS A. Electrical products installed in this project shall be listed by a recognized testing laboratory or approved in writing by the local inspection authority as required by governing codes and ordinances. B. Materials shall be new,of the best quality. The materials shall be manufactured in accordance with NEMA,ANSI, UL or other applicable standards. PART 3-EXECUTION 3.1 INSTALLATION A. Provide a completely properly operating system for each item of equipment called for under this work. Installations shall be in accord with the equipment manufacturer's instructions,the best industry practices and the contract documents. Where a conflict in these guides appear,the Architect shall be requested to provide proper clarification before work is roughed in and his decision will be final. Work installed without such clarification shall be removed and corrected by the Contractor at no cost to the Owner. B. Make installation in a neat,finished and safe manner,according to the latest published NECA Standard of Installation under competent supervision. 3.2 EXCAVATION AND BACKFILL A. Perform all necessary excavation and backfill for the installation of electrical work in compliance with Section 02 22 00. B. For direct burial cable or non-metallic conduit,a minimum 3-inch cover of sand or clean earth fill shall be placed all around the cable or conduit on a leveled trench bottom. Lay all steel conduit on a smooth level trench bottom,so that contact is made for its entire length. Water shall not be present in the trench when electrical conduit is being laid. C. Place backfill in layers not exceeding 8-inches deep and compact to 95%of maximum density at optimum moisture to preclude settlement. 1. Interior: Bank sand or pea gravel. 2. Exterior: Excavated material with final 8-inches clean soil. D. Following backfilling,grade all trenches to the level of surrounding soil. All excess soil shall be disposed of at the site as directed. E. Provide 6-inch wide vinyl tape marked"ELECTRICAL"in backfill, 12-inches below finished grade, above all conduit runs. F. Coordinate patching of all asphalt or concrete surfaces disturbed by this work with General Contractor. 26 05 00- 2 Basic Materials and Methods • SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 3.3 NOISE CONTROL A. Outlet boxes at opposite sides of partitions shall not be placed back-to-back nor straight through boxes be employed,except where specifically permitted on the Drawings by note,to minimize transmission of noise between occupied spaces. B. Contactors,transformers,starters and similar noise producing devices shall not be placed on walls which are common to occupied spaces unless specifically called for on the Drawings. Where such devices must be mounted on walls, common to occupied spaces,they shall be shock mounted or isolated in such a manner as to effectively prevent the transmission of their inherent noise to the occupied space. C. Ballasts,contactors, starters,transformers and like equipment which are found to be noticeably noisier than other similar equipment on the project will be deemed defective and shall be replaced. 3.4 EQUIPMENT CONNECTIONS A. Provide complete electrical connections for all items of equipment requiring such connections, including incidental wiring, materials, devices and labor necessary for a finished working installation. B. Verify the location and method for connecting to each item of equipment prior to roughing-in. Check the voltage and phase of each item of equipment before connecting. C. Make motor connections for the proper direction of rotation. Minimum size flex for mechanical equipment shall be 1/2-inch except at small control devices where 3/8-inch may be used. Exposed motor wiring shall be jacketed metallic flex with 6-inches minimum slack loop. Pump motors shall not be test run until liquid is in the system. D. Control devices and wiring relating to the HVAC systems will be furnished and installed under Division 15 except for provisions or items specifically shown on the Electrical Drawings or specified herein. E. Furnish all code required disconnects under this work,whether specifically shown or not. 3.5 EQUIPMENT SUPPORT A. Anchoring and bracing to the building structural elements in accord with all codes and regulations regarding seismic design conditions. The contractor is responsible to determine the means and methods of equipment installation and support. Seismic restraints for electrical and communication equipment shall bear the seal and signature of a structural engineer registered in the state of Oregon,and shall be submitted to the Architect prior to fabrication. Calculations are to be included for all connections to the structure,considering localized effects. B. Each fastening device and support for electrical equipment,fixtures, panels, outlets and cabinets shall be capable of supporting not less than four times the ultimate weight of the object or objects fastened or suspended from the building structure. C. Properly and adequately support fixtures installed under this work from the building structure. Supports shall provide proper alignment and leveling of fixtures. Flexible connections where permitted to exposed fixtures shall be neat and straight, without excess slack, attached to the support device. 26 05 00- 3 Basic Materials and Methods SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village D. Support all junction boxes,pull boxes or other conduit terminating housings located above the suspended ceiling from the floor above,roof or penthouse floor structure to prevent sagging or swaying. E. Conduits: 1. Support suspended conduits 1-inch and larger from the overhead structural system with metal ring or trapeze hangers with threaded steel rod having a safety factor of 4. 2. Conduit installed in poured concrete shall be anchored to the reinforcing steel with No. 14 black iron wire. 3.6 ALIGNMENT A. Install panels,cabinets and equipment level and plumb,parallel with structural building lines. Switchgear panels and all electrical enclosures shall fit neatly without gaps,openings or distortion. Properly and neatly close all unused openings with approved devices. B. Fit surface panels,devices and outlets with neat,appropriate trims, plates or covers,without overhanging edges,protruding corners or raw edges,to leave a finished appearance. 3.7 CUTTING AND PATCHING A. Include cutting, patching and restoration of finishes necessary for this work. Surfaces damaged by this work and spaces around conduits passing through floors and walls shall be neatly patched and finished to match the adjacent construction,including painting or other finishes. Clean up and remove all dirt and debris. This work shall all be performed to the satisfaction of the Architect. Refer to Section 01045. 3.8 FIRESTOPPING PENETRATIONS IN FIRE-RATED WALL/FLOOR ASSEMBLIES A. Contractors shall provide proper sizing when providing sleeves or core-drilled holes to accommodate their through penetrating items. All voids between sleeve or core-drilled hole and pipe passing through,shall be firestopped to meet the requirements of ASTM E-814,in accordance with Section 07270-Firestopping. B. Provide properly sized expansion fittings for all conduits crossing over building expansion joints. END OF SECTION 26 05 00- 4 Basic Materials and Methods SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village SECTION 28 31 00 FIRE ALARM SYSTEM PART 1 GENERAL 1.1 DESCRIPTION A. Work Included: 1. Furnish and install a local addressable analog fire alarm system as specified herein and as shown on the drawings. All system components shall be of one system manufacturer. All equipment shall be UL,FM listed and meet NFPA 72. All equipment and devices shall be listed by UL Inc., or approved by F.M. Laboratories. All system components shall be of one system manufacturer. 2. System shall include but not be limited to all controls, power supply,signal initiating and sounding devices,conduit,wiring and all other equipment necessary for a complete and operating system. 3. Refer to Section 01 10 20, Design-Build Requirements,for additional information. 1.2 RELATED WORK A. Section 26 00 00: General Provisions B. Section 26 05 00: Basic Materials and Methods C. Section 26 05 33: Conduits, Raceways, Boxes and Fittings D. Section 26 05 53: Identification E. Section 26 05 19: Conductors and Connectors 1.3 SYSTEM OPERATION A. Operation of any manual or automatic initiating device shall cause an alarm to sound,activate the Control-By-Event Program, indicate on the control panel the point in alarm/trouble, print in English language the alarm location/description and perform all auxiliary functions. B. System shall be style 4,class B, on all communication and initiating loops. Any fault in the circuits shall be annunciated on the display and printed with time, date, location and type of the system fault. C. System shall utilize a single pair of wires to power,transmit and receive data from the addressable analog initiating devices and to transmit commands to the remote control points. The wire shall be sized for the length of communications loop but in no event shall it be less than #18-2 wire size. To facilitate low cost additions to the system,systems using shielded cable is not be acceptable. 1.4 SUBMITTALS A. Product Data. B. Point Program Schedule. 28 31 00 - 1 Fire Alarm System SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village C. Operation Instruction and Maintenance Data. D. Shop Drawings(AutoCAD format). E. Wiring Diagrams(AutoCAD format). F. Floor Plans(AutoCAD format). PART 2 PRODUCTS 2.1 ACCEPTABLE MANUFACTURERS A. Catalog numbers of Fire Control Instruments are used to identify quality, appearance and operation of system components. Approved manufacturer: Fire Control Instruments,Johnson Control,Silent Knight or approved substitute. B. Documentation from the manufacturer shall be presented to the Architect and Engineer certifying that the persons making the final connections,system programming,checkout and providing the warranty are factory trained technicians in the employ of the factory authorized franchised dealer for the system installed. 2.2 CONTROL PANEL A. Microprocessor based,addressable analog point identified system utilizing#16-gauge two wire style 4 communication loop. Control to be mounted in a 16-gauge red steel cabinet with a dead front design. Cabinet shall be designed for two level access. Level 1 to give access to the interface control panel. Level 2 to give access to the electronics. Model FCID-A. B. Control to meet NFPA 71,72A, B, C,& D, UL listed and power limited per UL 864. C. Panel to provide two signal circuits, remote station output, alarm contacts,trouble contacts and RS232 output for printer remote CRT and remote polling interface. D. Hardware to provide for alarm silence,trouble silence,alarm/trouble acknowledge, reset switch, alarm display,green power indicator and system communication interface for remote polling of the system status. System shall support both nickel cadmium or sealed lead-acid batteries. Power supply shall provide 4 amperes of filtered power @ 24 VDC. E. Failsafe auxiliary degrade alarm circuit hardware shall be incorporated in the control to enable the system, upon receiving an alarm signal,to sound the fire alarm and send a signal to the fire department even when the CPU has failed. F. System shall be capable of addressing and operating analog smoke detectors, manual pull stations, open contact devices and addressable auxiliary control relays on the same two wire unshielded communication loop. Addressing of the devices shall be done by two rotary switches at time of device installation. On line program addressing shall not be acceptable. G. Addressable Output Modules shall connect to the same loop as the initiating devices and provide either a form "C" relay contact for auxiliary control or a programmable indicating circuit. The indicating circuit shall be configurable as a 24 vdc standard bell circuit or VRMS speaker circuit. The AOM may be programmed to transfer from either a trouble or alarm input from any or combination of any addressable device. Addressed via rotary switch. Model AOM. 28 31 00 - 2 Fire Alarm System SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village H. Addressable Monitor Modules shall provide an address for a single, normally open initiating device such as a waterflow switch, manual station,etc. The monitor module shall be UL approved to extend the sensor loop to lengths up to 2,500'. Addressed via rotary switch. Model AMM-2. Analog Ionization Smoke Detectors shall provide for individual addressing of each detector. The sensor is constantly monitored to measure any change in its sensitivity due to the environment caused by dirt,aging,temperature, humidity,etc. It shall give an advanced indication to the FCID-A of the need for maintenance and can be specific as to where the maintenance is needed. It is to be mounted on a two wire standard device base. Model ASD-I. J. Analog Photoelectric Smoke Detectors shall provide for individual addressing of each detector. The sensor is constantly monitored to measure any change in its sensitivity due to the environment caused by dirt, aging,temperature, humidity,etc. It shall give an advanced indication to the FCID-A of the need for maintenance and can be specific as to where the maintenance is needed. It is to be mounted on a two wire standard device base. Model ASD-P. K. Analog Thermal Detectors consist of a dual thermistor sensing circuit for fast response. There sensors provide open area protection with fifty foot spacing. The sensor are continually monitored to measure any changes in their sensitivity due to temperature. It shall give an advanced indication to the FCID-A of the need for maintenance and can be specific as to where the maintenance is needed. It is to be mounted on a two wire standard device base. Model ATD. L. Fault Indicator Module is provided to protect the system against wire-to-wire short circuits on the communication loops. The modules should be spaced between groups of sensors in a loop to protect the balance of the devices. In the event of a short circuit the fault isolator is to provide protection for the communication circuit prior to its position of the loop. Model M500X. M. Decoder Driver Module shall provide programmable control of up to two hundred and sixty devices and/or system functions. The DDM interfaces with the FCID-A control panel using a non- shield four conductor eighteen gauge cable. The location of the DDM unit from the FCID-A may be up to 10,000 feet away. Multiple units may be added to expand the output driver points to the level required. Model FCI-DDM. N. Duct Housing is provided to allow for the application of the ASD-I and the ASD-P sensors to monitor the high velocity air in HVAC duct areas. Each duct housing requires one of either sensor type. The duct housing requires a secondary source of power to provide fan shut down and other auxiliary function relays. Model DH500. 2.3 SOFTWARE A. The Field Configuration Program shall provide all of the programmable operating instructions for the system. The resident program shall be stored on non-volatile EEPROM. The FCP shall allow for the following features: 1. Alarm Verification 2. 1-9 Walk Test Zones 3. Dual Walk Test Modes 4. Detector Sensitivity Set Points 5. Day/Night Sensor Sensitivity Settings 6. Flashing and Nonflashing Detector LED's 7. Semi-annual Service Reminder 8. Dirty Detector Indicators 28 31 00 - 3 Fire Alarm System SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 9. Drift Compensation 10. Eight Hour Analog Sensor Testing 11. 500 Event History Log B. Programming shall be performed at the location of the fire alarm control using a lap-top computer. It shall be possible to program the system without shutting the system down. Programming shall be done off line. Installing the program into the system shall be done by one man from in front of the control panel using the data transfer command. Systems using two man programming loading are not acceptable. A hard copy of the system is to be up-dated and maintained at the site. A proposal for the system programming software shall be made available to the facility manager for his/her use,at his/her option. Software will allow the user to reprogram system points,add system points,assign walk test zones,program sensor sensitivity, program day-night sensor levels,add or change point descriptions and update the data file. C. Drift Compensation Program shall be resident and active in the operating system. The DCP is to survey and analyze the analog sensors for sensor level adjustments not caused by a fire condition. When abnormalities are detected and verified to be consistent,the DCP will adjust the programmed sensitivity of the sensor to provide the FCID-A with a compensated sensor level equal to that which was programmed into the system as the desired sensitivity level. This compensation adjustment must be capable of going beyond the 1-3 volt sensor level window to insure the system against false alarm. Systems which do not are not acceptable. D. Each analog address shall be programmed for: 1. Device description 2. Device location 3. Verification operation to minimize false alarms. 4. Logic command set per if-and-or-count statements. 5. Walk test zone 1-9 or all. 6. Day sensor sensitivity set point. 7. Night sensor sensitivity set point. 8. Alarm panel indicating circuit#1. 9. Alarm panel indicating circuit#2. 10. Alarm municipal output. 11. Activate select AOM's by unit or groups. 12. Activate select DDM outputs. E. Programmed control point activation shall include selective control of HVAC,door holder release, elevator recall,fire pump control,stairwell pressurization fans,etc. F. Bell circuits shall be programmed for sounding steady,march time(60bpm),march time (120bpm),coded or temporal. 2.4 ANNUNCIATORS A. Annunciator shall be a keyboard display module. Each alarm/trouble condition shall appear in English language with the description and location of the alarm/trouble. Model KDM/40 B. Printer shall be a dot matrix,80 column. Each alarm/trouble condition shall print in English the alarm/trouble type,location,time and date. Printer shall connect via the RS232 port. Printer is to be supervised for proper operation. Model FC-PTR. 28 31 00-4 Fire Alarm System • SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village C. Provide remote annunciators in Main Office. Equivalent to KMD-40R with enclosures. 2.5 ALARM INITIATING DEVICES A. Analog ionization smoke detector: Dual chamber,twist lock head,two wire base and pulsing LED which lights steady to indicate alarm. It shall be possible to replace the smoke detector head without rewiring. Addressed at time of installation via rotary switch assignment. Model ASD-I. Apartment unit detectors shall have integral mini-horns B. Analog photoelectric smoke detector: LED light source,twist lock head,two wire base and pulsing LED which lights steady to indicate alarm. It shall be possible to replace the smoke detector head without rewiring. Addressed at time of installation via rotary switch assignment. Model ASD-P C. Analog thermal detector: Dual thermistor sensing circuit,twist lock head,two wire base and pulsing LED which lights steady to indicate alarm. It shall be possible to replace the thermal head without rewiring. Addressed at time of installation via rotary switch assignment. Model ATD. D. Manual Pull Station: Semi-flush, red enamel finish,single action,four wire. Station to be keyed the same as the fire control panel. Addressed at time of installation via rotary switch assignment. Model MS-6/AMM-2. 2.6 ALARM INDICATING DEVICES A. Horns shall be combination horn and ADA approved strobe lights. Operating on 24 VDC, polarized. Spacing of the units shall not exceed one hundred feet in all common areas as shown on the drawings. FCI#EHDL1WM. B. Strobe lights shall be triangular with "FIRE"on white plastic lens,polarized 24 VDC, mounting single gang or four square boxes. Front of the unit shall allow for light levels of 100 candela as required by ADA. Model WMT24. C. Piezoelectric mini-horns and mini-strobe horns, UL listed, mounting in single gang boxes,flush mounted. Strobes shall allow for light levels as required by ADA. Model MIZ-24-R& MIZ-24- WM-VF-R. PART 3 EXECUTION 3.1 OPERATION A. The fire alarm components(i.e. pull stations,smoke detectors, ionization detectors, horns, magnetic door holders,fire alarm panel, batteries,chargers,fire alarm cable,etc.)will be supplied, installed and connected by Division 28 Contract work. B. The fire alarm system operation subsequent to the alarm activation of any pull station or automatic detection device shall be as follows: 1. Sound the building audible alarm devices. 2. Display on the control panel the English language description of the alarm and its location. 3. Print on the printer the alarm type,location,time and date. 4. Activate programmed output modules and DDM points. 5. Activate the municipal city box connection. 6. Log in the event buffer all system activity. 28 31 00- 5 Fire Alarm System SA# 13106 MB Restaurants, LLC 4.16.14 Pizzasmith Tenant Improvement Bridgeport Village 3.2 INSTALLATION A. Equipment wiring shown on the drawings is diagrammatic to show intended function. Equipment supplier shall provide complete wiring diagrams to the contractor for installation. B. Transmission wiring shall be#16 two conductor twisted pair, FPL rated cable. Shielded cable is not acceptable due to high installation cost. C. All wiring shall be in accordance with NFPA standard 72A, NEC and applicable state and local regulations. Wiring shall be installed in accordance with the manufacturer's wiring diagram and shall be free from grounds,opens and shorts. D. System shall be installed complete in a conduit system. 3.3 DRAWINGS A. The installation drawings shall be performed on AutoCAD for compatibility with the as-built software,show point-to-point wiring diagrams,floor plan,conduit runs and device locations. 3.4 MAINTENANCE INSTRUCTIONS A. Complete maintenance instructions for all devices including trouble shooting procedures shall be provided to the owner. Owners personnel shall receive six hours of hands on system training. 3.5 TESTING A. The system upon completion of the installation by the electrical contractor shall be checked by a factory trained technician in the employ of a factory franchised dealer for the system installed. B. Each device shall be tested for proper operation and auxiliary function. C. A print out of the entire test procedure shall be given to the engineer with a letter of certification for the completed fire alarm system. 3.6 OPERATION AND MAINTENANCE MANUALS A. Five sets of manuals shall be given to the engineer at the conclusion of the project. Manuals are to contain as-built drawings on disk utilizing AutoCAD, spare parts list, operating procedures, trouble shooting guide, FCP program print out, FCP data file on disk and a one year service proposal on the system. END OF SECTION 28 31 00 - 6 Fire Alarm System odafj°2101g DRAFT February 28, 2014 Oregon Department of Environmental Quality Northwest Region Office 2020 SW Fourth Avenue, Suite 400 Portland, OR 97201 Attention: Ms. Erin McDonnell, P.E. Communication Plan Bridgeport Village Development Site SW Bridgeport Road and SW 72^d Avenue Tigard and Tualatin, Oregon GeoDesign Project: BPCenters-2-08 INTRODUCTION GeoDesign, Inc. is pleased to provide this communication plan for the Bridgeport Village(BPV) development site located at SW Bridgeport Road and SW 72nd Avenue in Tigard and Tualatin, Oregon (project site). This communication plan was prepared at the request of the Oregon Department of Environmental Quality(DEQ)to update and enhance communication procedures necessary to maintain the protectiveness of the engineering controls in general accordance with Consent Order No. LQVC-NWR-04-06. This communication plan defines the roles and responsibilities of individuals and other procedures/plans in-place to mitigate potential risk at the project site. ROLES AND RESPONSIBILITIES The names, contact information, roles, and responsibilities are summarized in Table 1. The project team includes the following: DEQ: The regulatory agency that oversees compliance with Consent Order No. LQVC-NWR-04- 06. DEQ is responsible for approval of various reports, plans, and specifications and adherence to the applicable regulations and the Consent Order. In addition, DEQ issues approval of occupancy letters for tenant improvements (Tls)that impact the remedial action measures (particularly the low-permeable geomembrane and passive sub-slab ventilation system [SSVS]). DRAFT Washington County(County): One of the named respondents in the Consent Order. The County is responsible for routine monitoring, maintaining the methane sensors, responding to alarms, and weather-related monitoring events. In addition, the County is responsible for the general operation, monitoring, and maintenance of the methane extraction systems. CenterCal Properties, LLC(CenterCal): One of the named respondents in the Consent Order. CenterCal is the tenant coordinator for the project site and is responsible for providing information to current and prospective tenants, site workers, and their contractors regarding the presence of methane and associated hazards. In addition, they are responsible for maintaining and repairing the passive SSVS components and low-permeable geomembrane. In addition, CenterCal is responsible for notifying the DEQ and the Environmental Consultant of scheduled work within tenant spaces that may result in damage to the passive SSVS and low-permeable geomembrane. City of Tigard: Local regulatory agency responsible for building permits and inspections unrelated to the methane mitigation system. Portions of the project site under the City of Tigard's jurisdiction include tenant spaces located in Buildings J, L, and M. The City of Tigard will receive a copy of the Remodel Construction Completion Reports (CCRs)and DEQ's approval of occupancy letters for these tenant spaces. City of Tualatin: Local regulatory agency responsible for building permits and inspections unrelated to the methane mitigation system. Portions of the project site under the City of Tualatin's jurisdiction include tenant spaces located south of Buildings J, L, and M. The City of Tualatin will receive a copy of the Remodel CCRs and DEQ's approval of occupancy letters for these tenant spaces. Environmental Consultant: GeoDesign is the current environmental consultant. GeoDesign is providing technical services to the County and CenterCal. For the County, GeoDesign performs the following: • Completes performance monitoring of the extraction systems • Responds to methane alarms • Completes annual testing of the building methane sensors • Performs monitoring in response to weather triggers • Oversees the extraction system operations and maintenance (O&M) contractor In addition, GeoDesign prepares and submits to DEQ the monitoring reports on behalf of the County. For CenterCal, GeoDesign is responsible for the following: • Observing and documenting that repairs to the passive SSVS and low-permeable geomembrane meet the plans and specifications • Implementing the site-specific health and safety plan during tenant space work when engineering controls are exposed CIDESIGNk 2 BPCenters-2-08:022814 DRAFT • Conducting pre-occupancy methane testing • Preparing and submitting to DEQ the Remodel CCRs for tenant space improvements. O&M Contractor. Stratus Corporation (Stratus) is the current O&M Contractor. Under subcontract to GeoDesign, Stratus performs routine O&M on the extraction systems installed at the project site as part of the remedy. In addition, Stratus completes repairs to the equipment, as necessary. Methane Mitigation System Repair Contractor(Repair Contractor): Party responsible for replacing damaged passive SSVS components; sub-slab methane monitoring probes; and field handling, transporting, storing, deploying, seaming, and testing of the low-permeable geomembrane in accordance with the approved plans and specifications. The default and preferred Repair Contractor conducting repairs is ACF West Construction (ACF West). TI Contractor. The individual or firm responsible for completing the tenant space work typically under contract to the tenant. The TI Contractor is responsible for understanding the additional coordination and requirements to help ensure proper protection, repair, and the continued effectiveness of the passive SSVS and low-permeable geomembrane. The TI Contractor shall receive the Tenant Criteria Manual (TCM) from CenterCal and adhere to the requirements of the TCM. BPV Maintenance Contractor. On occasion, CenterCal will hire contractors to perform maintenance or repairs to utilities or project site features. Generally, this work does not require special protocols with respect to methane at the project site. However, subsurface work such as utility work, excavations, or parking lot maintenance may impact the remedial action measure at the project site. The BPV maintenance contractor must be informed by CenterCal of the hazards associated with methane and the site work to be completed. The BPV Maintenance Contractor must adhere to standard health and safety protocols to help ensure safe working conditions. A fact sheet handout that will be provided to contractors is included in Attachment A. ENHANCED COMMUNICATION PROCEDURES The enhanced communication procedures described below were developed to assist the project team with proper and timely notifications to those individuals identified in Table 1. The issues raised by DEQ in their December 23, 2013 letter focused primarily on TIs and impacts to the passive SSVS and low-permeable geomembrane. Therefore, these procedures will focus on communications associated with TIs that impact the passive SSVS and low-permeable geomembrane. Notifications for TIs that will not damage the passive SSVS and low-permeable geomembrane are not necessary. GENERAL COMMUNICATION DEQ shall be notified by the County or CenterCal of any changes in staff responsible for implementing the Record of Decision or change in ownership. Notifications shall be provided within 14 days of the change. ®DESIGN. 3 BPCenters-2-08:022814 DRAFT CenterCal shall notify DEQ of any repairs that increase or decrease the square footage of any tenant space. Plans and specification showing the proposed modifications shall be submitted to DEQ a minimum of 45 days prior to construction of the modifications. DEQ shall provide comments or written approval of the plans and specification within 30 days of receipt. In addition, CenterCal shall notify DEQ of any Tls or other activities that will potentially impact the passive SSVS or low permeable geomemebrane. Notification timelines are provided in the "TI Contractor Communications"section below. The County shall notify DEQ of events and triggers identified in the current version of the Methane Monitoring and Contingency Plan. The County shall also notify DEQ of any changes in the operational status of the extraction systems or roof top blowers. TENANT COMMUNICATIONS CenterCal will provide an informational fact sheet to existing and new tenants. The fact sheet provides background information and raises awareness of the hazards present at the project site and how they are mitigated. The fact sheet is included in Attachment A. For prospective tenants, CenterCal provides the TCM, which includes information to assist the Tenant's project team (e.g, architect, engineer, and contractor)with the design criteria for BPV. The TCM includes provisions for addressing the methane mitigation components. The TCM will be included in the forthcoming Site-Wide Tenant Space Modification Methane Mitigation Plan. In addition to the TCM, contractors performing Tls will be provided with the Methane Fact Sheet for Contractors included in Attachment A. TI CONTRACTOR COMMUNICATIONS Pre-Construction Meeting: Good communication is critical to ensure the methane mitigation measures remain protective and site safety is maintained. This begins with the pre-construction meeting. Prior to construction, a pre-construction meeting between CenterCal and the TI Contractor will be held to discuss the following items: • CenterCal and the TI Contractor will discuss the construction plans identifying the work area. Whenever possible, the TI Contractor shall use alternatives that will not fully penetrate the slab and SSVS components. • CenterCal will evaluate potential impacts to the methane mitigation systems and establish appropriate site safety and notification protocols for the contractor. • The TI Contractor shall provide a schedule for completing the proposed work. If impacts to the methane mitigation system are identified, CenterCal will notify the Environmental Consultant and DEQ of potential impacts and provide the schedule to the Environmental Consultant and DEQ within one day of receiving the schedule. MICDESIGN. 4 BPCenters-2-08:022814 DRAFT Following the pre-construction meeting, the TI Contractor shall coordinate with CenterCal and provide notifications as described below: • The TI Contractor shall coordinate with CenterCal for all excavation, utility, and foundation work requiring slab penetrations, or wall relocations in any tenant space. • The TI Contractor shall notify CenterCal of scheduled trenching, slab penetration, or wall demolition work at least three days prior to starting the work. • Construction that impacts any component of the methane mitigation system must be completed under the oversight of the Environmental Consultant. CenterCal and/or the TI Contractor will notify the Environmental Consultant at least three days prior to starting the work. ENVIRONMENTAL CONSULTANT COMMUNICATIONS During construction that impacts the methane mitigation system, the Environmental Consultant shall conduct construction observation and methane monitoring near slab cuts penetrating the SSVS and low-permeable geomembrane to evaluate conditions for the presence of methane and evaluate whether additional controls are required to help ensure a safe work environment. The Environmental Consultant will work closely with the TI Contractor if unsafe working conditions are observed. If warranted, the Environmental Consultant will notify CenterCal, the County, or DEQ to discuss issues that may arise during TI construction. When repairs are completed and the concrete slab is restored, the Environmental Consultant will conduct pre-occupancy testing of the tenant space to evaluate if methane is present within the tenant space. The Environmental Consultant will prepare a Remodel CCR documenting the repairs were completed according to the specifications and health and safety procedures with respect to the methane were followed. If DEQ concurs with the findings of the Remodel CCR, they will issue an approval of occupancy letter that is provided to CenterCal, the County, the Environmental Consultant, the City of Tigard, and the City of Tualatin. DEQ approval of occupancy is required for the tenant to occupy the space. The TI Contractor should allow sufficient time in their schedule to accommodate DEQ's review and approval process. SUMMARY This communication plan re-establishes and enhances the roles and responsibilities of the regulatory agencies, respondents, contractors, and environmental consultants responsible for maintaining the protectiveness of the remedial actions implemented at BPV under Consent Order No. LQVC-NWR-04-06. DEQ is the overseeing regulatory agency with the County and CenterCal as the respondents. GeoDesign is the current Environmental Consultant. Communications during Tls were the focus of the plan. Open communications beginning with the pre-construction meeting and throughout the TI should help prevent the issues experienced during recent Tls. • • • ®DESIGNS 5 BPCenters-2-08:022814 DRAFT We appreciate your continued support on this project. Please call if you have questions concerning the information provided. Sincerely, GeoDesign, Inc. / 1 DRAFT Mike F. Coenen, P.E. Associate Engineer [DRAFT Jason O'Donnell, R.G. Principal Geologist cc: Ms.Julie Gravo, CenterCal Properties, LLC (via email only) Mr. Mark Goforth, CenterCal Properties, LLC (via email only) Mr. Bill King, City of Tualatin (via email only) Mr. Larry Burke, Davis Wright Tremaine, LLP(via email only) Mr. Stephen Cruise, Washington County(via email only) Ms.Janet Oatney, Washington County(via email only) Ms. Cortney Duke-Driessen,Washington County(via email only) Mr. Mark VanDomelan, City of Tigard (via email only) MFC:JSO:kt Attachments One copy submitted(via email only) Document ID: BPCenters-2-08-022814-envl-communication_plan-DRAFT.docx ©2014 GeoDesign, Inc. All rights reserved. ���GN 6 BPCenters-2-08:022814 TABLES DRAFT TABLE 1 Summary of Roles and Responsibilities Bridgeport Village Development Site Tigard and Tualatin,Oregon Name Contact Phone No. Email Roles and Responsibilities Oregon Department of Erin McDonnell (503)229-6900 MCDONNELL.Erinadeq.state.or.us Overall regulatory oversight for the implementation of the remedial action measures and compliance with the Environmental Quality Kevin Parrett (503)229-5567 PARRETT.Kevin@deq.state.or.us Consent Order. Review and approval of reports,issues approval of occupancy letters for tenant spaces. Stephen Cruise St ephen_CruiseCaco.washington.or.us Shared responsibility for implementing and maintaining remedial actions. Monitor tenant spaces,sub-slab probes. Washington County Janet Oatney (503)846-7683 janet_oatney@co.washington.or.us and on-site confined spaces. Monitor following weather triggers. Operation and maintenance of active gas extraction systems.roof top blowers,and methane detectors. Shared responsibility for implementing and maintaining remedial actions. Tenant coordinator for retail spaces. Mark Goforth mgoforth@centercal.com Responsible for tenant space maintenance and repairs that could impacted the remedial action measures(e.g..the CenterCal Properties.LLC Julie Gravo (310)563-6900 jgravo@centercal.com low permeable membrane.sub-slab vent system,and sub-slab monitoring probes). Provide methane mitigation information and criteria to prospective tenants,TI contractors,and BPV Maintenance Contractors. City of Tigard Mark VanDomelan (503)718-2448 markv1tigard-or.gov Inspections not related to the remedial action measures for tenant spaces located in Buildings J,L,and M. City of Tualatin Bill King (503)691-3045 billking@ci.tualatin.or.us Inspections not related to the remedial action measures for tenant spaces south of Buildings J,L,and M. Technical support to Washington County and CenterCal. Responsible for monitoring and DEQ reporting related to Environmental Consultant Jason O'Donnell (503)726-3123 jodonnelli8geodesigninc.com the remedial action measures. Construction observations and documentation for tenant improvements that disturb (currently GeoDesign) Mike Coenen (503)726-3143 mcoenen@geodesigninc.com the low permeable membrane or SSVS. DEQ reporting includes semi-annual maintenance and monitoring reports and tenant improvement construction completion reports. O&M Contractor Scott Flaherty (503)985-7912 s.flahertyC�stratuscorp.net Subcontract to GeoDesign. Performs routine maintenance on the active gas extraction systems and roof top (currently Stratus) _ blowers. Methane Mitigation System DEQ-approved contractor to complete repairs to the low permeable membrane and sub-slab vent Repair Contractor Jeff Boys (503)771-5115 Jeff@acfwest.com p p P piping. Typically (currently ACF West) hired by TI Contractor. TI Contractor Oversees tenant improvements,responsible for adhering to Tenant Criteria Manual,must notify environmental (Varies) Varies Varies Varies consultant if SSVS or membrane could potentially be disturbed. BPV Maintenance Contractors General contractors and utility workers hired on an as needed basis. Must be notified about potential issues (Varies) Varies Varies Varies associated with site hazards(e.g.,methane gas). ®DESIGNY BPCenters-2-08:022814 r r t 1 ATTACHMENT A DRAFT METHANE FACT SHEET FOR MERCHANTS BRIDGEPORT VILLAGE SHOPPING CENTER GENERAL INFORMATION Bridgeport Village (BPV)was constructed on a former quarry. Some fill material used as backfill during the quarry reclamation contained organic material, which resulted in the generation of methane in the subsurface. Uncontrolled methane can pose hazards to human health and the environment. To help prevent the migration of methane into site structures, methane mitigation - measures were installed under all site building slabs or foundations, except the parking structure. This fact sheet was prepared to provide merchants information related to methane hazards and mitigation measures implemented to help protect visitors and merchants associated with the hazards. METHANE PHYSICAL PROPERTIES Methane is a colorless, odorless, and tasteless gas. At room temperature, methane gas is less dense than air and rises in unconfined areas. Methane is combustible, and mixtures of approximately 5 to 15 percent by volume (pbv) in air are flammable. Methane is not toxic when inhaled, but it can produce suffocation by reducing the concentration of oxygen inhaled (simple asphyxiant). Quarry fill gas may contain other gases that smell stale, but odor may not be used to identify the presence of methane. POTENTIAL METHANE HAZARDS Based on the physical properties, the two most significant hazards associated with methane are the following: • Asphyxiation • Flammability Because methane is lighter than air, concentrations in open and ventilated areas dissipate rapidly. However, in confined, non-ventilated spaces, methane can concentrate and create potential asphyxiation and flammable atmospheres. Intrusion of methane into a confined, non- ventilated area can cause asphyxiation by displacing the amount of oxygen required for human respiration. Asphyxiation due to lack of oxygen is a dangerous risk typically associated with entering a confined space. An environment where methane is present at a concentration between 5 and 15 pbv is considered an explosive environment and can ignite when a flame source, spark, or a high temperature is present. METHANE MITIGATION MEASURES Under direction from the Oregon Department of Environmental Quality, methane mitigation measures were incorporated into the construction of structures and utilities at BPV. The measures include: ®DESIGN 1 BPCenters-2-08:022814 DRAFT METHANE FACT SHEET FOR MERCHANTS BRIDGEPORT VILLAGE SHOPPING CENTER • A low-permeable geomembrane liner under the building floor slabs. • A passive sub-slab ventilation system (SSVS) comprised of perforated flat pipes bedded in a 2-inch-thick conveyance layer of coarse-grained sand. The perforated pipes are connected to PVC vent risers, which vent to the building roofs. The PVC vent risers are typically located in the walls. • Conduit seals installed in electrical conduits. • Trench dams installed along utility corridors. Methane concentrations under the slab and low-permeable geomembrane are monitored through sub-slab monitoring probes installed beneath most structures. On certain buildings, the passive SSVS were converted to active SSVS by connecting the vent risers to a fan to help reduce methane concentrations identified during sub-slab monitoring. MONITORING, SITE SAFETY, AND AWARENESS Methane has not been detected inside the tenant spaces, electrical/fire riser rooms, or other above-ground structures since the monitoring program began. On-going monitoring indicates that the methane mitigation systems are protective of merchants and visitors. Although methane has not been detected in any above-ground structures, the potential for methane to collect in confined spaces exists. Merchants and their employees should be aware of the hazards and the mitigation measures implemented at BPV. If tenant space modifications are being proposed, merchants should discuss these improvements with the Tenant Coordinator. If cutting the concrete slab or moving walls is part of the tenant improvement, the merchant must notify the Tenant Coordinator prior to starting these improvements. These types of improvements require oversight and monitoring by an environmental professional and coordination with the Oregon Department of Environmental Quality. DESIGN 2 BPCenters-2-08:022814 ATTACHMENT B DRAFT METHANE FACT SHEET FOR CONTRACTORS BRIDGEPORT VILLAGE SHOPPING CENTER Good communication is critical to ensure the special conditions are met and site safety is maintained. Good communication begins with the pre-construction meeting. CONTRACTOR REQUIREMENTS TO MAINTAIN METHANE MITIGATION MEASURES If the methane mitigation measures will be impacted, the Contractor must meet the following requirements. 1. Notifications. a. The Contractor shall coordinate with CenterCal for all excavation, utility, and foundation work requiring slab penetrations, or wall relocations in any tenant space. b. The Contractor shall notify CenterCal of scheduled trenching, slab penetration, or wall demolition work at least three days prior to starting the work. c. Construction that impacts any component of the methane mitigation system must be completed under the oversight of the designated Environmental Professional. CenterCal will provide the contractor's schedule to the designated Environmental Professional within one day of receiving the schedule. d. Contact information is provided at the end of this fact sheet. 2. Requirements during construction. a. The Contractor shall provide adequate ventilation in the work area from the time the geomembrane liner is penetrated until the time the geomembrane liner is restored. Ventilation can be accomplished by keeping doors open and/or ventilation fans. b. A minimum of 7 inches of existing geomembrane liner shall be exposed around the perimeter of the concrete slab cut to allow sufficient room for repairs. c. Concrete cuts shall be completed in a controlled manner to prevent inadvertent damage to the geomembrane liner. Jack hammers or similar methods are not allowed. d. Repairs to the geomembrane liner shall be completed by a DEQ-approved Installer. e. When left unattended or during non-work hours, penetrations of the geomembrane liner shall be covered with plastic sheeting with the edges taped to the concrete slab. f. Vent risers open to interior spaces (either damaged or cut) shall be securely capped or covered to prevent venting to interior space until the vent riser is restored. g. The Contractor shall not pour concrete until the SSVS is restored (if applicable), the geomembrane liner repair is complete and seams tested, the sand layers above and below the geomembrane liner are restored, and the Environmental Professional has indicated the Contractor can restore the concrete slab. WHAT ARE THE RESPONSIBILITIES OF THE ENVIRONMENTAL PROFESSIONAL? During construction that impacts the methane mitigation system, the Environmental Professional shall conduct construction observation and methane monitoring near slab cuts penetrating the SSVS/geomembrane liner to evaluate conditions for the presence of methane and evaluate whether additional controls are required to help ensure a safe work environment. The frequency of methane monitoring will be based on the preliminary monitoring results and location of the trenching or penetration work. =DESIGN,'DESIGN; 3 RPCenters-2-08:022814 DRAFT METHANE FACT SHEET FOR CONTRACTORS BRIDGEPORT VILLAGE SHOPPING CENTER When repairs are completed and the concrete slab is restored, the Environmental Professional will conduct pre-occupancy testing of the tenant space to evaluate if methane is present within the tenant space. Lastly, the Environmental Professional will prepare a Construction Completion Report(CCR) documenting the repairs were completed according to the specifications and health and safety procedures with respect to the methane were followed. WHAT WILL BE NEEDED FOR OCCUPANCY? As noted, the Environmental Professional will prepare and submit a CCR to DEQ. The CCR documents the repairs were completed in general accordance with the project specifications and pre-occupancy testing indicates the methane mitigation measures were restored and remain protective of human health and the environment. If DEQ concurs with the findings of the CCR, they will issue an Occupancy Approval letter that is provided to CenterCal, the Environmental Professional, and the local building official. DEQ approval of occupancy is required for the tenant to occupy the space. CONTACT INFORMATION Tenant Coordinator CenterCal Properties, LLC Primary Contact: Julie Gravo, 310-563-6900,jgravo @centercal.com Alternate Contact: Mark Goforth, 636-233-9848, mgoforth @centercal.com Environmental Professional GeoDesign, Inc. Primary Contact: Jason O'Donnell, 503-726-3123,jodonnell @geodesigninc.com Alternate Contact: Mike Coenen, 503-726-3143, mcoenen @geodesigninc.com DEQ-Approved Liner Installer ACF West Construction Primary Contact Jeff Boys, 503-771-5115, leff@acfwest.com Alternate DEQ-Approved Installers • Great Basin Environmental • John's Waterproofing Company, Inc. • Pioneer Waterproofing • Snyder Roofing NEEDESIGW 4 BPCenters-2-08:022814 DRAFT METHANE FACT SHEET FOR CONTRACTORS BRIDGEPORT VILLAGE SHOPPING CENTER Due to the presence of subsurface methane at Bridgeport Village (BPV), remodeling of tenant spaces, construction of new spaces, and excavation and utility work anywhere on the property are subject to approval by CenterCal Properties and in certain circumstances, the Oregon Department of Environmental Quality(DEQ). Construction activities, particulady in tenant spaces, have the potential to damage protective barriers and venting systems that could result in the release of methane and create an explosion hazard. Therefore, these activities may require special measures and oversight of trained personnel not usually needed for standard remodels or construction projects. To help ensure the safety of contractors, merchants, and shoppers of BPV, strict adherence to the special requirements contained in this document is mandatory. Failure to comply can result in contract termination, DEQ fines, explosion, or loss of life. This fact sheet describes: • What methane is and the associated hazards • The mitigation measures used to help control the hazards • The requirements and responsibilities to maintain site safety and to protect the methane mitigation measures • The requirements for DEQ reporting and approvals for occupancy WHAT IS METHANE? Methane is a colorless, odorless, and tasteless gas. Methane is typically created from the decomposition of organic materials. At room temperature, methane gas is lighter than air and rises in unconfined areas. Methane is flammable at concentrations between 5 and 15 percent by volume (pbv) in air. Methane is not toxic when inhaled, but can displace oxygen at high concentrations. WHY IS METHANE DANGEROUS? The two recognized hazards associated with methane are the following: • Suffocation • Flammability Because methane is lighter than air, concentrations in open and ventilated areas dissipate rapidly. However, in confined, non-ventilated spaces, methane can concentrate and create potential suffocation and flammable atmospheres. Intrusion of methane into a confined, non- - ventilated area can cause suffocation by displacing the amount of oxygen required for human respiration. An environment where methane is present at a concentration between 5 and 15 pbv is considered an explosive environment and can ignite when a flame source, spark, or a high temperature is present. ®VESIGN 1 BPCenters-2-08:022814 DRAFT METHANE FACT SHEET FOR CONTRACTORS BRIDGEPORT VILLAGE SHOPPING CENTER WHY IS METHANE HERE? BPV was constructed on a former quarry. Some fill material used as backfill during the quarry reclamation contained organic material, which resulted in the generation of methane in the subsurface. To help prevent the migration of methane into site structures, methane mitigation measures were installed under all site building slabs or foundations, except the parking - structure. WHAT ARE THE METHANE MITIGATION MEASURES? As required by DEQ, methane mitigation measures were incorporated into the construction of structures and utilities at BPV. These measures include the following: • A low-permeable geomembrane liner under the building floor slabs. • A sub-slab ventilation system (SSVS) consisting of perforated flat pipes placed in a 2-inch- thick conveyance layer of coarse-grained sand. The perforated pipes are connected to PVC vent risers,which vent to the building roofs. The PVC vent risers are typically located in the walls. • Conduit seals installed in electrical conduits. The conduit seals are located inside the electrical conduits as they emerge from underground into the buildings. This is typically inside the electrical rooms. The conduit seals generally consist of a closed cell polyurethane foam. • Trench dams installed along utility corridors. The trench dams are generally a cement bentonite mix placed in the utility trenches where utilities go under buildings or where the utilities leave the property. Methane concentrations under the slab and low-permeable geomembrane are monitored through sub-slab monitoring probes installed beneath most structures. On certain buildings, fans were connected to the vent risers to actively ventilate the sub-slab and to help reduce methane concentrations identified during sub-slab monitoring. WHAT ARE THE CONTRACTOR'S RESPONSIBILITIES? PRE-CONSTRUCTION MEETING In addition to the pre-construction items described in the Tenant Criteria Manual, CenterCal and the Contractor shall address the following items: 1. The Contractor shall provide plans identifying the work area. Whenever possible, the - Contractor shall use alternatives that will not fully penetrate the slab and SSVS components. 2. CenterCal will determine potential impacts to the methane mitigation systems and establish appropriate site safety and notification protocols for the contractor. 3. The contractor shall provide the schedule for completing the proposed work. ®DESIGN= 2 BPCenters-2-08:022814