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Building Permit #034-14 - 351 WILLOW STREET 7/10/2013
t1 iyav r "f+ BUILDING PERMIT 0 .;:,; TOWN OF NORTH ANDOVER _ APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received , ~ Date Issued: 7 /a t nU IMPORTANT:Applicant niust complete all items on this paae LOCATION i tick tRC { Print, PROPERTY OWNER +1 Print MAP NO: PARCEL-11-14ZONING DISTRICT: Historic District yes no (Machine Shop Village: yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential New Building One family A Addition Two or more family Industrial 02-t No. of units: mmercia Repair, replacement Assessory Bldg Others Demolition Other Septic Well Floodplain Wetlands Watershed District Water/Sewer t° Identification Please Type or Print Clearly) OWNER: Name: M\A__,n e_gAQ, -r(- Phone: 1y14 Address. 351 W 464 4 S� . Su A Mo �r mo, o l 'pis CONTRACTOR Name:C � n �I� e Phone:_ 6 1'7-_3Z8 -"lbw Address: Supervisor's Construction License: A Exp. D te: Home Improvement Licens it G 1 QWC� Exp. Dater ARCH ITECT/ENGI NEERMw CGrniC� f'), , AZA Phone: GO -32_ '?--7v79 Address: .ii�+h�„a,;.r, h 9r,,k. ) p�,.fl�.�`11 fir:, +S„.lo u oG Reg. No. 9 1510 0Uv(\ , fy\A 0aik' 4 FEE SCHEDULE.BULDINO PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F Total Project Cost: $ � 2 9 °`' FEE: $ U 30. os r Check No.: Receipt No.: � NOTE: Persons confractin i unregistered contraciors do not parte access to le uara nd O gnature- of Agent/W6erSignature of contras eFo j . TOWN OF NORTH ANDOVER APPLICATION FOR PLAN EXAMINATION Permit NO: Date Received Date Issued: IMPORTANT:Applicant must complete all items on this page LOCATION Print. PROPERTY OWNER Print 100 Year Old Structure yes no MAP NO: PARCEL: ZONING DISTRICT: Historic District yes no Machine Shop Village yes no TYPE OF IMPROVEMENT PROPOSED USE Residential Non- Residential ❑ New Building ❑ One family ❑Addition ❑Two or more family ❑ Industrial ❑Alteration No. of units: ❑ Commercial ❑ Repair, replacement ❑Assessory Bldg ❑ Others: ❑ Demolition ❑ Other ❑ Septic ❑Well ❑ Floodplain ❑Wetlands ❑ Watershed District El Water/Sewer DESCRIPTION OF WORK TO BE PERFORMED: Identification Please Type or Print Clearly) OWNER: Name: Phone: Address: CONTRACTOR Name: Phone: Address: II Supervisor's Construction License: Exp. Date: Home Improvement License: Exp. Date: ARCHITECT/ENGINEER Phone: Address: Reg. No. FEE SCHEDULE:BOLDING PERMIT:$12.00 PER$1000.00 OF THE TOTAL ESTIMATED COST BASED ON$125.00 PER S.F. Total Project Cost: $ FEE: $ Check No.: Receipt No.: NOTE: Persons contracting with unregistered contractors do not have access to the guaranty fund Signature of Agent/Owner Sig:nature of contractor Plans Submitted ❑ Plans Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ Plans Submitted ❑ P: ns Waived ❑ Certified Plot Plan ❑ Stamped Plans ❑ TYPE OF SEWERAGE DISPOSAL Public Sewer ❑ Tanning/Massage/Body Art ❑ Swimming Pools ❑ Well ❑ Tobacco Sales ❑ Food Packaging/Sales ❑ Private(septic tank,etc. ❑ Permanent Dumpster on Site ❑ THE FOLLOWING SECTIONS FOR OFFICE USE ONLY INTERDEPARTMENTAL SIGN OFF - U FORM DATE REJECTED DATE APPROVED PLANNING & DEVELOPMENT ❑ ❑ COMMENTS CONSERVATION Reviewed on Signature COMMENTS HEALTH Reviewed on Signature COMMENTS r. Zoning Board of Appeals: Variance, Petition No: Zoning Decision/receipt submitted yes Planning Board Decision: Comments Conservation Decision: Comments F Water & Sewer Connection/Signature& Date Driveway Permit DP' 'To`v! ]Engineer: Signature: Located 384 Osgood Street FIRE DEPARTMENT -Temp Dumpster on site yes no Located at 124 Mair Street Fire DepartmeNt signatureldate COMMENTS Dimension Number of Stories: Total square feet of floor area, based on Exterior dimensions. Total land area, sq. ft.: 1 ELECTRICAL: Movement of Meter location, mast or service drop requires approval of Electrical Inspector Yes No DANGER ZONE LITERATURE: Yes No MGL Chapter 166 Section 21A-F and G min.$100-$1000 fine 1 � NOTES and DATA— (For department use �,Aaj i ® Notified for pickup - Date Doc.Building Permit Revised 2010 1 Building Department The fol owing is a list of the required forms to be filled out for the appropriate permit to be obtained. Roofing, Siding, Interior Rehabilitation Permits ❑ Building Permit Application ❑ Workers Comp Affidavit o Photo Copy Of H.I.C. And/Or C.S.L. Licenses ❑ Copy of Contract ❑ Floor Plan Or Proposed Interior Work o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit Addition Or Decks ❑ Building Permit Application ❑ Certified Surveyed Plot Plan ❑ Workers Comp Affidavit ❑ Photo Copy of H.I.C. And C.S.L. Licenses o Copy Of Contract ❑ Floor/Crossection/Elevation Plan Of Proposed Work With Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Mass check Energy Compliance Report (If Applicable) ❑ Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit New Construction (Single and Two Family) ❑ Building Permit Application o Certified Proposed Plot Plan o Photo of H.I.C. And C.S.L. Licenses ❑ Workers Comp Affidavit ❑ Two Sets of Building Plans (One To Be Returned) to Include Sprinkler Plan And Hydraulic Calculations (If Applicable) ❑ Copy of Contract ❑ Mass check Energy Compliance Report o Engineering Affidavits for Engineered products NOTE: All dumpster permits require sign off from Fire Department prior to issuance of Bldg Permit fn all cases if a variance or special permit was required the Town Clerks office must stamp the decision from the Board of Appeals that the apn•-al period is over. The applicant must then get this recorded at the Registry of Deeds. One copy and proof of recording must be subm.rted with the building application Doc: Doc.Buiiding permit Revised 2012 f r�i 1Location No. — �/ Date / 4 • - TOWN OF NORTH ANDOVER • "' Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check#A2y L' `- Bu ilg 16s ctor Greg Susko Project Manager C� c One Pine Hill Drive,Suite 400 Quincy,MA 02169 Build 617328.7899 ext.230 6Design- 617.328.1779 fax 339.987.1843 mobile gsusko@cmcdesign-build.com www.cmcdesign-budd.com Mark A.Garnicelli,AIA r Director of Architecture+Engineering C� C One Pine Hill Drive,Suite 400 Quincy,MA 02169 Design•Build 617.328.7899 ext.219 617.328.1779 fax 339.933.2382 mobile mcamicelli@cmcdesign-build.com www.cmcdesign-build.com Location ✓5�� "" /r1� �* '"`_ No. `7" Ll Date �2 3 . - TOWN OF NORTH ANDOVER Certificate of Occupancy $ Building/Frame Permit Fee $ Foundation Permit Fee $ Other Permit Fee $ TOTAL $ Check# 4L • �j U / Building Inspector OE NO oTM'.y 1 4 so I SS.SCIN`+E CERTIFICATE OF USE & OCCUPANCY TOWN OF NORTH ANDOVER Building Permit Number 034-14 on 7/10/2013 Date: Decemeber 11, 2013 THIS CERTIFIES THAT THE BUILDING LOCATED ON 351 Willow Street South—Bake n' Joy MAY BE OCCUPIED AS Office Expansion IN ACCORDANCE WITH THE PROVISIONS OF THE MASSACHUSETTS STATE BUILDING CODE AND SUCH OTHER REGULATIONS AS MAY APPLY. Certificate Issued to: Muffin Realty Trust 351 Willow Street South North Andover, MA 01845 Building Inspector Fee: $100.00 Receipt: 27168 Check :25419 r , - NORTH No. ®13 .,. O � zh o� ver, Mass, . A- COC NICMIWICK �1' 7,9 q�RATE0 #"*' S u BOARD OF HEALTH aa Food/KitchenPERMIT T LD V Septic Syste �D - :, THIS CERTIFIES THAT .............. : . .,.. . .:.�.....:...................................................... ILDIN INSPECTOR / ............................... .. Y , Foundon has permission to erect ... buildings on .....:.:...::.. .... . . ..................: ............................... s` �' to be occupied as ..............:'.`"` ...........:`......:..:........ ...................::........................................................ C I ey provided that the person accepting this permit shall in every respect conform to the terms of the application Final (� on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PL MBING INSPECTO g � VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT. EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION STARTS C �gj—' Q�'- �-r . ®<� Service_ ......... .......... .............................. BUILDING INSPECTOR Final J j ` GAS INSPECTOQ, Occupancy Permit Required to Occupy Building Rough e 7A Display in a Conspicuous Place on the Premises — Do Not Remove Final ,q�, 131 �� 41 No Lathing or Dry Wall To Be Done FI#DEP Until Inspected and Approved by the Building Inspector. Burner Stree�t.9 NJo. Smoke Det. SEE REVERSE SIDE o� 3 GENERAL BUILDING NOTES/CHECKLIST-NOT LIMITED TO ITEMS BEL99 POST ALL LOT NUMBERS,ADDRESS, AND PERMIT(COPY OK)..or no inspections INSPECTIONS: (Minimum) Excavation , Footing, Foundation, Frame, Insulation, Final. FOOTINGS: Continuous Full 2x4 Keyway Continuous strip footings for interior columns Q5 FOUNDATION: Rebar as required Anchor bolts or straps Damproofing Foundation drain-pipe/stone/fabric filter/cover and outlet connection. FRAME:Fireblock-over girts/plates between floor joist - Penetrations for plumbing, heat, elec, etc. ( Walls at stair stringers. 6 Windbrace corners and center bearing partitions. r -11 Size ridge to provide full bearing at rafter cuts. Hip and Valley rafters-watch bearing at walls. Ridge&Hip-Provide proper connections. Cathedral roof rafters provide proper connections and use"Hurricane CI s" a to plate. Stair stringers-watch cuts and heal support. Joist hangers-fully nailed w/hanger nails. Sill plates 2-2X6(1 PT)w/sill seal. Girts-solid brick or steel plate bearing at foundations ® '/"air space at sides in foundation pockets. Lateral bracing at ends. �s Certified calculations. required for Beams/LVL's Trusses. Solid bearing support for Headers/Beams etc. rC Check headroom clearances-stairways, under beams Attic Access. (min.22x30 w/3` headroom above). I Crawl space access. (min. 18x24). w Bath exhaust fans to have metal duct to exterior(not in soffit). Firecode S/R wood frame of"0"clearance fireplaces&stoves `V Wi dow Schee_d*or Every Habitable Room Must Have: N Natural light equal to 8%of floor area. %of required glazing shall be openable. Bedrooms required min.20x24 egress window or door. Vent attic spaces-"proper vent", soffit and required ridge vents. Firecode under stairs if used for storage FIREPLACES: Separate permit required. y, Inspections at Footing-Smoke Chamber-Finish Smooth parging, clean joints, 8"solid @ combust. DECKS: Lag to house, provide flashing. , Rails min. 36" high, Baluster max space 4"on center Over 8' above grade, use 6x6 posts w/lateral bracing. Lag all posts and rails. Pier footings down 48", Conc. pad at stair base. FINISH: Handrails returned to wall/newall post. N q Guardrails required alongside open cellar stairs. Exterior grading complete. Certificate or occupancy required prior to occupying sti ictu �J Temporary Stairs required for inspection. Re-inspection fee- $30.00(Be Ready). Certificate of occupancy required prior to occupying stricture. 1" e�, i i Enter construction cost for fee cal - North Andover Fee Cakulafion Construction Cost c © $ - $ 9,630.35 Plumbing Fee $ 1,203.79 Gas Fee 100 comm. $ 100 00;; Electrical Fee $ 1,203.79 Total fees collected $ 12,137.94 351 Willow Street 034-14 on 7/10/13 Bake and Joy I i i i Date: 27 June 2013 To: Town of North Andover, Building Department 1600 Osgood Street North Andover, MA 01845 Re: Electrical Permit Bake `n Joy Office Renovations 351 Willow Street,South North Andover, MA 01845 Project No: 20404 Per the Massachusetts State Building Code, The plans submitted to the building department for the above referenced project have been prepared under my general supervision and meet the applicable provisions of the latest revision of the Massachusetts State Building Code. This Engineer or a professionally qualified representative of this organization shall check shop drawings and or the related details for construction, shall be present at the site on a periodic basis to determine that the work is being executed in accordance with the plans approved for the building permit and that written reports will be submitted to the building department on a periodic basis relative to the construction progress. Before any of work can be occupied, a final affidavit shall be submitted to the building department stating that to the best of this Engineer's knowledge the provisions of the building code have been complied with and that the area of work meets all of the necessary requirements for the proposed use and occupancy. Of W. Engineer George W. Hale NAU Na .G/�7Electrical NAL Subscribed and sworn to me before this 27th day of June, 2013. Not ry Pu lic My Commission expires:.Jvrc /i 2-c:/-r it OnLIAN tNw� mijaemns �►b0aam.E�iM 11,1015 > � 11YAAIW \ : ID \ \ 780 CMR Narrative Report Fire Alarm System For Bake N Joy 351 Willow Street South North Andover, Massachusetts Prepared for BAKE N Joy June 26, 2013 Introduction This report is being provided in accordance with the Massachusetts State Building Code, 8th edition, Section 901.2.1, as part of the documentation for a fire alarm signaling system alteration in the building located at 351 Willow Street South North Andover, MA. Stilian Electric, Inc. designed the alterations for fire alarm signaling system. This report is limited to the scope of work, which includes the design of a alterations to the existing fire alarm signaling system for the front office section. Building Description The existing building falls under "Mixed Use", existing one-story building. It consists of office space, warehouse and manufacturing. This narrative is for the addition to the front office space that will renovate the first floor and add a second floor to the building for the office area only. Applicable Laws, Regulations, and Standards The applicable requirements for the new fire alarm signaling system can be found in the following documents: • 2009 International Building Code • 780 CMR Massachusetts State Building Code, Eight Edition • NFPA 72 —National Fire Alarm Code—2010 • 527 CMR"Fire Prevention Regulations" Design Responsibility Stilian Electric Inc. is the designer of record for the alterations to the existing fire alarm signaling system. Stilian Electric, Inc. is the licensed contractor that will be doing the work. Fire Alarm System Description 1. System requirements The existing office space and additional office space with have a sprinkler system modified and installed by other. The fire alarm signaling system will comprised of: Manual Pull Stations, Smoke Detectors for Elevator Recall, Duct Smoke Detectors for units over 2000cfm, Monitor Modules for the Sprinkler System and Notification Devices. 2 2. Location and Requirement of System Devices to be installed Initiating Devices • Manual pull stations will be installed at the egress exits from the office areas. • Photoelectric Smoke Detectors will be installed in elevator lobbies and the elevator machine room. • Duct Smoke Detectors will be installed in the roof top units greater 2000cfm; RTU-2, RTU-3 & RTU-4. • Monitor Modules will be installed for the sprinkler devices added for the new 2°a floor sprinkler system. Notification Devices • Horn/strobe & strobe units will be installed in all common areas for proper coverage and meet the required sound pressure level. • The evacuation signal will be a three-pulse temporal signal. Sequence of Operation • A trouble condition will sound at the fire alarm control panel and the display will indicated the type of trouble condition being reported, this trouble signal will be transmitted via the security system to ADT proper notification to the owner and or service company. • An alarm condition caused by the activation of one or more of the initiating will display at the fire alarm control the device or devices in alarm, activate all of the notification devices in the building and transmit via the security system to ADT and will be retransmitted via phone for proper notification to the fire department. Tests and Approval The fire alarm system will be tested in compliance with NFPA 72 — The National Fire Alarm Code. The contractor in compliance with the requirements of the state and North Andover Fire Department will complete testing. The contractor shall provide the proper installation certificates to the fire department prior to the final test and inspection. 3 Massachusetts -Department of Public Safety Board of Building Regulations and Standards Construction'Supen ixor License: CS-080812 MICHAEL CELLA` 17 CUDWORTH ST Medford MA 02135 Expiratior 05/17/201; Commissioner 7. x i a Bake'n Joy Exhibit A: Scope of Work North Andover, MA The following Scope of Work is for the design and construction of approximately 9,000 square feet of new mezzanine office and the renovation of approximately 3,000 square feet ' of existing 1 st floor office space. i DIVISION 1 - GENERAL REQUIREMENTS A. Project Management i. Project Manager: Provide a Project Manager to coordinate both design and construction. ii. Superintendent: Provide on-site Superintendent. Superintendent shall be on- site whenever any work is being performed. The superintendent shall supervise the Project, coordinate all subcontractors, direct field engineering activities, and coordinate testing and inspection services. The Superintendent shall keep and maintain as-built drawings,submittals, and daily logs. iii. Testing: All material testing and inspections are to be provided by the Owner. CMC will coordinate the testing with the Owner's testing agency. iv. Permits: Assist the Owner in obtaining all permits. All review fees and permit fees are to be paid by the Owner. v. Utility Fees: All utility company fees and backcharges are excluded. vi. Construction Schedule: Submit and maintain a construction schedule. vii. Construction Meetings: Schedule and conduct meetings at the job at least once every (2) weeks. Provide and distribute meeting minutes after each meeting. viii. Payment Applications: Submit monthly payment requests using AIA forms. ix. Change Order Log: Each payment request shall be accompanied with a change order log showing a listing of all requests for changes;including number, description, cost and status. The log shall include all requests; including approved, rejected, or open requests. x. Change Procedure: Prior to proceeding with any changes, a written change request shall be submitted for approval. A. Delays: Prior to any delays becoming critical, inform the Owner of the potential delay. xii. Safety: Strictly adhere to all OSHA and local authority requirements for a safe project site. Maintain adequate first aid facilities for subcontractor's use. B. Jobsite Requirements i. Utilities: Provide temporary utilities as required for construction. ii. Winter Conditions: Winter Conditions are excluded. iii. Temporary Protection: Provide and maintain all temporary weather, dust barriers, temporary fencing and safety lighting/barricades that are necessary. Provide safety orientation, hard hats and safety glasses for jobsite visitors. iv. Site Security: Owner is responsible for maintaining security on the site. v. Daily Clean Up: At all times, the project site shall be kept neat, clean and broom swept. Debris and trash shall not be allowed to collect in piles on the job site. Collect and remove all construction debris from work areas on a daily basis, and place it in a supplied recycling container or dumpster for removal. Construction materials and tools shall be neatly stored. C. Close-Out Requirements i. O&M Manuals: Provide copies of all operation & maintenance manuals. CMC Design-Build, Inc. Page 1 May 6, 2013 Project No. 20404 1 Bake'n Joy Exhibit A: Scope of Work North Andover, MA ii. Record Drawings: Maintain an accurate record of all field changes on the construction drawings. At the conclusion of the project, incorporate all the field changes into the record drawings. Provide two (2) complete, full-size, sets of record drawings and AutoCAD (.dwg format) drawings in electronic format. iii. Warranties: Provide written warranties for the entire project for the minimum duration of one (1) year from the date of substantial completion and extended warranties where applicable. iv. Punch List: At substantial completion, the Owner will compile a list (Punch-List) of all items not in compliance with Contract Documents. v. Lien Release: Execute a final lien release and provide similar releases from all subcontractors and material suppliers. vi. Training: Provide training on all systems and demonstrate the proper sequence of starting, normal operation, adjustments, shutdowns, etc. vii. Final Cleaning: Provide final cleaning of all areas of the project. Clean all dust, dirt, oil, concrete spatters, saw dust and all other stains from exposed ' surfaces. Remove all construction tape and temporary surface protection. D. Architectural & Engineering Services: All engineering and drawings are to be prepared by CMC Design-Build and appropriate trade contractors. Drawings to be furnished shall delineate all material and work included. Drawings to include all pertinent dimensions and together with these specifications shall be adequate for construction purposes. i. Design Requirements: The design shall comply with all applicable building codes, development requirements, deed or covenant restrictions, life safety codes, and fire codes. The design shall comply with all applicable federal, state and local requirements. Design to Factory Mutual specifications is not included. DIVISION 2-SITE WORK A. Provide all trenching required for plumbing and electrical work included in this Scope of Work. B. Exclusions: i. Hazardous Materials: Handling of hazardous material is excluded. ii. Unsuitable Soils: Handling, disposal, and/or replacement of unsuitable soils are excluded. It is assumed that all excavated material will be reused onsite. DIVISION 3 - CONCRETE A. Demolition: Demolish and dispose of existing concrete slabs to accommodate new underfloor plumbing and electrical included in this Scope of Work. Demolition to occur during non-office hours. B. Footings & Foundations: Provide reinforced concrete footings for masonry walls included in this Scope of Work. C. Elevator Pit: Provide a concrete elevator pit. D. Office Floor Slabs: For slab-on-grade infills at areas of demolition, provide four (4) inch thick concrete slab. For mezzanine slab, provide three (3) inch slab with wire mesh reinforcement. Mezzanine slab to be poured during non-office hours. DIVISION 4 - MASONRY A. Elevator Shaft: Provide eight (8) inch thick masonry elevator shaft per plan. CMC Design-Build, Inc. Page 2 May 6, 2013 Project No. 20404 i Bake'n Joy Exhibit A: Scope of Work North Andover, MA DIVISION 5 - STEEL A. Demolition: Demolish and dispose of existing metal deck at mezzanine area. B. Mezzanine Deck: Provide a 9/16", 26 gauge galvanized metal deck, screwed down to the existing joists, with a 3" pour stop. !I C. Stairways: Provide one (1) concrete-filled metal pan stair and one (1) architectural stair system per plans for interior stairways. An Allowance of$18,000 has been ` included for the architectural stair system. f.. D. Elevator Shaft: Remove existing joists and beam. Provide new beams, angles, decking, and hoist beam. Reinstall modified joists. DIVISION 6 - CARPENTRY A. Rough Carpentry: Provide all rough carpentry for formwork, blocking, bracing, etc. for, but not limited to, toilet accessories, toilet partitions, roof blocking,wall hung millwork, etc. B. Millwork: i. Countertops: Provide MDF board or interior grade plywood, plastic laminate countertops on all cabinets. Provide acrylic polymer at lavatory tops. ii. Cabinets: Provide cabinet-grade plywood with all exposed surfaces and shelves covered with plastic laminate. iii. Miscellaneous: Provide display cases and mail slots per plans. DIVISION 7-THERMAL & MOISTURE PROTECTION A. Demolition: Demolish and dispose of existing roofing system to accommodate elevator shaft. Demolish and dispose of existing exterior metal wall panel for construction access and new windows included in this Scope of Work. B. Roof Insulation: Provide one (1) layer of three (3) inch thick polyisocyanurate roof insulation at elevator shaft. C. Roof Membrane: Provide a mechanically-attached, single-ply, 60 mil membrane at elevator shaft. D. Roof Flashing: Flash all penetrations for equipment included in this Scope of Work. DIVISION 8 - DOORS &WINDOWS A. Office & Employee Amenity Personnel Doors i. General: Provide solid core wood doors, hung in hollow-metal frames, per plan. Unless noted otherwise in the design documents, all doors shall be 3'- 0" wide by 7'-0" tall. Rehang existing doors at 1 st floor offices that are to receive sidelights. B. Windows i. Exterior Windows: Provide approximately one hundred eighty five (185') linear feet of four (4') foot high insulated glass ribbon windows set in anodized, thermally broken aluminum frames. ii. Interior Windows: Provide full-height sidelights and transom windows set in hollow-metal frames per plans. Provide 1/4" clear tempered glass at display cases with storefront framing. DIVISION 9 - FINISHES A. Demolition: Demolish and dispose of existing gypsum walls, flooring, and ceilings as required to accommodate the proposed 1 st floor revisions. CMC Design-Build, Inc. Page 3 May 6, 2013 Project No. 20404 Bake'n Joy Exhibit A: Scope of Work North Andover, MA i B. Gypsum Wallboard: Provide gypsum wallboard wall systems with acoustical batt insulation per plan. Walls at executive offices, conference rooms, HR, and toilet rooms shall be full height to bottom of deck. Finish all gypsum wallboard surfaces, exposed to view,with joint tape,joint compound and paint. C. Drywall Soffit: An Allowance of$20,000 has been included for drywall soffit. D. Tile: Provide"standard grade"tile materials. Provide trim, base, and special shapes needed for a complete installation. i. Ceramic Wall Tile: Provide ceramic wall tile at toilet room wet walls under an allowance of$10.00 per square foot. ii. Ceramic Mosaic Floor Tile: Provide ceramic floor the at toilet rooms under an allowance of$10.00 per square foot. E. Vinyl Tile: Provide anti-static vinyl tile at Server Room. Provide standard vinyl tile at break room area. F. Stair Treads: Provide rubber stair tread and landing covers at rear stairwell. G. Carpet: An Allowance of$28,000 has been included to provide carpet at new and renovated office areas. H. Rubber Base: Provide 4" standard rubber wall base at new partition walls and break room walls. I. Suspended Acoustical Ceiling: Provide 2'x2' suspended acoustical ceiling tiles at new office areas and break room. Provide standard exposed ceiling grid system. J. Future Area: All finishes are excluded for the future office area. DIVISION 10 - SPECIALTIES A. Toilet Partitions: Provide phenolic, ceiling hung toilet partitions at new toilet rooms per plans. B. Toilet Room Accessories: Provide all toilet room accessories needed for new toilet rooms to be fully functional. C. Building Signage: Signage, excluding interior signage required by code,is to be furnished and installed by the Owner. DIVISION 11 - EQUIPMENT A. Elevator: Provide a 2,500 Ib. holeless hydraulic elevator. Walls shall be plastic laminate with color selectable from standard colors. Doors shall be faced on the car side with #4 brushed stainless steel. Ceiling shall be suspended ceiling of white plastic diffusers mounted in a black powder coat frame. DIVISION 12 - FURNISHINGS A. Furnishings and window treatments are excluded. DIVISION 13 - SPECIAL CONSTRUCTION A. Not Used. DIVISION 15 - MECHANICAL A. Plumbing: i. Domestic Hot/Cold Water: Provide a complete domestic hot/cold water system for all fixtures included in this Scope of Work. Hot water generation to be by Insta-hots. ii. Natural Gas: Provide natural gas piping for equipment included in this Scope of Work. CMC Design-Build, Inc. Page 4 May 6, 2013 Project No. 20404 Bake'n Joy Exhibit A: Scope of Work North Andover, MA iii. Office Fixtures: Provide the following fixtures per plans: a. Wall Hung Water Closets: Three (3). b. Lavatories: Four (4). c. Urinals: One (1). d. Water Coolers: Two (2). e. Kitchen Sinks: One (1). f. Mop Sinks: One (1). iv. Floor Drains: Provide two (2) floor drains at new toilet rooms. B. HVAC: i. 2nd Floor Office Area: Provide three (3) high efficiency packaged gas/electric rooftop units, manufactured by Trane or equal, complete with economizers and five (5) year compressor warranties. Air distribution shall be provided by complete insulated supply ductwork systems terminating in 2'-0" x 2'-0" lay in style diffusers. Two (2) of the units shall have bypass voting zone system to - = provide individual control for the executive offices. A total of ten 10 zones i p ( ) shall serve perimeter executive offices. ii. Server Room: Provide one (1) 3-ton ductless split system with low ambient control. Iii. Exhaust: Provide roof exhaust fan and exhaust ductwork for new toilet rooms. Provide inline exhaust fan and exhaust systems operating off speed switches to provide additional ventilation in the new conference room. Provide roof mounted elevator vent. iv. Future Space: Provide one (1) high efficiency packaged gas/electric rooftops complete with economizer, programmable thermostat, and five (5) year compressor warranty. Air distribution shall be stubbed into space for future fit-up. C. Fire Protection: Provide wet-pipe system using chrome heads, located at the center point of ceiling tiles in office areas. Provide a dry system in the Server Room. Future office area to have upright wet heads. DIVISION 16 - ELECTRICAL A. Service: It is assumed that the existing electrical service to the facility will be reused. B. lighting Systems: Provide temporary lighting necessary to complete the Project. Provide suspended indirect light fixtures and can light fixtures in the conference rooms. Provide suspended indirect light fixtures in the executive offices. Provide recessed direct/indirect light fixtures in remaining new office areas. Provide occupancy sensors per applicable building codes. C. Emergency/Exit Lighting: Provide emergency and exit lighting as required by applicable building codes. D. Receptacles: Provide receptacles per applicable building codes. Provide floor box at two (2) new conference rooms and new workstation cluster. E. Power Wiring: Provide power wiring for equipment included in this Scope of Work. F. Fire Alarm: Provide a Firelite MS-9600 panel,which can accommodate two (2) loops, up to one hundred ninety eight (198) smoke detectors, and one hundred ninety eight (198) modules. All of the existing fire alarm devices in the facility would remain; CMC will install any new devices on a new loop. G. Telephone/Data: Provide conduit and pull-string for telephone and data wiring to be installed by Owner. H. Security Systems: Security systems are excluded. CMC Design-Build, Inc. Page 5 May 6, 2013 Project No. 20404 STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR (Where the Basis of Payment is the Cost of the Work Plus a Fee,with a Guaranteed Maximum Price Option) r. ARTICLE 1 r- 9 AGREEMENT r °. This Agreement is made this 7th day of May in the year 2013,by and between the e , OWNER Bake'n Joy, Inc. 351 Willow Street South North Andover, MA 01845 and the CONTRACTOR CMC Design Build, Inc. 2 Batterymarch Park 1 Pine Hill Drive Quincy,MA 02169 for services in connection with the following PROJECT Design and construction of approximately 8,900 square feet of mezzanine office and the renovation of approximately 3,100 square feet of existing first floor office areas. Notice to the parties shall be given at the above addresses AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR 0 1993,Associated General Contractors of America ARTICLE 2 i GENERAL PROVISIONS 2.1 Team Relationship The Owner and the Contractor agree to proceed with the Project on the basis of trust, good I faith and fair dealing, and shall take all actions reasonably necessary to perform this Agreement in an economical and timely manner, including consideration of design modifications and alternative materials or equipment that will permit the Work to be constructed within the Guaranteed Maximum Price (GMP) and by the date of Substantial Completion. In no event shall there be a deviation from the Contract Documents without the approval of the Owner. The Contractor agrees to procure the architectural and engineering services set forth below, and to furnish construction and administration of the Work. 2.2 Architect/Engineer Architectural and engineering services shall be procured from licensed, independent design professionals retained by the Contractor or furnished by licensed employees of the Contractor, or as permitted by the law of the state where the Project is located. The person or entity providing architectural and engineering services shall be referred to as the Architect/Engineer. If the Architect/Engineer is an independent design professional, the architectural and engineering services shall be procured pursuant to a separate agreement between the Contractor and the Architect/Engineer. The Architect/Engineer for the Project is: CMC Design Build,Inc. 2.3 Extent of Agreement This Agreement is solely for the benefit of the parties, represents the entire agreement between the parties, and supersedes all prior negotiations, representations or agreements, either written or oral, including the drawings previously prepared by all other designers. When the Drawings and Specifications are complete, they shall be identified by amendment to this Agreement. This Agreement may be amended only by written instrument signed by both Owner and Contractor. 2.4 Definitions .1 The "Contract Documents"consist of: a.Change Orders and written amendments to this Agreement signed by both the Owner and Contractor; b.this Agreement except for the existing Contract Documents set forth in item d.below; c.the information provided by the Owner pursuant to Clause 4.1.2.1; d. the Contract Documents in existence at the time of execution of this Agreement which are set forth in Article 15; and e.the Owner's Program provided pursuant to Subparagraph 4.1.1. In case of any inconsistency, conflict or ambiguity among the Contract Documents, the Documents.shall govern in the order in which they are listed above. .2 The "Work" is the Design Services procured in accordance with Paragraph 3.1, the GMP provided in accordance with Paragraph 3.2, the Construction Phase Services provided in accordance with Paragraph 3.3, and other services which are necessary to complete the Project in accordance with and reasonably inferable from the Contract Documents. .3 The term "day" shall mean a calendar day. AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR ©1993,Associated General Contractors of America .4 "Substantial Completion" of the Work, or of a designated portion, occurs on the date when construction is sufficiently complete in accordance with the Contract Documents so that the Owner can occupy or utilize the Project, or a designated portion, for the use for which it is intended. .5 The "Owner's Program" is an initial description of the Owner's objectives, including budgetary and time criteria, ` space requirements and relationships, flexibility and expandability requirements, special equipment and systems, and site requirements. ARTICLE 3 CONTRACTOR'S RESPONSIBILITIES The Contractor shall be responsible for procuring the design and for the construction of the Work consistent with the Owner's Program. The Contractor shall exercise reasonable skill and judgment in the performance of its services, but does not warrant or guarantee schedules and estimates other than those that are part of the GMP proposal. 3.1 Design Services 3.1.1 Preliminary Schedule The Contractor shall prepare a preliminary schedule of the Work for the Owner's written approval. The schedule shall show the activities of the Owner,Architect/Engineer and Contractor necessary to meet the Owner's completion requirements. The schedule shall be updated periodically with the level of detail for each schedule update reflecting the information then available. If an update indicates that a previously approved schedule will not be met,the Contractor shall recommend corrective action to the Owner in writing. 3.1.2 Schematic Design Documents The Contractor shall submit for the Owner's written approval Schematic Design Documents,based on the Owner's Program and other relevant information. Schematic Design Documents shall include drawings, outline specifications and other conceptual documents illustrating the Project's basic elements, scale, and their relationship to the site. One set of these documents shall be furnished to the Owner. The Contractor shall update the preliminary schedule and estimate based on the Schematic Design Documents. 3.1.3 Design Development Documents The Contractor shall submit for the Owner's written approval Design Development Documents based on the approved Schematic Design Documents. The Design Development Documents shall further define the Project including drawings and outline specifications fixing and describing the Project size and character, and other appropriate elements incorporating the structural, architectural, mechanical and electrical systems. One set of these documents shall be furnished to the Owner. The Contractor shall update the schedule and estimate based on the Design Development Documents. 3.1.4 Construction Documents The Contractor shall submit for the Owners written approval Construction Documents based on the approved Design Development Documents. The Construction Documents shall set forth in detail the requirements for construction of the Work, and shall consist of Drawings and Specifications based upon codes, laws or regulations enacted at the time of their preparation. Construction shall be in accordance with these approved Construction Documents. 3.1.5 Ownership of Documents All Instruments of Service prepared in connection with the Project shall become the property of the Owner, provided that the Owner substantially performs its obligations, including payment of all sums when due,under this Agreement. The Instruments of Service may be used by the Owner in any way in connection with the construction, use, maintenance, expansion or promotion of the Project. If the Design-Builder rightfully terminates this Agreement for cause as provided in Section 12.1, or if Design-Builder is not paid all sums due to Design-Builder under this Agreement,the license granted in this Section 3.1.5 shall terminate. The Owner shall indemnify, defend and hold the Design-Builder and the Architect harmless from and against Claims from third parties for loss of or damage to AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR 0 1993,Associated General Contractors of America property, or injury to persons, caused by the use of any Instruments of Service by the Owner with respect to another project or the extension or expansion of the Project without the involvement of Design-Builder. 3.2 Guaranteed Maximum Price 3.2.1 The Contractor guarantees that the maximum price to the Owner for the Cost of the Project as set forth in Article 8, and the Contractor's Fee as set forth in Article 7, will not exceed $1,317,322.00 which sum shall be called the "Guaranteed Maximum Price." 3.2.2 The Guaranteed Maximum Price is based upon laws, codes, and regulations in existence at the date of its establishment and upon criteria, and Drawings, as set forth below. In case of conflict, the documents shall take precedence in the order listed below: Exhibit A(Scope of Work dated May 6,2013) Exhibit B(CMC Drawing PA 1.0 dated May 6,2013) Exhibit C(Schedule of Values dated May 6,2013) Exhibit D(Letter of Intent dated April 22,2013) 3.2.3 The Guaranteed Maximum Price will be modified for delays outside of the Contractor's direct control and for Changes in the Project,all pursuant to Article 9. 3.2.4 Allowances included in the Guaranteed Maximum Price are as set forth below: .1 An Allowance of$18,000.00 has been included for the complete new main stair system. .2 An Allowance of$20,000.00 has been included for the drywall soffit and ceilings. .3 An Allowance of$10.00 per square foot has been included for ceramic wall tile at the toilet room wet walls. .4 An Allowance of$10.00 per square foot has been included for ceramic floor the at the toilet room floors. .5 An Allowance of$28,000.00 has been included to provide carpet and new and renovated areas. Whenever the cost is more than or less than the Allowance the GMP shall be adjusted When � b Change e Order.g 3.2.5 The estimated Cost of the Work may include the Contractor's contingency, a sum established by the Contractor for use at the Contractor's discretion to cover costs which are properly reimbursable as a Cost of the Work but are not the basis for a Change Order. 3.2.6 Basis of Guaranteed Maximum Price The Contractor shall include with the GMP proposal a written statement of its basis,which shall include: .1 a list of the drawings and specifications, including all addenda, which were used in preparation of the GMP proposal; .2 a list of allowances and a statement of their basis; .3 a list of the assumptions and clarification's made by the Contractor in the preparation of the GMP proposal to supplement the information contained in the drawings and specifications; .4 the date of Substantial Completion upon which the proposed GMP is based, and the Schedule of Work upon which the date of Substantial Completion is based; .5 schedule of applicable alternate prices; AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR 0 1993,Associated General Contractors of America .6 schedule of applicable unit prices; and .7 statement of Additional Services included, if any. 3.2.7 The GMP and the date of Substantial Completion shall be subject to modification by changes in the Work as provided in Articles 6 and 9. 3.2.8 The GMP shall include in the Cost of the Work those taxes which are applicable at the time the GMP is established. If in accordance with the Owner's direction an exemption is claimed for taxes, the Owner agrees to indemnify, defend and hold the Contractor harmless for any liability, penalty, interest, fine, tax assessment, attorney's fees or other expense or cost incurred by the Contractor in accordance with the Owner's direction. 3.3 Construction Services 3.3.1 The Construction will commence immediately per the Letter of Intent executed on April 22,2013. 3.3.2 In order to complete the Work, the Contractor shall provide all necessary construction supervision, inspection, construction equipment, labor,materials,tools,and subcontracted items. 3.3.3 The Contractor shall give all notices and comply with all laws and ordinances legally enacted at the date of execution of the Agreement which govern the proper performance of the Work. 3.3.4 The Contractor will prepare and submit for the Owner's approval an estimated progress schedule for the Project. This schedule shall indicate the dates for the starting and completion of the various stages of the construction. It shall be revised as required by the conditions of the Work and those conditions and events which are beyond the Contractor's direct control. 3.3.5 The Contractor shall assist the Owner in securing the building permits necessary for the construction of the Project. 3.3.6 The Contractor shall take necessary precautions for the safety of its employees on the Project, and shall comply with all applicable provisions of federal, state and municipal safety laws to prevent accidents or injury to persons on, about or adjacent to the Project site. The Contractor, directly or through its Subcontractors, shall erect and properly maintain at all times, as required by the conditions and progress of the Work,necessary safeguards for the protection of workers and the public. The Contractor, however, shall not be responsible for the elimination or abatement of safety hazards created or otherwise resulting from work at the Project site carried on by the Owner or its employees, agents, separate contractors or tenants. The Owner agrees to cause its employees, agents, separate contractors and tenants to abide by and fully adhere to all applicable provisions of federal, state and municipal safety laws and regulations. The above provision shall not relieve Subcontractors of their responsibility for the safety of persons or property in the performance of their work,nor for compliance with all applicable provisions of relevant laws. 3.3.7 The Contractor shall keep such full and detailed accounts as may be necessary for proper financial management under this Agreement. The Contractor shall preserve all such records for a period of three years after the final payment or longer where required by law. 3.3.8 At all times the Contractor shall maintain the site of the Work reasonably free from debris and waste materials resulting from the Work. At the completion of the Work, the Contractor shall remove from the premises all construction equipment, tools, surplus materials, waste materials and debris for which the Contractor or its Subcontractors are responsible. AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR ©1993,Associated General Contractors of America 3.4 Hazardous Material 3.4.1 A "Hazardous Material" is any substance or material identified now or in the future as hazardous under any federal, state, or local law or regulation, or any other substance subject to statutory or regulatory requirements governing handling, disposal and/or clean-up. The Contractor shall not be obligated to commence or continue Work until any known or suspected Hazardous Material discovered at the Project site has been removed, rendered or determined to be harmless by the Owner as certified by an independent testing laboratory and approved by the appropriate government agency. 3.4.2 If after the commencement of the Work,known or suspected Hazardous Material is discovered at the Project site, the Contractor shall be entitled to immediately stop Work in the affected area, and the Contractor ,shall report the condition to the Owner. 3.4.3 The Contractor shall not be required to perform any Work relating to or in the area of known or suspected Hazardous Material without written mutual agreement. 3.4.4 The Owner shall be responsible for retaining an independent testing laboratory to determine the nature of the material encountered and whether it is a Hazardous Material requiring corrective measures and/or remedial action. Such measures shall be the sole responsibility of the Owner, and shall be performed in a manner minimizing any adverse effect upon the Work of the Contractor. The Contractor shall resume Work in the area affected by any Hazardous Material only upon written agreement between the parties after the Hazardous Material has been removed or rendered harmless. 3.4.5 If the Contractor incurs additional costs and/or is delayed due to the presence of know or suspected Hazardous Material, the Contractor shall be entitled to an equitable adjustment in the GMP and/or the date of Substantial Completion. The presence of any Hazardous Material will be considered an unknown condition as per Paragraph 9.5. 3.4.6 To the fullest extent permitted by law, the Owner shall defend, indemnify and hold harmless the Contractor, Architect/Engineer, Subcontractors and Subsubcontractors, and the agents, officers,directors and employees of each of them, from and against any and all claims, damages, losses, costs and expenses, whether direct, indirect or consequential, including but not limited to attorney's fees, costs and expenses incurred in connection with litigation or arbitration,arising out of or relating to the performance of the Work in any area affected by Hazardous Material. 3.4.7 The terms of this Paragraph 3.4 shall survive the completion of the Work under this Agreement and/or any termination of this Agreement. 3.6 Tax Exemption If in accordance with the Owner's direction an exemption is claimed for taxes,the Owner agrees to defend, indemnify and hold the Contractor harmless from any liability, penalty, interest, fine,tax assessment, attorneys fees or other expense or cost incurred by the Contractor as a result of any action taken by the Contractor in accordance with the Owner's direction. 3.7 Warranties and Completion 3.7.1 The Contractor warrants to the Owner that all materials and equipment furnished under this Agreement will be new, unless otherwise specified. Contractor further warrants that all Work will be of good quality, free from improper workmanship and defective materials and in conformance with the Drawings and Specifications. The Contractor agrees to correct all Work performed by him under this Agreement which proves to be defective in material and workmanship within a period of two years from the Date of Substantial Completion of the Work or a designated portion thereof as AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR ©1993,Associated General Contractors of America defined in Paragraph 6.2, or for such longer periods of time as may be set forth with respect to specific warranties contained in the Specifications. This warranty is expressly in lieu of all other rights and remedies at law or in equity. 3.7.2 Those products, equipment, systems or materials incorporated in the Work at the direction of or upon the specific request of the Owner shall be covered exclusively by the warranty of the manufacturer. There are no warranties which extend beyond the description on the face thereof. All other warranties expressed or implied including the warranty of merchantability and the warranty of fitness for a particular purpose are expressly disclaimed. 3.7.3 The Contractor shall collect all written warranties and equipment manuals and deliver them to the Owner. 3.7.4 With the assistance of the Owner's maintenance personnel, the Contractor shall direct the checkout of utilities and operations of systems and equipment for readiness, and assist in their initial start-up and testing. ARTICLE 4 OWNER'S RESPONSIBILITIES 4.1 Information and Services Provided by Owner 4.1.1 The Owner shall provide full information in a timely manner regarding requirements for the Project, including the Owner's Program and other relevant information. 4.1.2 The Owner shall provide: .1 all necessary information describing the physical characteristics of the site, including surveys, site evaluations, legal descriptions,existing conditions,subsurface and environmental studies,reports and investigations; .2 inspection and testing services during construction as required by law or as mutually agreed; and .3 unless otherwise provided in the Contract Documents,necessary approvals,site plan review,rezoning, easements and assessments, necessary permits, fees and charges required for the construction, use, occupancy or renovation of permanent structures, including legal and other required services. 4.1.3 The Owner shall provide reasonable evidence satisfactory to the Contractor, prior to commencing the Work and during the progress of the Work, that sufficient funds are available and committed for the entire cost of the Project, including an allowance for changes in the Work as may be approved in the course of the Work. Unless such reasonable evidence is provided,the Contractor shall not be required to commence or continue the Work. The Contractor may stop Work after five (5) days' written notice to the Owner if such evidence is not presented within a reasonable time. The failure of the Contractor to insist upon the providing of this evidence at any one time shall not be a waiver of the Owner's obligation to make payments pursuant to this.Agreement, nor shall it be a waiver of the Contractor's right to request or insist that such evidence be provided at a later date. 4.1.4 The services and information required by the above paragraphs shall be furnished with reasonable promptness at the Owner's expense and the Contractor shall be entitled to rely upon the accuracy and the completeness thereof. 4.2 Owner's Responsibilities During Design Phase The Owner shall provide the Owner's Program at the inception of the Design Phase and shall review and timely approve schedules, estimates, and Construction Documents and other information furnished by the Contractor. AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR ©1993,Associated General Contractors of America 4.3 Owner's Responsibilities During Construction Phase 4.3.1 The Owner shall review and timely approve the Schedule of the Work as set forth in Subparagraph 3.3.4. 4.3.2 If the Owner becomes aware of any error, omission or failure to meet the requirements of the Contract Documents or any fault or defect in the Work,the Owner shall give written notice to the Contractor within seven days. 4.3.3 The Owner shall communicate with the Contractor's Subcontractors, suppliers and Architect/ Engineer only through the Contractor. The Owner shall have no contractual obligations to Subcontractors, suppliers, or the Architect/Engineer. 4.3.4 The Owner shall provide insurance for the Project a provided in Article 11. 4.3.5 The Owner shall bear the costs of any bonds that may be required. 4.4 Owner's Representative The Owner shall designate a representative who shall be fully acquainted with the Project. Said representative shall have authority to bind the Owner in all matters requiring the Owner's approval, authorization or written notice, render decisions promptly, and furnish information expeditiously and in time to meet the dates set forth in regard to Subparagraph 3.3.4. If the Owner changes its representative or the representative's authority as listed above,the Owner shall notify the Contractor in advance in writing. ARTICLE 5 SUBCONTRACTS Work not performed by the Contractor with its own forces shall be performed by Subcontractors. 5.1 Subcontractors A "Subcontractor" is a person or entity who has an agreement with the Contractor to perform any portion of the Work. The term Subcontractor does not include the Architect/Engineer or any separate contractor employed by the Owner or any separate contractor's subcontractors.A "Subsubcontractor" is a person or entity who has an agreement with a Subcontractor to perform any portion of the Subcontractor's Work. 5.1.1 The Design-Builder shall summarize the bid results for each component of the Work in a spreadsheet format, including all analysis and adjustments necessary to permit a meaningful comparison among bidders. The Design- Builder shall also provide, as appropriate, comments concerning the Subcontractors and suppliers under consideration, including past performance, current workload, etc. and recommendations as to Subcontractor and supplier selection. The final selections shall be made by the Design-Builder, subject to the Owner's right to reject any Subcontractor or supplier recommended by the Design-Builder. In the event of such rejection, the Design-Builder shall select another Subcontractor or supplier acceptable to the Owner. If the substitute Subcontractor or supplier's price for the Work to be completed is higher than the price offered by the Subcontractor or supplier recommended by the Design-Builder, the Guaranteed Maximum Price shall be increased by the difference between the price offered by the originally recommended Subcontractor or supplier and the price offered by the substitute Subcontractor or supplier. 5.2 Management of Subcontractors No contractual relationship shall exist between the Owner and any Subcontractor. The Contractor shall be responsible for the management of the Subcontractors in the performance of their Work. If a contractual relationship is established between the Owner and one or more of Contractor's Subcontractors during the construction of the Project and in connection with work to be done at, in, on or in regard to the premises of the Project, the Contractor shall receive an amount equal to the proportion of the Contractor's fee to the Cost of the Work multiplied by the amount of the contract between Owner and Subcontractor directly from the Owner, which amount will not be AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR © 1993,Associated General Contractors of America credited toward the GMP. It is the Owner's duty to notify the Contractor of any such contract(s) and failure to do so will be considered a material breach of this Agreement. ARTICLE 6 CONTRACT TIME 6.1 Commencement of the Work Architecture and engineering shall commence immediately and shall proceed in general accordance with the Schedule of Work as such schedule may be amended from time to time, subject, however, to the provisions of Paragraph 4.3 and Subparagraph 4.1.3; and shall be Substantially Completed on or about four months from full release to proceed in the field. 6.2 Substantial Completion The Date of Substantial Completion of the Project or a designated portion thereof is the date when: i. Construction is sufficiently complete in accordance with the Drawings and Specifications so the Owner can occupy or utilize the Project or designated portion thereof for the use for which it is intended and; ii. a temporary occupancy permit is secured, provided however that obtaining a temporary occupancy permit shall not be a condition to Substantial Completion if the reason the Contractor is unable to obtain such permit is for causes beyond the Contractor's reasonable control. Warranties called for by this Agreement or by the Drawings and Specifications shall commence on the Date of Substantial Completion of the Project or designated portion thereof. At that time the Owner shall generate a list of the items to be completed or corrected and, together with the Contractor, shall fix the time for their completion and correction. In any case, actual occupancy of all or part of the Project is to be considered Substantial Completion of the Project or the designated portion thereof. 6.3 Delays in the Work 6.3.1 If causes beyond the Contractor's control delay the progress of the Work,then the GMP,compensation for Design Services, the Contractor's Fee and/or the date of Substantial Completion shall be equitably adjusted by Change Order. Such causes shall include but not be limited to: changes ordered in the Work, acts or omissions of the Owner or separate contractors employed by the Owner, stoppage of the Work pending dispute resolution, stoppage of the Work due to late or non-payment by the Owner, Hazardous Materials, differing site conditions, adverse weather conditions not reasonably anticipated, fire, unusual transportation delays, labor disputes, or unavoidable accidents or circumstances. 6.3.2 In the event delays to the Project are encountered for any reason,the parties agree to undertake reasonable steps to mitigate the effect of such delays. ARTICLE 7 COMPENSATION 7.1 Initial Payment Upon execution of this Agreement an initial payment of $20,000.00 shall be made to the Contractor. The amount of the initial payment shall be credited to the Owner's account at Final Payment. AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR 0 1993,Associated General Contractors of America 7.2 Design Phase Compensation 7.2.1 The cost of services performed directly by the Architect/Engineer is computed separately and is independent from the Contractor's compensation for work or services directly performed by the Contractor; these costs shall be shown as separate items on applications for payment. If an Architect/Engineer is retained by the Contractor, the payments to the Architect/Engineer shall be as detailed in a separate agreement between the Contractor and Architect/Engineer. 7.2.2 The Owner shall compensate the Contractor for services performed during the Design Phase as described in Paragraph 3.1 including preparation of a GMP as described in Paragraph 3.2 as outlined in Exhibit D. 7.2.3 Compensation for Design Services shall be equitably adjusted if such services extend beyond thirty (30) days from the date of this Agreement for reasons beyond the control of the Contractor or as provided in Paragraph 9.1. For changes in Design Services,compensation shall be adjusted on an actual cost basis. 7.2.4 Payments for Design Services shall be due and payable within ten (10) days following presentation of Contractor's monthly invoice to the Owner. If the Owner fails to pay the Contractor as agreed, then the Contractor shall have the right to stop the Work, and be entitled to payments due plus interest as provided in Subparagraphs 10.1.4 and 10.1.5. 7.3 Construction Phase Compensation 7.3.1 The Owner shall compensate the Contractor for Work performed following the commencement of the Construction Phase on the following basis: .1 the Cost of the Work as allowed in Article 8;and .2 the Contractor's Fee in the amount of 9.5% of the Cost of the Work, subject to adjustment as provided in Paragraph 7.5. The Contractor's Fee shall be paid monthly in an amount equal to the proportionate share of the fee in relation to the Cost of Work completed during that month. 7.3.2 The compensation to be paid under this Paragraph 7.3 shall be limited to the GMP as it may be adjusted under Article 9. In the event the Cost of the Work plus the Contractor's Fee shall be less than the GMP as adjusted by Change Orders, the resulting savings shall be shared by the Owner and the Contractor as follows: 80%to the Owner and 20% to the Contractor. 7.3.3 Payment for Construction Phase Services shall be as set forth in Article 10. If Design Phase Services continue to be provided after construction has commenced, the Contractor shall also continue to be compensated as provided in Paragraph 7.2, or as mutually agreed. 7.4 Contractor's Fee 7.4.1 In consideration of the performance of the Agreement, the Owner agrees to pay to the Contractor in current funds as compensation for his services a Fee as follows: The Contractor's Fee shall be equal to 9.5% of the Cost of the Work. 7.4.2 Included in the Contractor's Fee are the following: salaries or other compensation of the Contractor's employees at the principal office and branch offices; general operating expenses of the Contractor's principal and branch offices other than the field office; any part of the Contractor's capital expenses, including interest on the Contractor's capital AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR ©1993,Associated General Contractors of America i r employed for the Project; overhead or general expenses of any kind, except as may be expressly included in Article 8; and costs in excess of the Guaranteed Maximum Price. 7.5 Adjustment in the Contractor's Fee Adjustment in the Contractor's Fee shall be made as follows: .1 for changes in the Work as provided in Article 9,the Contractor's Fee shall be adjusted as follows: The adjustment in the Contractor's Fee shall be equal to 9.5%of the adjustment in the Cost of the Work_ .2 for delays in the Work not the responsibility of the Contractor, there will be an equitable adjustment in the Contractor's Fee to compensate the Contractor for increased expenses. .3 if the Contractor is placed in charge of managing the replacement of an insured or uninsured loss, the Contractor shall be paid an additional Fee in the same proportion that the Contractor's Fee bears to the estimated Cost of the Work. ARTICLE 8 COST OF THE WORK The Owner agrees to pay the Contractor for the Cost of the Work as defined in this Article. This payment shall be in addition to the Contractor's Fee stipulated in Article 7. 8.1 The Cost items are as follows: 8.1.1 Cost of all materials, supplies and equipment incorporated in the Work, including costs of inspection, testing, transportation, storage and handling. 8.1.2 Payments made by the Contractor to Subcontractors for work performed under this Agreement. 8.1.3 Cost, including transportation and maintenance of all materials, supplies,equipment,temporary facilities and hand tools not owned by the workers that are used or consumed in the performance of the Work,,less salvage value; and cost less salvage value on such items used,but not consumed that remain the property of the Contractor. 8.1.4 Rental charges of all necessary machinery and equipment, exclusive of hand tools owned by workers,used at the site of the Work, whether rented from the Contractor or others, including installation, repair and replacement, dismantling, removal, maintenance, transportation and delivery costs at rental charges consistent with those prevailing in the area. 8.1.5 Sales,use, gross,receipts or other taxes,tariffs or duties related to the Work for which the Contractor is liable. 8.1.6 Permits, fees, licenses, tests, royalties, damages for infringement of patents and/or copyrights, including costs of defending related suits for which the Contractor is not responsible as set forth in Paragraph 3.5, and deposits lost for causes other than the Contractor's negligence. 8.1.7 Losses, expenses or damages to the extent not compensated by insurance or otherwise, and the cost of corrective work during the Construction Phase and for a period of one year following the date of Substantial Completion. 8.1.8 Costs incurred due to an emergency affecting the safety of persons and/or property. 8.1.9 Intentionally deleted AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR 0 1993,Associated General Contractors of America 8.1.10 Insurance premiums associated with performance of the Work or in connection with the Project. 8.1.11 All costs directly incurred in the performance of the Work or in connection with the Project, and not included in the Contractor's Fee as set forth in Article 7, which are reasonably inferable from the Contract Documents as necessary to produce the intended results. 8.1.12 General Conditions and Supervision as outlined in the Scope of Work (Exhibit A) and monetized under a lump sum General Conditions in the Schedule of Values(Exhibit Q. 8.1.13 Architectural and engineering services as outlined in the Scope of Work(Exhibit A)and monetized under a lump sum Engineering in the Schedule of Values(Exhibit Q. 8.2 Discounts All discounts for prompt payment shall accrue to the Owner. All trade discounts, rebates and refunds, and all returns from sale of surplus materials and equipment, shall accrue to the Owner. ARTICLE 9 CHANGES IN THE PROJECT Changes in the Work which are within the general scope of this Agreement may be accomplished by Change Order without invalidating this Agreement. 9.1 Change Orders A "Change Order" is a written instrument, issued after execution of this Agreement, signed by the Owner and Contractor stating their agreement upon a change and the adjustment in the GMP, compensation for Design Services,the Contractor's Fee and/or the date of Substantial Completion. .9.2 Determination of Cost An increase or decrease in the GMP resulting from a change in the Work shall be determined by one or more of the following methods: .1 a mutually accepted, itemized lump sum; .2 unit prices set forth in this Agreement or as subsequently agreed; .3 costs determined as defined in Paragraph 7.2 and Article 8 and a mutually acceptable Contractor's Fee as determined in Subparagraph 7.5.1;or .4 if an increase or decrease cannot be agreed to as set forth in Subparagraphs 9.2.1 through 9.2.3 and the Owner issues a written order for the Contractor to proceed with the change,the cost of the change in the Work shall be determined by the reasonable expense and savings of the performance of the Work resulting from the change. If there is a net increase in the GMP, the Contractor's Fee shall be adjusted as set forth in Subparagraph 7.5.1. In case of a net decrease in the GMP,the Contractor shall maintain a documented, itemized accounting evidencing the expenses and savings. 9.3 No Obligation to Perform The Contractor shall not be obligated to perform changed Work until a Change Order has been executed by the Owner and Contractor. 9.4 Adjustment of Unit Prices If unit prices are stated in this Agreement or subsequently agreed upon, and if the quantities originally contemplated are so changed in a mutually agreed upon Change Order or as a result of several Change Orders that application of the agreed unit prices to the quantities of Work proposed will cause substantial inequity to the Owner or the Contractor,the applicable unit prices and the GMP shall be equitably adjusted. AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR © 1993,Associated General Contractors of America 9.5 Unknown Conditions Should concealed or unknown conditions encountered in the performance of the Work below the surface of the ground or should concealed or unknown conditions in an existing structure be at variance with the conditions indicated by the Drawings, Specifications, Owner-furnished information, or other information or should unknown physical conditions below the surface of the ground or should concealed or unknown conditions in an existing structure of an unusual nature, differing materially from those ordinarily encountered and generally recognized as inherent in work of the character provided for in this Agreement, be encountered, the GMP, compensation for Design Services, the Contractor's Fee, and/or the date of Substantial Completion shall be equitably adjusted by Change Order within a reasonable time after the conditions are first observed. Any such equitable adjustment will represent the effects on any and all parts of the Work under this Agreement,whether or not Changed as a result of such conditions. 9.6 Claims for Additional Cost or Time If the Contractor wishes to make a claim for an increase in the GMP, compensation for Design Services, the Contractor's Fee or an extension of the Date of Substantial Completion he shall give the Owner written notice thereof within a reasonable time after the occurrence of the event giving rise to such claim. This notice shall be given by the Contractor before proceeding to execute the Work, except in an emergency endangering life or property in which case the Contractor shall act, at his discretion, to prevent threatened damage, injury or loss. Claims arising from delay shall be made within five days after the delay. Increases based upon design and estimating costs with respect to possible changes requested by the Owner, shall be made within five days after the decision is made not to proceed with the Change. Any change in the GMP, compensation for Design Services, the Contractor's Fee and/or the date of Substantial Completion resulting from such claim shall be authorized by Change Order. 9.7 Emergencies In any emergency affecting the safety of persons and/or property, the Contractor shall act, at its discretion, to prevent threatened damage, injury or loss. Any change in the GMP, compensation for Design Services, the Contractor's Fee and/or extension of the date of Substantial Completion on account of emergency work shall be determined as provided in this Article. ARTICLE 10 PAYMENTS TO THE CONTRACTOR 10.1 Progress Payments 10.1.1 On or before the first day of each month after the Work has commenced, the Contractor shall submit to the Owner an Application for Payment consisting of the Cost of the Work performed up to the last day of the prior month, including the cost of material stored on the site or at other locations approved by the Owner, along with a proportionate share of the Contractor's Fee. The Application for Payment shall include five percent(5%) retainage to be held on all items included in the Application for Payment except Engineering, General Conditions and any payments to be made by the Contractor directly to material suppliers. The Application for Payment shall include a Schedule of Values and the value of all accepted Changes Orders to date. With each Application for Payment, the Design-Builder shall submit partial releases of lien for the preceding month and acknowledgments of payment executed by Design-Builder and Subcontractors and suppliers in the form attached hereto as Exhibit 10.1.1. The Application for Payment shall be based upon and include copies of all bills and invoices from all Subcontractors, Subsubcontractors material suppliers, and service suppliers having performed work during the period covered by said Application. Each Application for Pavment shall be numbered in sequence beginning with first Application for Payment which shall be titled Application for Payment Number One The Application for Payment form will be included as Attachment to the Agreement and the Owner and Contractor agree that the specific information required by the form will be sufficient for the respective parties to review the Applications for Payment. AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR © 1993,Associated General Contractors of America 10.1.2. The Owner's representative, the Proiect Manager, the Contractor's design engineer, and, if required, a representative from the lending institution will tour the Proiect within three (3) days after the receipt of each Application for Payment in order to review the Work being billed for and to approve the invoice If there is a dispute as to the amount billed, that dispute will be settled and quantified immediately, on site or by an independent engineer selected by mutual agreement The agreed upon and undisputed amount shall then be due as per the following Subparagraph 10.1.3. 10.1.3 Within ten(10)days after his receipt of each monthly Application for Payment,the Owner shall pay directly to the Contractor the appropriate amount for which the Application for Payment is made, less amounts previously paid by the Owner. At the Owner's election all payments made by the Owner for any items other than the Contractor's Fee, architectural and engineering fees and General Conditions shall be made in the form of checks made co-payable to the Contractor and the individual subcontractors sub-subcontractors material suppliers and service suppliers to whom payment is made The Contractor will provide the Owner with executed lien releases from the individual subcontractors, sub-subcontractors, material suppliers, and service suppliers after payment is made. 10.1.4 If the Owner fails to pay the Contractor at the time payment of any amount becomes due plus any interest due thereon then the Contractor may, at any time thereafter, upon serving written notice that the Work will be stopped within ten (10) days after receipt of the notice by the Owner, and after such ten (10) day period, stop the Work until payment of the amount owning has been received. If the Work is stopped for a period of thirty(30) days or longer, the Contractor may then exercise his right to terminate this Agreement as per Subsubparagraph 12.1.1.1. 10.1.5 Payments due but unpaid shall bear interest at the rate of five(5)percent or at the rate the Owner is paying on its construction loan plus two (2) points, whichever is higher. Any accrued interest will be due upon the next Application for Payment or upon Final Payment,at the Contractor's election. 10.1.6 The Contractor warrants and guarantees that title to all Work, materials and equipment covered by an Application for Payment, whether incorporated in the Project or not, will pass to the Owner upon receipt of such payment by the Contractor free and clear of all liens, claims, security interests or encumbrances, hereinafter referred to as "liens". 10.1.7 The Owner's progress payment,occupancy or use of the Project,whether in whole or in part, shall not be deemed an acceptance of any Work not conforming to the requirements of the Contract Documents. 10.2 Final Payment 10.2.1 Final payment constituting the unpaid balance of the Project, including accumulated retainage, shall be due and payable upon Substantial Completion as defined in section 6.2 or when the Owner occupies the Project, whichever event first occurs. If there should remain minor items to be completed, the Owner shall list such items and the Contractor shall deliver, in writing, his guarantee to complete said items or disapprove them within a reasonable time thereafter. The Owner may retain a sum equal to 150 percent of the estimated cost of completing any unfinished items in an escrow account, with the escrow agent(s) to be agreed upon by Owner and Contractor, provided that said unfinished items are listed separately and the estimated cost of completing any unfinished items is likewise listed separately. Thereafter, the Owner shall direct the escrow agent(s) to pay to the Contractor, monthly, the amount retained for incomplete items as each of said items is completed. . 10.2.2 Complete or partial occupancy by Owner before Final Payment is made and without Contractor's consent will be considered a material breach of this Agreement by the Owner. AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR 0 1993,Associated General Contractors of America 10.2.3 Before issuance of Final Payment, the Owner may request satisfactory evidence that all payrolls, materials bills and other indebtedness connected with the Project have been paid or otherwise satisfied. 10.2.4 The making of Final Payment shall constitute a waiver of all claims by the Owner except those arising from: unsettled liens; improper workmanship or defective materials appearing within two years after the Date of Substantial Completion; and terms of any special guarantees required by the Drawings and Specifications. 10.2.5 In accepting final payment, the Contractor waives all claims except those previously made and which remain unsettled pursuant to the terms of this agreement. ARTICLE 11 6 INDEMNITY,INSURANCE AND WAIVER OF SUBROGATION 11.1 Indemnity 11.1.1 To the fullest extent permitted by law,the Contractor shall defend, indemnify and hold the Owner harmless from all claims for bodily injury and property damage (other than to the Work itself and other property insured under Paragraph 11.4), including resulting loss of use that may arise from the performance of the Work, to the extent of the negligence attributed to such acts or omissions by the Contractor, Subcontractors or by anyone for whose acts any of them may be liable. The Contractor shall not be required to defend,indemnify or hold harmless the Owner for any acts, omissions or negligence of the Owner,Owner's employees,agents or separate contractors. 11.2 Contractor's Liability Insurance 11.2.1 The Contractor shall purchase and maintain insurance coverage for the following claims which may arise out of the performance of this Agreement, whether resulting from the Contractor's operations or by the operations of any Subcontractor,anyone in the employ of any of them,or by an individual or entity for whose acts they may be liable: .1 workers'compensation,disability and other employee benefit claims under acts applicable to the Work; .2 under applicable employers liability law, bodily injury, occupational sickness, disease or death claims of the Contractor's employees; .3 bodily injury, sickness,disease or death claims for damages to persons not employed by the Contractor; .4 usual personal injury liability claims for damages directly or indirectly related to the person's employment by the Contractor or for damages to any other person; .5 damage to or destruction of tangible property, including resulting loss of use, claims for property other than the Work itself and other property insured under Paragraph 11.5; .6 bodily injury, death or property damage claims resulting from motor vehicle liability in the use, maintenance or ownership of any motor vehicle,and; .7 contractual liability claims involving the Contractor's obligations under Subparagraph 11.1.1. 11.2.2 the Contractor's Commercial General and Automobile Liability Insurance as required by Subparagraph 11.2.1 shall be written for not less than the following limits of liability: AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR 0 1993,Associated General Contractors of America r .1 Commercial General Liability Insurance a. General Aggregate $ 2,000,000.00 b. Products/Completed Operations $ 1,000,000.00 c. Personal and Advertising Injury $ 1,000,000.00 V d. Each Occurrence $ 1,000,000.00 .2 Comprehensive Automobile Liability Insurance a. Combined Single Limit Bodily Injury and Property Damage $ 1,000,000.00 .3 Umbrella Policy $ 10,000,000.00 11.2.3 Commercial General LiabilityInsurance su ance may be arranged under a single policy for the full limits required or by a combination of underlying policies and an Excess or Umbrella Liability policy. 11.2.4 The policies shall contain a provision that coverage will not be canceled or not renewed until at least thirty(30) days' prior written notice has been given to the Owner. Certificates of insurance showing required coverage to be in force shall be filed with the Owner prior to commencement of the Work. 11.3 Owner's Liability Insurance The Owner shall be responsible for obtaining and maintaining its own liability insurance. Insurance for claims arising out of the performance of this Agreement may be purchased and maintained at the Owner's discretion. 11.4 Insurance to Protect Project 11.4.1 The Owner shall purchase and maintain property insurance in a form acceptable to the Contractor upon the entire Project for the full cost of replacement at the time of any loss. This insurance, with respect to the project, shall include as named insureds the Owner, Contractor, Architect/ Engineer, Subcontractors and Subsubcontractors. This insurance shall insure against loss from the perils of fire and extended coverage, and shall include "all risk" insurance for physical loss or damage including without duplication of coverage at least: theft, vandalism, malicious mischief, transit, collapse, falsework,temporary buildings, debris removal, flood,earthquake, testing, and damage resulting from defective design, workmanship or material. The Owner shall increase limits of coverage, if necessary, to reflect estimated replacement cost. The Owner shall be responsible for any co-insurance penalties or deductibles. If the Project covers an addition to or is adjacent to an existing building, the Contractor, A/E, Subcontractors and Subsubcontractors shall be named as additional insureds under the Owner's Property insurance covering such building and its contents. 11.4.2 If the Owner occupies or uses a portion or portions of the Project prior to completion thereof, such occupancy or use shall not commence prior to a time mutually agreed to by the Owner and the Contractor and to which the insurance company or companies providing the property insurance have consented by endorsing the policy or policies. This insurance shall not be canceled or lapsed on account of partial occupancy. Consent of the Contractor to such early occupancy or use shall not be unreasonably withheld. However, the Contractor may withhold consent until Final Payment is made for the portion(s)occupied as per Paragraph 10.2.2 of this Agreement. 11.4.3 The Owner shall purchase and maintain boiler and machinery insurance as necessary. The interest of the Owner, Contractor,A/E, Subcontractors and Subsubcontractors shall be protected under this coverage. AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR ©1993,Associated General Contractors of America 11.4.5 Upon the Contractor's request, the Owner shall provide the Contractor with a copy of all policies before an exposure to loss may occur. Copies of any subsequent endorsements shall be furnished to the Contractor. The Contractor shall be given thirty (30) days' notice of cancellation, non-renewal, or any endorsements restricting or reducing coverage. The Owner shall give written notice to the Contractor before commencement of the Work if the Owner will not be obtaining property insurance. In that case,the Contractor may obtain insurance in order to protect its interest in the Work as well as the interest of Architect/Engineer, Subcontractors and Subsubcontractors in the Work. The cost of this insurance shall be a Cost of the Work pursuant to Article 8, and the GMP shall be increased by Change Order. If the Contractor is damaged by failure of the Owner to purchase or maintain property insurance or to so notify the Contractor,the Owner shall bear all reasonable costs incurred by the Contractor arising from the damage. 11.5 Property Insurance Loss Adjustment 11.5.1 Any insured loss shall be adjusted with the Owner and made payable to the Owner as trustees for the insureds, as their interests may appear,subject to any applicable mortgagee clause. 11.5.2 Upon the occurrence of an insured loss, monies received will be deposited in a separate account and the Owner shall make distribution in accordance with the agreement of the parties in interest, or in the absence of such agreement, in accordance with an arbitration award pursuant to Article 13. 11.6 Waiver of Subrogation 11.6.1 The Owner and Contractor waive all rights against each other,the Architect/Engineer, and any of their respective employees,agents,consultants,subcontractors and subsubcontractors for damages caused by risks covered by insurance provided in Paragraph 11.4 to the extent they are covered by that insurance, except such rights as they may have to the proceeds of such insurance held by the Owner and Contractor as trustees. The Contractor shall require similar waivers from all Subcontractors. 11.6.2 The Owner and Contractor waive all rights against each other and the Architect/Engineer, Subcontractors and Subsubcontractors for loss or damage to any equipment used in connection with the Project which loss is covered by any property insurance. The Contractor shall require similar waivers from all Subcontractors. 11.6.3 The Owner waives subrogation against the Contractor, Architect/Engineer, Subcontractors and Subsubcontractors on all property and consequential loss policies carried by the Owner on adjacent properties and under property and consequential loss policies purchased for the Project after its completion. 11.6.4 If the policies of insurance referred to in this Paragraph require an endorsement to provide for continued coverage where there is a waiver of subrogation,the owners of such policies will cause them to be so endorsed. ARTICLE 12 TERMINATION OF THE AGREEMENT AND OWNER'S RIGHT TO PERFORM CONTRACTOR'S RESPONSIBILITIES 12.1 Termination by the Contractor 12.1.1 Upon ten (10) days' written notice to the Owner, the Contractor may terminate this Agreement for any of the following reasons: AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR © 1993,Associated General Contractors of America .1 If the Project is stopped for a period of thirty (30)days under an order of any court or other public authority having jurisdiction, or as a result of an act of government, such as a declaration of a national emergency making materials unavailable,through no act or fault of the Contractor or if the Project should be stopped for a period of thirty(30)days by the Contractor for the Owner's failure to make payment thereon or for delays caused by the presence of Hazardous Material as defined in Paragraph 3.4, .2 if the Work is suspended by the Owner for any reason for a period of sixty(60)days; .3 if the Owner materially delays the Contractor in the performance of the Work; .4 if the Owner otherwise materially breaches this Agreement; .5 if the Owner fails to furnish reasonable evidence that sufficient funds are available and committed for the entire cost of the Project in accordance with Subparagraph 4.1.3 of this Agreement; or .6 if the Owner is adjudged bankrupt,or if he makes a general assignment for the benefit of his creditors,or if a receiver is appointed on account of his insolvency, or if he persistently disregards laws, ordinances, rules, regulations or orders of any public authority having jurisdiction. 12.1.2 Upon termination by the Contractor in accordance with Subparagraph 12.1.1, the Contractor shall be entitled to recover from the Owner payment for all Work executed and for any proven loss,cost or expense in connection with the Work, plus all demobilization costs and reasonable damages. In addition, the Contractor shall be paid an amount calculated as set forth either in Subparagraph 12.3.1 or 12.3.2, depending on when the termination occurs, and Subparagraphs 12.3.3 and 12.3.4. 12.2 Owner's Right to Perform Contractor's Obligations and Termination by the Owner for Cause 12.2.1 If the Contractor fails in any material way to perform any of its obligations under this Agreement, the Owner may, after fifteen (15) days' written notice, during which period the Contractor fails to perform such obligation, undertake to perform such obligations with good faith and fair dealing. The GMP shall be reduced by the cost to the Owner of performing such obligations. 12.2.2 If the Contractor is adjudged bankrupt,or if he makes a general assignment for the benefit of his creditors, or if a receiver is appointed on account of his insolvency,or if he persistently or repeatedly refuses or fails,except in cases for which extension of time is provided, to supply enough properly skilled workmen or proper materials, or if he fails to make proper and timely payment to Subcontractors or for materials or labor, or persistently disregards laws,ordinances, rules,regulations or orders of any public authority having jurisdiction,or otherwise is guilty of a substantial violation of a provision of this Agreement, then the Owner may, without prejudice to any right or remedy and after giving the Contractor and his surety, if any, fifteen (15) days'written notice, during which period the Contractor fails to cure the violation,terminate the employment of the Contractor and take possession of the site and of all materials and may finish the Work by whatever reasonable method he may deem expedient. In such case, the Contractor shall not be entitled to receive any further payment until the Work is finished. 12.2.3 In the event the Owner exercises its rights under Subparagraph 12.2.1 or 12.2.2, upon the request of the Contractor the Owner shall provide a detailed accounting of the cost incurred by the Owner. 12.3 Termination by Owner Without Cause If the Owner terminates this Agreement other than as set forth in Paragraph 12.2, the Owner shall pay the Contractor for all Work executed and for any proven loss, cost or expense in connection with the Work,plus all demobilization costs. In addition,the Contractor shall be paid an amount calculated as set forth below: AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR © 1993,Associated General Contractors of America i .1 If the Owner terminates this Agreement prior to commencement of Construction, the Contractor shall be paid the balance of the Contractor's Design Services compensation as set forth in the Schedule of Values, and 25% of the Contractor's Fee as set forth in Clause 7.3.1.2. .2 If the Owner terminates this Agreement after commencement of the Construction Phase,the Contractor shall be paid the balance of the Contractor's Design Services compensation as set forth in the Schedule of Values and 75% of the Contractor's Fee as set forth in Clause 7.3.1.2. .3 In either event, the initial payment as provided in Paragraph 7.1 shall be credited to the Owner's account at the time of termination. .4 The Owner shall also pay to the Contractor fair compensation, either by purchase or rental at the election of the Contractor, for any equipment retained. The Owner shall assume and become liable for obligations, commitments and unsettled claims that the Contractor has previously undertaken or incurred in good faith in connection with the Work or as a result of the termination of this Agreement. ARTICLE 13 DISPUTE RESOLUTION If a dispute arises out of or relates to this Agreement or its breach, the parties shall endeavor to settle the dispute first through direct discussions. 13.1 Agreement to Arbitrate All claims, disputes and matters in question arising out of, or relating to this Agreement or the breach thereof, except for claims which have been waived by the making or acceptance of final payment,and the claims described in Article 13.7, shall be decided by arbitration in accordance with the Massachusetts Arbitration Act and the Construction Industry Arbitration Rules of the American Arbitration Association then in effect unless the parties mutually agree otherwise. This agreement to arbitrate shall be specifically enforceable under the prevailing arbitration law. 13.2 Notice of Demand Notice of the demand for arbitration shall be filed in writing with the other party to this Agreement and with the American Arbitration Association. The demand for arbitration shall be made within a reasonable time after written notice of the claim, dispute or other matter in question has been given, and in no event shall it be made after the date of final acceptance of the Work by the Owner or when institution of legal or equitable proceedings based on such claim, dispute or other matter in question would be barred by the applicable statute of limitations, whichever shall first occur. The location of the arbitration proceedings shall be the city of the Contractor's headquarters. 13.3 Award The award rendered by the arbitrator(s) shall be final and judgment may be entered upon it in accordance with applicable law in any court having jurisdiction. 13.4 Work Continuation and Payment Unless otherwise agreed in writing, the Contractor may cease S g, s the Work . Y pending arbitration, but, if the Contractor does not cease the Work, the Owner shall continue to make payments in accordance with this Agreement. 13.5 No Limitation of Rights or Remedies Nothing in this Article shall limit any rights or remedies not expressly waived by the Contractor which the Contractor may have under lien laws or payment bonds. AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR ©1993,Associated General Contractors of America 13.6 Same Arbitrators To the maximum extent permitted by law, all claims which are related to or P dependent upon P each other, shall be heard by the same arbitrator or arbitrators even though the parties are not the same. 13.7 Exceptions This agreement to arbitrate shall not apply to any claim of contribution or indemnity asserted by one party to this Agreement against the other party and arising out of any action brought in a state or federal court or in arbitration by a person who is under no obligation to arbitrate the subject matter of such action with either of the parties hereto. In any dispute arising over the application of this Paragraph 13.7, the question of arbitrability shall be decided by the appropriate court and not by arbitration. i 13.8 Multiparty Proceeding The parties agree that all parties necessary to resolve a claim shall be parties to the same arbitration proceeding. Appropriate provisions shall be included in all other contracts relating to the Work to provide for the consolidation of arbitrations. ARTICLE 14 MISCELLANEOUS PROVISIONS 14.1 Assignment Neither the Owner nor the Contractor shall assign their interest in this Agreement without the written consent of the other except as to the assignment of proceeds. 14.2 Governing Law This Agreement shall be governed by the laws of the Commonwealth of Massachusetts.. 14.3 Severability The partial or complete invalidity of any one or more provisions of this Agreement shall not affect the validity or continuing force and effect of any other provision. 14.4 No Waiver of Performance The failure of either party to insist in any one or more instances, on the performance of any of the terms,covenants or conditions of this Agreement, or to exercise any of its rights, shall not be construed as a waiver or relinquishment of such term,covenant,condition or right with respect to further performance. 14.5 Titles The titles given to the Articles and Paragraphs of this Agreement are for ease of reference only and shall not be relied upon or cited for any other purpose. 14.6 Other Provisions ARTICLE 15 EXISTING CONTRACT DOCUMENTS The Contract Documents in existence at the time of execution of this Agreement are as follows: Exhibit A(Scope of Work dated May 6, 2013) Exhibit B(CMC Drawing PA 1.0 dated May 6,2013) Exhibit C(Schedule of Values dated May 6,2013) Exhibit D(Letter of Intent dated April 22,2013) AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR 0 1993,Associated General Contractors of America e i OWNER: Bake'n Joy,Inc. BY: PRINT NAME: PRINT TITLE: DATE: ATTEST: CONTRACTOR: CMC Design Build,Inc. BY: PRINT NAME:Nathan Larose PRINT TITLE: Director of Project Development DATE: ATTEST: AGC DOCUMENT NO 410• STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR © 1993,Associated General Contractors of America Y C OWNER:Bake' y_ e. BY: �Q PRINT NAME: r-- PRINT TITLE: DATE; 1 Zoe ATTEST:.b CONTRACTO C e gn uild,Inc. BY: rr' PRINT NAME:.Nathan Larose A PRINT TITLE:Director.:of Project Development DATE: ATTEST: AGC DOCUMENT NO 410•STANDARD FORM OF DESIGN-BUILD AGREEMENT AND GENERAL CONDITIONS BETWEEN OWNER AND CONTRACTOR Q 1993,Associated General Contractors of America CONFIDENTIAL BAKE'N JOY OFFICE EXPANSION SCHEDULE OF VALUES Exhibit C Bake 'N Joy Office Expansion Schedule of Values Foundations 9,106 Slabs 47,420 Steel/Misc. Iron 99,600 Siding 5,000 Roof 4,000 Masonry 20,800 Carpentry 48,600 Dry Wall 78,370 Doors & Windows 77,100 Finishes 103,613 Plumbing 59,320 Sprinkler 24,000 HVAC 125,500 Electric 100,100 Cost of Work $ 802,529 Check amount due: $9,630 CMC Design Build, Inc. May 29, 2013 Initial Construction Control Document lag To be submitted with the building permit application by a Registered Design Professional for work per the 8th edition of the w '`r Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Bake N, Joy Date: 6/21/13 Property Address: 351 Willow Street South, North Andover MA Project: Check one or both as applicable: X New construction ❑ Existing Construction Project description: Structural design of new elevator shaft & second floor office expansion. I Stacy R. Flood MA Registration Number: 42868 Expiration date: 6/30/14 , am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: [ ] Entire Project [ ] Architectural [X] Structural [ ] Mechanical [ ] Fire Protection [ ] Electrical [ ] Other for the above named project and that such plans, computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee)shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept,shop drawings,samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, 1 shall submit field/progress reports(see item 3.)together with pertinent comments,in a form acceptable to the building official. Upon completion of the work, I shall submit to the a `Final Construction Control Document'. 1A 4f 01A WT Enter in the space to the right a"wet"or c electronic signature and seal: .42 a y Cl RAL o ��p Phonenumber: (978) 562-6499 mail: srflood@verizon.net Building Official Use Only Building Official Name: Permit No.: Date: Trial Version 10 09 2012 Initial Construction Control Document „I W To be submitted with the building permit application by a a Registered Design Professional ' h for work per the 8 tedition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Bake'n Joy Office Renovations Date: 06.21.13 Property Address: 351 Willow Street South,North andover,MA 01845 Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: Interior office renovation to the existing facility. Fit-up of an existing pre-permitted office mezzanine. I Mark A. Carnicelli MA Registration Number: 9156 Expiration date: 08.31.13 , am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Entire Project X Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that such plans,computations and specifications meet the applicable provisions of the Massachusetts State Building Code,(780 CMR), and accepted engineering practices for the proposed project. I understand and agree that I(or my designee) shall perform the necessary professional services and be present on the construction site on a regular and periodic basis to: 1. Review, for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to determine if the work is being performed in a manner consistent with the approved construction documents and this code. When required by the building official, I shall submit field/progress reports(see item 3.)together with pertinent comments, in a form acceptable to the building official. Upon completion of the work,I shall submit to the building official a `Final Construction Control Document'. Enter in the space to the right a"wet”or electronic signature and seal: Q A Phone number: 617.328.7899 x219 Email: mcarnicelli@cmcdesign-build.com 1110E 21 JUN r3 Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Trial Version 10 09 2012 Town of North Andover Construction Control Affidavit Project Number: Project Title: Bake N Joy Project Location: 351 Willow Street Name of Building Nature of Project: Office Renovations In accordance with Section 116.0 Registered Architectural and Professional Engineering Services-Construction Control of the Massachusetts State Building Code,I.Richard D Cummings Jr.. Registration No. 49023 being a Registered Professional Engineer,HEREBY CERTIFY that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: Entire Project Architectural_ Structural Mechanical Fire Protection Electrical Other(specify) Plumbing FOR THE ABOVE-NAMED PROJECT AND THAT SUCH PLANS,COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISIONS OF THE 780 CMR MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRACTICES AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND BE PRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.2.2 1. Review,for conformance to the design concept,shop drawings,samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. ,�N(F i .... 'ew and approval of the quality control procedures for all code-required controlled materials. s Ricii ;p ent at intervals appropriate to the state of construction to become,generally familiar with the o cllt4t+A I Jor and quality of the work and to determine,in general,if the work is being performed in a PlL.49 123 consistent with the construction documents. O ` • 'r;,1. SECTION 116.4,1 SHALL PERIODICALLY SUBMIT A PROGRESS REPORT,TOGETHER WITH P RTINENT COMMENTS,TO THE North Andover BUILDING INSPECTOR. UPON COMPLETION OF THE WORK,I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE P JECT FOR OCCUPANCY. 1 June 19 2013 Signature and Stamp SUBSCRIBED AND SWORN TO BEFORE ME THIS 19`s DAY OF June.2013 i n � b-Ag MY COMMISSION EXPIRES August 10,2018 NOTARY PUBLIC 1 1 OFFICE OF BUILDING INSPECTOR TOWN OF NORTH ANDOVER � CONSTRUCTION CONTROL tYyr•.. _.•' . PROJECT NUMBER: PROJECT TITLE: PROJECT LOCATION: d 6t wtLLo w S7x&Qr7- Soar/ NAME OF BUILDING: �/� Y NATURE OF PROJECT: .5,1,&AlKG7eS 70 46f6011004)Ar& !S/Ed✓ G'�/G/,tJ�r Li4-vOvrS IN ACCORDA CE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, Ayxi- srew8EiC'Ci'� REGISTRATION NO._ BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT • ARCHITECTURAL • STRUCTURAL • MECHANICAL • FIRE PROTECTION ELECTRICAL • OTHER(SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review, for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. 2. Review and approval of the quality control procedures for all code-required controlled materials. 2 3. Be present at intervals appropriate to the stage of construction to become, generally familiar <0``�� i1 Cf per"'�r,, with6the progress and quality of the work and to determine, in general, if the work is being `,.�� ;' , , performed in a manner consistent with the construction documents. KU `�`�o� ' a� PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECT G� UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. 44— SIGNATURE SUBSCRIBED AND SWORM TO BEFORE ME THIS DAY OF c 20_L " NOTAR>PUBLIC MY COMMISSION EXPIRES -1 OFFICE OF BUILDING INSPECTOR I TOWN OF NORTH ANDOVER CONSTRUCTION CONTROL PROJECT NUMBER: F.S.S.G. # : 1 - SUI - 13829 PROJECT TITLE: BAKE-N-JOY PROJECT LOCATION: 351 WILLOW STREET SOUTH NAME OF BUILDING: BAKE -N -JOY NATURE OF PROJECT: INSTALLATION OF A FM-200 CLEAN AGENT FIRE.SUPPRESSION SYSTEM IN ADDITION TO A Z-10 AGENT RELEASING CONTROL PANEL IN THE SERVER ROOM. IN ACCORDANCE WITH ARTICLE 116 OF THE MASSACHUSETTS STATE BUILDING CODE, I, KURT STENBERG REGISTRATION NO. 41131 BEING A REGISTERED PROFESSIONAL ENGINEER/ARCHITECH HEREBY CERTIFY THAT I HAVE PREPARED OR DIRECTLY SUPERVISED THE PREPARATION OF ALL DESIGN PLANS, COMPUTATIONS AND SPECIFICATIONS CONCERNING: ENTIRE PROJECT • ARCHITECTURAL • STRUCTURAL • MECHANICAL • FIRE PROTECTION • ELECTRICAL • OTHER(SPECIFY) FOR THE ABOVE NAMED PROJECT AND THAT,TO THE BEST OF MY KNOWLEGE, SUCH PLANS, COMPUTATIONS AND SPECIFICATIONS MEET THE APPLICABLE PROVISION OF THE MASSACHUSETTS STATE BUILDING CODE,ALL ACCEPTABLE ENGINEERING PRATICES. AND APPLICABLE LAWS AND ORDINANCES FOR THE PROPOSED USE AND OCCUPANCY. I FURTHER CERTIFY THAT I SHALL PERFORM THE NECESSARY PROFESSIONAL SERVICES AND B EPRESENT ON THE CONSTRUCTION SITE ON A REGULAR AND PERIODIC BASIS TO DETERMINE THAT THE WORK IS PROCEEEDING IN ACCORDANCE WITH THE DOCUMENTS APPROVED FOR THE BUILDING PERMIT AND SHALL BE RESPONSIBLE FOR THE FOLLOWING AS SPECIFIED IN SECTION 116.0 1. Review,for conformance to the design concept, shop drawings, samples and other submittals which are submitted by the contractor in accordance with the requirements of the construction documents. OF t4ft9''°.r� 2. Review and approval of the quality control procedures for all code-required controlled mate�.ibg KURT 3. Be resent at intervals appropriate to the sta a of construction to become,generally familia! -r S P9 9 Y _ � - with6the progress and quality of the work and to determine, in general, if the work is being performed in a manner consistent with the construction documents. \ PURSUANT TO SECTION 116.2 .2 1 SHALL SUBMIT WEEKLY , A PROGRESS REPORT � TOGETHER WITH PERTINENT COMMENTS TO THE NORTH ANDOVER BUILDING INSPECTOF�° *` UPON COMPLETION OF THE WORK, I SHALL SUBMIT A FINAL REPORT AS TO THE SATISFACTORY COMPLETION AND READINESS OF THE PROJECT FOR OCCUPANCY. SIGNATURE SUBSCRIBED AND SWORM TO BEFORE ME THIS DAY OF 20 NQ16RY 3UBLIC MY COMMISSION EXPIRES 1 µaerH TOWN OF NORTH ANDOVER OFFICE OF BUILDING DEPARTMENT na 400 Osgood Street y North Andover Massachusetts 01845 �SSACHU D.Robert Nicetta, Telephone(978)688-95454 Building Commissioner Fax (978)688-9542 CONTROL CONSTRUCTION- SECTION 116.0 M.S.B.C. CERTIFICATE OF ENGINEERING/ARCHITECTURE BULDING INSPECTOR TOWN OF NORTH ANDOVER 400 OSGOOD STREET NORTH ANDOVER MA 01845 1, Robert K. Kelley Jr. HEREBY CERTIFY THAT THE BUILDING CONSTRUCTED AT 351 Willow Street South DOES CONFORM IN ALL RESPECTS TO THE MASSACHUSETTS STATE BUI CODE AND APPLICABLE FEDERAL REGULATIONS FOR THE FOLLOWI ����H oFr�gs s9 �O RDQERT K nG KECIEY n Cn U r`jECHANt m - ANO 454 ,'._ AUTHORIZED SIGNATURE: ocF�O r oimL DATE: 6/20/2013 REGISTRATION: 45413 NOTE: ENGINEER"WET STAMP" MUST BE AFFIXED TO THIS FORM spix C/- � ELIZABETH L.YAMARTINO = Notary Public Control Construction Fonn revised 11.15.2004 % '•\ Massachusetts Commission Expires Oct 3,2019 ti a� BOARD OF APPEALS 688-9541 C'ONSBRVA'TI()N 683-9530 IR AI.,111 688-9540 PLANNING 688-9535 4 FSSGFIRE SUPPRESSION SYSTEMS GROUP PREVENT . PROTECT. PRESERVE . Bake n' Joy 351 Willow Street South North Andover, Ma. 01845 Date: 6/21/2012 Fire Protection Sprinkler System Product Submittal 70 Bacon Street Pawtucket,Rl 02860 Tel: 800.966.0000 Fax:401.365.1131 www.firesuppression.com 4 4 0 FSSG FIRE SUPPRESSION SYSTEMS GROUP PREVENT . PROTECT . PRESERVE . Bake `n Joy 351 Willow Street South North Andover, Ma. 01845 Section I Pipe and Fittings Allied Schedule 40 Steel Black Pipe Anvil Cast Iron Threaded Fittings Grinnell G-Fire Figure 40-5 Strap Section III Sprinkler Heads: Tyco TY-FRB Recessed Pendent, Chrome, QR, 5,6K, 155°, TY3231 Tyco Sprinkler Cabinet 70 Bacon Street Pawtucket,R1 02860 Tel: 800.966.0000 Fax:401.365.1131 www.firesuppression.com fl Section I Pipe and Fittings Stamp Here Sehedule-10/Schedule-40 Submittal Data Sheet Fully Listed and FM Approved Sprinkler Pipe Sch-40 Specifications NPS Nominal I.D. Wt. Wt.(H20 Filled) CRR When you specify Schedule-10/Schedule-40 sprinkler pipe from Allied Tube&Conduit,you In;mm In;mm Lbs/Ft;kg/m lbs/Ft;kg/m - get UL listed and FM approved products.Although these products do not require separate 1" 1.049 1.680 2.05 1 approvals,Schedule-10/Schedule-40 gives you the extra quality assurance you demand. 25 26.6 2.5 3.05 - Our Sch-10(1-1/4"-8")pipe and Sch-40(1"-2-1/2")pipe have passed the same 11/4 1.380 2.270 2.93 1 thorough lab testing as our other listed pipe products,and receive periodic mill inspections 32 35.1 4.36 1 4.36 - from both UL and FM agents to ensure consistent quality. 11/2" 1.610 2.720 3.61 1 40 40.9 4.0 5.37 - Galvanized Pipe Schedule-10/Schedule-40 product can be"hot-dip"galvanized 2- 2.067 3.650 5.13 1 to meet FM requirements. 56 52.5 5.4 7.63 - 21/7" 2.469 5.790 7.86 1 Superior Coating Our advanced formula mill coating offers a clean,durable 65 62.7 8.6 11.73 - surface that is also paintready for custom color applications without special preparation. Sch-10 Specifications American Made Able to meet"Buy American" requirements,and is available NPs Nominal I.D. Wt. Wt.(H20 Filled) CRR through distributors in the USA,Canada,Mexico and Latin America. In;mm In;mm Lbs/Ft;kg/m Lbs/Ft;kg/m - 11/4" 1.442 1.810 2.525 7.0955 Specifications & Approvals Schedule-10/Schedule-40 pipe are in compliance 32 36.6 2.7 3.75 - with the following:ASTM A135,Type E Grade A,and NFPA 13.Both pipe products have a 11/:" 1.682 2.080 3.04 5.6570 working pressure rating of 300 psi maximum and also meet the stringent requirement for 40 42.7 3.1 4.52 - the following tests:Welded Outlets, Hydrostatic Pressure,Side Wall Rupture,Vibration Test. 2" 2.157 2.640 4.22 4.5827 50 54.8 3.9 6.28 - 2'1/2 2.635 3.530 5.89 3.5196 65 66.9 5.3 8.77 - 3" 3.260 4.330 7.94 2.5550 75 82.8 6.4 11.82 - 4- 4.260 5.610 11.78 1.6020 100 108.2 8.3 17.53 - 5" 5.295 7.77 17.33 1.4874 125 134.5 11.56 25.80 - 6" 6.357 9.290 23.03 1.0251 150 161.5 13.8 34.27 - 8" 8.249 16.490 40.15 1.8365 200 209.5 24.5 59.75 - �L C APPROVED Project: Sprinkler Contractor: Date: Engineer: Specification Reference: System Type: Locations: Comments: 9®alhed Customer Service(800)882-5543 Fax: (800) 659-7730 www.alliedtube-sprinkler.com •16100 S Lathrop Ave. •11350 Norcom Rd. •2525 N 27th Ave. •600 Dean Sievers Place TUBE&CONDUIT° Harvey,IL 60426 Philadelphia,PA 19154 Phoenix,AZ 85009 Morrisville,PA 19067 02008-.10 Tyco Int.,All Rights Reserved,STP-S5-4-NON-1003 SII i • . A—A w Later Fire Products Poison of MriF Intonational Pressure - Temperature Ratings O fM O APPROVED For LIe11ntUApproveI Details and Limitations visit our Web Site www.envlr7nrl.cum or contact an Anvll'4nvilSlarr1 Sales Representative. ,r' i dMIL ,i } CAST 11RON THREADED3r.,M PRESSURE - TEMPERATURE RATIPJGS Pressure Temperalvrs (less 125 doss 250 •20°to ISO, 175 400 •28.9°to 65.6` 12.1 216 200° lbs 370 93.9' 11.4 25.5 250° 150 340 121.Ic 10-3 23.4 300° 140 310 148.9' 9.7 2L4 350° 125 300 176.71 8.6 20.7 400° — 250 17.1 MATERIAL SPECIFI Anvil standard and extra heavy cast iron threaded Anvil standard and extra heavy fittings in this section, fittings are manufactured in accordance with ASME- sizes '/4 NPS - i 2NPS (8 • 300 DN), are included in B16.4 (except plugs and bushings, ASME B16.14). the "list of Inspected Fire Protection Equipment and Materials" issued by the Underwriters laboratories, Inc. NATE:See the Technical Data section for pressure-WmForolure ralin9s. See Anvil%r Wob site for the mosl cvrreisl lislinqoncl ai,IiroYais. Anvil Cast&Malleable Iron Fittings www.anvilstar.cotn IM =i1R1 � ' I 800-381-9312 Technical Services +1-401-781-8220 www.tyco-fire.comCO GRINNELL G-FIRE Figure 40-5 Strap (Pipe Outlet) General Technical Description Data The Figure 40-5 Strap is an economi- Approvals cal alternative to welded pipe outlets UL, FM, ULC,and VdS ,° on steel pipe. The Figure 40-5 Strap can be used with full lengths of pipe Refer the Fire Protection Submittal TFP1 and eliminates threading and welding, Sheet for exact listing and decreasing waste and installation time. approval information.ation. The Figure 40-5 Strap can be used in Maximum Working Pressure wet,dry pipe,and deluge systems. 175 psi(12,1 bar) i Housing Ductile iron conforming to ASTM The Figure 40-5 Strap described here- A536,Grade 65-45-12 ~ 4 in must be installed and maintained in Protective Coatings compliance with this document, and Clear rust inhibitive coating with the applicable standards of the National Fire Protection Association, Bolts/Nuts in addition to the standards of any au- ANSI thorities having jurisdiction. Failure to The U-bolt is made from carbon do so may impair the performance of steel conforming to ASTM A 307 this device. Grade A and zinc-electroplated con- Owners are responsible for maintaining forming to ASTM B 633. their fire protection system and devices The flange nuts are made from Gar- in proper operating condition. The in- bon steel conforming to ASTM A 563 stalling contractor or sprinkler manu- Grade A,and zinc electroplated per facturer should be contacted with any ASTM B 633. questions. • Metric The gold colored carbon steel U- bolt conforms to ASTM F68 Class 4.8 and zinc electroplated per ASTM B 633. The gold colored flange nuts are carbon steel conforming to ASTM A-563M Class 9, and zinc electro- plated per ASTM B 633. • Stainless Steel U-Bolts and Nuts are available upon request. Gasket Grade"E"EPDM Green color code Refer to data sheet TFP1895 for ad- ditional gasket information. Page 1 of 4 SEPTEMBER 2011 TFP1720 i e TFP1720 Page 2 of 4 � C 1 Item Description 2 1 Housing A 2 Flanged Nut B 3 Gasket 4 4 U-Bolt FIGURE 40-5 STRAP 3 D Nominal ODOutlet Nominal Dimensions . . Run Size Inches(mm) Approx. ANSI Inches Inches Size Weight DN (mm) NPT A B C D Lbs.(kg) 1/2 2.00 1.50 3.50 1.20 0.84 (50,8) (38,1) (88,90) (30,5) (0,4) 1-1/4 1.660 3/4 2.00 1.50 3.50 1.20 0.88 DN32 (42,2) (50,8) (38,1) (88,90) (30,5) (0,4) 1 2.31 1.68 3.50 1.20 1.13 (58,7) (42,7) (88,90) (30,5) (0,5) 1/2 2.12 1.62 3.50 1.32 0.84 (53,8) (41,1) (88,90) (33,5) (0,4) 1-1/2 1.900 3/4 2.12 1.62 3.50 1.32 0.88 DN40 (48,3) (53,8) (41,1) (88,90) (33,5) (0,4) 1 2.43 1.80 3.50 1.32 1.13 (61,7) (45,7) (88,90) (33,5) (0,5) 1/2 2.36 1.86 3.74 1.55 0.88 (59,9) (47,2) (95,0) (39,4) (0,4) 2 2.375 3/4 2.36 1.86 3.74 1.55 0.95 DN50 (60,3) (59,9) (47,2) (95,0) (39,4) (0,4) 1 2.67 2.04 3.74 1.55 1.16 (67,8) (51,8) (95,0) (39,4) (0,5) 1/2 2.61 2.11 4.25 1.80 0.90 (66,3) (53,6) (108,0) (45,7) (0,4) 2-1/2 2.875 2.61 2.11 4.25 1.80 0.99 DN65 (73,0) 3/4 (66,3) (53,6) (108,0) (45,7) (0,5) 1 2.92 2.29 4.25 1.80 1.21 (74,2) (58,2) (108,0) (45,7) (0,5) Outlet Hole Size is 1-3/16 inch(30,2 mm). Outlet threads conforming to ISO 7-1 are available.Contact Tyco Fire Suppression&Building Products. FIGURE 1 FIGURE 40-5 STRAP(PIPE OUTLET) NOMINAL DIMENSIONS l O TFP1720 Page 3 of 4 Installation / Installation Verify that the gasket grade is correct Assembly for the application intended. Refer to data sheet TFP1895 for additional gas- Instructions ket information. 1. Check forro er gasket position- ing, ® in housing.Gaket lubrication is • not required on this product for wet # Always read and understand the in- systems. For dry pipe or and freez- structions. Never remove any piping er applications a petroleum free sili- component without verifying that the cone lubricant is recommended. system is depressurized and drained. 2. To assemble the strap on the pipe, remove the"U"bolt. Place the out- Pipe Preparation let housing over the hole in the pipe. 1. The hole size for all Figure 40-5 Verify that the housing spike is po- Straps shall be 1-3/16 Inches(30,2 sitioned in the hole. mm). 3. Insert the"U"bolt into the coupling 2. Drill the hole on the pipe center-line. and rotate the nuts clockwise until 3. Remove any sharp or rough edges finger tight. from the hole or upper housing con- 4. Alternate between bolts when tight- tact area.Examine the gasket seat- ening nuts until properly torqued. in surface on the pipe to verifyall loose debris, dirt, hips, paint nd any other foreign material such as • " grease are removed. Over-torqueing can damage thin wall pipe and will not increase sealing ef- ficiency. For proper bolt torques,refer to the table below. Fitting Size Equivalent Ft.Length Pipe Bolt Torque Range ANSI Inches (1 inch Sch.40 pipe) Schedule Ft.-Lbs./(Nm) 1-1/4 x 1 8 Schedule 5 15-20 1-1/2 x 1 (20-27) 2 x 1 6 Schedule 10 25-30 (34-41) 2-1/2 x 1 4 Schedule 40 25-30 (34-41) Hazen Williams coefficient=120 The 1 inch outlets can be used TABLE B with a nipple leading directly to a FIGURE 40-5 BOLT TORQUE sprinkler.These fittings should be SPECIFICATIONS ' used for hydraulically calculated systems only. r TABLE A FIGURE 40-5 FRICTION LOSS P,. •.. is kW—W4- .fit f1 - •.,3.' "tsY a Q TFP1720 Page 4 of 4 Care and Limited Ordering Maintenance Warranty Procedure Products manufactured by Tyco Fire GRINNELL Products are available glob- CEM Products (TFPP) are war- ally through a network of distribution Before closing a fire protection system ranted solely to the original Buyer for centers. For the nearest distributor,vis- main control valve for maintenance ten (10)years against defects in ma- it www.grinnell.com.When placing an work on the fire protection system that terial and workmanship when paid for order, indicate the full product name. it controls, obtain permission to shut and properly installed and maintained When placing an order, indicate the full down the affected fire protection sys- under normal use and service: This product name. tem from the proper authorities and no- warranty will expire ten(10)years from tify all personnel who may be affected date of shipment by TFPP. No warran- Figure 40-5, (size),(quantity)and, P/N by this action. ty is given for products or components (below). manufactured by companies not af- 1-1/4"x 1/2 NPT................ STP1305ES Responsibility lies with sprinkler own- filiated by ownership with TFPP or for 1-1/4"x 3/4 NPT............... STP13075ES ers for the inspection, testing, and products and components which have maintenance of their fire protection p 1-1/4°x 1 NPT ................. STP1 system and devices incompliance with been subject to misuse, improper in- 1-1/2"x 1/2 NPT................STP1505ES 505ES stallation,corrosion,or which have not 1-1/2"x a/4 NPT............... STP15075ES this document,as well as with the with this standards of the National Fire been installed,maintained,modified or 1-1/2"x 1 NPT................. STP1510ES Protection Association (for example, repaired in accordance with applicable 2"x 1/2 NPT...................STP2005ES p Standards of the National Fire Protec- 2"x 3/4 NPT..................STP20075ES NFPA 25),in addition to the standards tion Association,and/or the standards 2"x 1 NPT .................... STP2010ES of any other authorities having jurisdic- 2-1/2"x 1/2 NPT................STP2505ES tion.Contact the installing contractor di any other Authorities Having to be 2-1/2"x 3/4 NPT............... STP25075ES or sprinkler manufacturer regarding diction. Materials found re TFPP r e- 2-1/2"x 1 NPT................. STP2510ES p g g defective shall be either repaired or re- any questions. placed, at TFPP's sole option. TFPP Automatic sprinkler systems are rec- neither assumes, nor authorizes any ommended to be inspected, tested, person to assume for it,any other ob- and maintained by a qualified inspec- ligation in connection with the sale of tion service in accordance with local products or parts of products. TFPP requirements and/or national code. shall not be responsible for sprinkler system design errors or inaccurate or incomplete information supplied by Buyer or Buyer's representatives. In no event shall TFPP be liable,in con- tract, tort, strict liability or under any other legal theory,for incidental, indi- rect, special or consequential dam- ages,including but not limited.to labor charges, regardless of whether TFPP was informed about the possibility of such damages, and in no event shall TFPP's liability exceed an amount equal to the sales price. The foregoing warranty is made in lieu of any and all other warranties,express or implied.including warranties of mer- chantability and fitness for a particular purpose. This limited warranty sets forth the ex- clusive remedy for claims based on failure of or defect in products,materi- als or components,whether the claim is made in contract,tort, strict liability or any other legal theory. This warranty will apply to the full ex- tent permitted by law. The invalidity, in whole or part,of any portion of this warranty will not affect the remainder. Copyright 0 2011 Tyco Fire Protection Products.All rights reserved. two i Section III Sprinkler Heads t a tCO Fire Suppression & Building Products Technical Services 800-381-9312 1+1-401-781-8220 www.tyco-fire.com Series TY-FRB — 2.8, 4.2, 5,6, and 8.0 K-Factor Upright, Pendent, and Recessed Pendent Sprinklers Quick Response, Standard Coverage Corrosion-resistant coatings, where General applicable, are utilized to extend the life of copper alloy sprinklers beyond Description p that which would otherwise be obtained The TYCO Series TY-FRB,2.8,4.21 5.61 when exposed to corrosive atmo- i { and 8.0 K-factor,Upright and Pendent spheres.Although corrosion-resistant Sprinklers described in this data sheet coated sprinklers have passed the are quick response,standard coverage, standard corrosion tests of the appli- decorative 3 mm glass bulb-type spray cable approval agencies,the testing is sprinklers designed for use in light or not representative of all possible cor- � ordinary hazard,commercial occupan- rosive atmospheres. Consequently, cies such as banks,hotels,and shop- it is recommended that the end user ping malls. be.consulted with respect to the suit- ability of these coatings for any given The recessed version of the Series TY corrosive environment.The effects of FRB Pendent Sprinkler,where applica- ambient temperature,concentration of ble,is intended for use in areas with a chemicals,and gas/chemical velocity, finished ceiling.This recessed pendent should be considered,as a minimum, sprinkler uses one of the following, along with the corrosive nature of the • A two-piece Style 10(1/2 inch NPT) chemical to which the sprinklers will be ` or Style 40(3/4 inch NPT)Recessed exposed. � P Escutcheon with 1/2 inch(12,7 mm)of An intermediate level of the Series TY- recessed adjustment or up to 3/4 inch FRB Pendent Sprinklers is detailed w - (19,1 mm)of total adjustment from the in Technical Data Sheet TFP356, and flush pendent position,ora Sprinkler Guards are detailed in Tech- • A two-piece Style 20(1/2 inch NPT) nical Data Sheet TFP780. or Style 30(3/4 inch NPT) Recessed Escutcheon with 1/4 inch(6,4 mm)of V707M Model/Sprinkler recessed adjustment or up to 1/2 inch The Series TY-FRB Concealed Pendent (12,7 mm)of total adjustment from the Sprinklers described herein must be flush pendent position. installed and maintained in compliance Identification The adjustment provided by the with this document and with the appli- Number (SIN) Recessed Escutcheon reduces the cable standards of the National Fire accuracy to which the fixed pipe drops Protection Association, in addition to to the sprinklers must be cut. the standards of any authorities having TY1131: Upright 2.8K,1/2""NPT jurisdiction.Failure to do so may impair TY1231: Pendent 2.8K, 1/2""NPT the performance of these devices. TY2131: Upright 4.2K, 1/2"NPT Owners are responsible for maintaining TY2231: Pendent 4.21K,1/2""NPT their fire protection system and devices TY3131: Upright 5.61K,1/2""NPT in proper operating condition. The TY3231: Pendent 5.6K,1/2""NPT IMPORTANT installing contractor or sprinkler manu- TY4131: Upright 8.OK,3/4"NPT Always refer to Technical Data facturer should be contacted with any TY4231: Pendent 8.OK,3/4"NPT Sheet TFP700 for the "INSTALLER questions. TY4831: Upright* 8.OK,1/2"NPT WARNING' that provides cautions TY4931: Pendent* 8.0K,1/2"NPT with respect to handling and installation of sprinkler systems and components.Improper handling and installation can permanently damage a sprinkler system or its components and cause the sprinkler to fail to operate in a fire situation or cause it to operate prematurely. *Eastern Hemisphere Sales Only Page 1 of 10 JULY 2010 TFP171 TFP171 Page 2 of 10 7/16"(11,1 mm) ESCUTCHEON STYLE 10 or 20 * NOMINAL PLATE SEATING RECESSED SSUDEFLECTOR MAKE-IN NPT SURFACE ESCUTCHEON 6* \ 1 5 7/16" 2-1/4" 4 (11,1 mm) NOMINAL (57,2 mm) 2 MAKE-IN 3 2-3/16" 1-9/16" (55,6 mm) WRENCH (39,7 mm) 1 FLATS 7 1/2"NPT SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1-Frame 3-Sealing 4-Bulb 6-Deflector *Temperature rating is indicated on deflector or adjacent to Assembly 5-Compression orifice seat on frame. 2-Button Screw 7-Bushing FIGURE 1 QUICK RESPONSE SERIES TY-FRB UPRIGHT(FYI 131)AND PENDENT(TY1231)SPRINKLERS 2.8 K-FACTOR, 112 INCH NPT 7/16"(11,1 mm) ESCUTCHEON STYLE 10 or 20 * NOMINAL PLATE SEATING RECESSED DEFLSECTOR MAKE NPT SURFACE ESCUTCHEON 6* 5W(55,6mm) 7/16" (11,1 mm) 2-3/16" 4NOMINAL (55,6 mm) MAKE-IN 2 -3/16" 1-1/2" WRENCH (38,1 mm) 3 FLATS 1 1/2"NPT SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1-Frame 3-Sealing 4-Bulb 6-Deflector Temperature rating is indicated on deflector or adjacent to Assembly 5-Compression 2-Button p orifice seat on frame. Screw FIGURE 2 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY2131)AND PENDENT(TY2231)SPRINKLERS 4.2 K-FACTOR, 112 INCH NPT t s TFP171 Page 3 of 10 7/16"(11,1 mm) ESCUTCHEON STYLE 10 or 20 SSU* NOMINAL PLATE SEATING RECESSED DEFLECTOR MAKE-IN NPT SURFACE ESCUTCHEON 6* 57/16" (11,1 mm) �— 2-3/16" 4 NOMINAL (55,6 mm) MAKE-IN 2T, 2-3/16" 1-1/2" (55,6 mm) WRENCH (38,1 mm) 3 FLATS 1 1/2"NPT SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1-Frame 3-Sealing 4-Bulb 6-Deflector Temperature rating is indicated on deflector or adjacent to Assembly 5-Compression orifice seat on frame. 2-Button Screw FIGURE 3 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY3131)AND PENDENT(TY3231)SPRINKLERS 5.6 K-FACTOR, 112 INCH NPT 1/2"(12,7 mm) ESCUTCHEON STYLE 30 or 40 SSU* NOMINAL 3/4„ PLATE SEATING RECESSED DEFLECTOR MAKE-IN NPT SURFACE . ESCUTCHEON 5 1/2" (12,7 mm) 2-5/16" 4 NOMINAL (58,7 mm) MAKE-IN 2 2-1/4" 1-9/16" (57,2 mm) (39,7 mm) 3 1 3/4"NPT SSP DEFLECTOR* 2-7/8"(73,0 mm)DIA. CROSS SECTION UPRIGHT PENDENT RECESSED PENDENT 1-Frame 3-Sealing 4-Bulb 6-Deflector Temperature rating is indicated on deflector or adjacent to Compression 2-Button Assembly 5-Com p orifice seat on frame. Screw FIGURE 4 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4131)AND PENDENT(TY4231)SPRINKLERS 8.0 K-FACTOR,314 INCH NPT TFP171 Page 4 of 10 7/16"(11,1 mm) SSU* NOMINAL 1/2" DEFLECTOR MAKE-IN NPT 6* 5T/ (55,6 7/16" (11,1 mm) 2-1/4" 4NOMINAL (57,2 mm) MAKE-IN22-3/16" 1-9/16" mm) WRENCH (39,7 mm) 3 FLATS 1 SSP CROSS 1/2"NPT DEFLECTOR SECTION UPRIGHT PENDENT 1-Frame 3-Sealing 4-Bulb 6-Deflector Assembly 'Temperature rating is indicated on deflector or adjacent to 2-Button 5-Compression orifice seat on frame. Screw FIGURE 5 QUICK RESPONSE SERIES TY-FRB UPRIGHT(TY4831)AND PENDENT(TY4931)SPRINKLERS 8.0 K-FACTOR, 112 INCH NPT Operation inch (1,6 mm)for the 135°F/57°C and Technical O M 3/32 inch(2,4 mm)for the 286°F/141°C Data The glass Bulb contains a fluid that temperature ratings. expands when exposed to heat.When Obtain a leak-tight 1/2 inch NPT sprin- Approvals the rated temperature is reached,the kler joint by applying a minimum to UL and C-UL Listed fluid expands sufficiently to shatter the maximum torque of 7 to 14 ft.lbs. (9,5 FM, LPCB,and NYC Approved glass Bulb, allowing the sprinkler to to 19,0 Nm). Higher levels of torque Refer to Table A and B for complete activate and water to flow. can distort the sprinkler Inlet with con- approval information including sequent leakage or impairment of the corrosion-resistant status. esign sprinkler. Maximum Working Pressure Do not attempt to compensate for Criteria insufficient adjustment in the Escutch- eon Plate by under-or over-tightening Discharge Coefficient The TYCO Series TY-FRB Pendent the sprinkler. Re-adjust the position of K=2.8 GPM/psi1/2 (40,3 LPM/bar1/2) and Upright Sprinklers are intended the sprinkler fitting to suit. K=4.2 GPM/psi1i2 (60,5 LPM/bar,/2) for fire protection systems designed in The Series TY-FRB Pendent and iv2 v2 accordance with the standard installa- K-5.6GPM/ps (80,6 LPM/bar ) tion rules recognized by the applicable Upright Sprinklers must be installed K=8.0 GPM/psit/2 (115,2 LPM/bars/2) Listing or Approval agency(such as,UL in accordance with the following Listing is based on the requirements of instructions. Temperature Rating NFPA 13,and FM P Approval is based on 1. Install Pendent sprinklers in the Refer to Table A and B. the requirements of FM's Loss Preven- pendent position Install upright Finishes tion Data Sheets). Only the Style 10, sprinklers in the upright position. Sprinkler: Refer to Table A and B. 20,30,or 40 Recessed Escutcheon,as 2 With pipe-thread sealant applied to Recessed Escutcheon:White Coated, applicable, is to be used for recessed the pipe threads, hand-tighten the Chrome Plated,or Brass Plated. pendent installations. sprinkler into the sprinkler fitting. Physical Characteristics Installation 3. Tighten the sprinkler into the sprin- Frame.. .. . . . . . . . . . . . . . . . Bronze kler fitting using only the W-Type 6 Button.. . . . . . . . . .. . .Brass/Copper The TYCO Series TY-FRB Sprinklers Sprinkler Wrench (Figure 14). With Sealing Assembly. .. . . . . . .Beryllium must be installed in accordance with reference to Figures 1 through Nickel w/Teflont the following instructions. 5, apply the W-Type 6 Sprinkler Bulb . .. . . . . . . .. .. . . . . . . . . .Glass Wrench to the sprinkler wrench Compression Screw.. . . . . . . Bronze 11707M flats. Deflector. . . . .. .. .. .Copper/Bronze Bushing(K=2.8) . . .. . . . . . . . Bronze Do not install any bulb-type sprinkler if the bulb is cracked or there is a loss of liquid from the bulb. With the sprin- kler held horizontally, a small air bub- ble should be present. The diameter t Registered Trademark of Dupont of the air bubble is approximately 1116 TFP171 Page 5 of 10 SPRINKLER FINISH(See Note 5) K BULB LIQUID NATURAL CHROME WHITE*** FACTOR TYPE TEMPERATURE COLOR BRASS PLATED POLYESTER 135°F/57°C Orange PENDENT 155°F/68°C Red (TY1231) and 175°F/79°C Yellow 1,2,3,4 UPRIGHT (TY1131) 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange 2,8 RECESSED 155°F/68°C Red 1/2"NPT PENDENT (TY1231)` 175°F/79°C Yellow Figure 6 200°F/93°C Green 135°F/57°C Orange 1,2,4 RECESSED PENDENT 155°F/68°C Red (TY1231)"* 175°F/79°C Yellow Figure 7 200°F/93°C Green 135°F/57°C Orange ENDEN) 155°F/68°C Red and 175°F/79°C Yellow UPRIGHT (TY2131) 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange 4.2 RECESSED 155°F/68°C Red 1,2 1/2"NPT PENDENT (TY2231)* 175°F/79°C Yellow Figure 8 200°F/93°C Green 135°F/57°C Orange RECESSED PENDENT 155°F/68°C Red (TY2231)** 175°F/79°C Yellow Figure 9 200°F/93°C I Green NOTES: 1. Listed by Underwriters Laboratories,Inc.,(UL)as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories,Inc.,for use in Canada(C-UL)as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers. 4. Approved by the City of New York under MEA 354-01-E. 5. Where Polyester Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers. ` Installed with Style 10(1/2"NPT)or Style 40(3/4"NPT)3/4"Total Adjustment Recessed Escutcheon,as applicable. Installed with Style 20(1/2"NPT)or Style 30(3/4"NPT)1/2"Total Adjustment Recessed Escutcheon,as applicable. Frame and Deflector only.Listings and approvals apply to color(Special Order). N/A:Not Available TABLE A LABORATORY LISTINGS AND APPROVALS FOR 2.8 AND 4.2 K-FACTOR SPRINKLERS a .TFP171 Page 6 of 10 SPRINKLER FINISH(See Note 8) K TYPE TEMPERATURE BULB LIQUID NATURAL CHROME I WHITE... LEAD FACTOR COLOR BRASS PLATED POLYESTER COATED 135°F/57°C Orange PENDENT (TY3231) 155°F/68°C Red and 175°F/79°C Yellow 1,2,3,4,5,6,7 1,2,3,5 UPRIGHT 200°F/93°C Green (TY3131) 286°F/141°C Blue 135°F/57°C Orange RECESSED 155°F/68°C Red 5.6 PENDENT 1/2' NPT (TY3231) 175°F/79°C Yellow 1,2,4,5 N/A Figure 10 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT 175°F/79°C Yellow 1,2,3,4,5 N/A (TY3231)•* Figure 11 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange PENDENT (TY4231) 155°F/68°C Red and 175°F/79°C Yellow 1,2,3,4,5,6,7 1,2,5 UPRIGHT 200°F/93°C Green (TY4131) 286°F/141°C Blue 135°F/57°C Orange RECESSED 155°F/68°C Red 8.0 PENDENT175°F/79°C Yellow 1,2,5 N/A 3/4"NPT (TY4231)` Figure 12 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange RECESSED 155°F/68°C Red PENDENT (TY4231)•' 175°F/79°C Yellow 1,2,3,5 N/A Figure 13 200°F/93°C Green 286°F/141°C Blue 135°F/57°C Orange PENDENT 155°F/68°C Red 1/2$( TY4931) NPT and 175°F/79°C Yellow 1,2,4,5,6 1,2,5 UPRIGHT 200°F/93°C Green (TY4831) 286°F/141°C Blue NOTES: 1. Listed by Underwriters Laboratories,Inc.,(UL)as Quick Response Sprinklers. 2. Listed by Underwriters Laboratories,Inc.,for use in Canada(C-UL)as Quick Response Sprinklers. 3. Approved by Factory Mutual Research Corporation(FM)as Quick Response Sprinklers. 4. Approved by the Loss Prevention Certification Board(LPCB Ref.No.007k/04)as Quick Response Sprinklers.However,LPCB does not rate the thermal sensitivity of recessed sprinklers. 5. Approved by the City of New York under MEA 354-01-E. 6. VdS Approved(For details,contact Tyco Fire Suppression&Building Products,Enschede,Netherlands,Tel.31-53-428-4444/Fax 31-53-428-3377.) 7. Approved by the Loss Prevention Certification Board(LPCB Ref.No.094a/06)as Quick Response Sprinklers. 8. Where Polyester Coated and Lead-Coated Sprinklers are noted to be UL and C-UL Listed,the sprinklers are UL and C-UL Listed as Corrosion-Resistant Sprinklers.Where Lead-Coated Sprinklers are noted to be FM Approved,the sprinklers are FM Approved as a Corrosion-Resistant Sprinklers. "Installed with Style 10(1/2"NPT)or Style 40(3/4"NPT)3/4"Total Adjustment Recessed Escutcheon,as applicable. Installed with Style 20(1/2"NPT)or Style 30(3/4"NPT)1/2"Total Adjustment Recessed Escutcheon,as applicable. Frame and Deflector only.Listings and approvals apply to color(Special Order). N/A:Not Available TABLE B LABORATORY LISTINGS AND APPROVALS FOR 5.6 AND 8.0 K-FACTOR SPRINKLERS TFP171 Page 7 of 10 SPRINKLER FINISH K TYPE NATURAL CHROME WHITE LEAD FACTOR BRASS PLATED I POLYESTER COATED PENDENT(TY1231) and 2.8 UPRIGHT(TY1131) 1/2"NPT 75 PSI(12,1 BAR) N/A RECESSED PENDENT(TY1231) PENDENT(TY2231) and UPRIGHT(TY2131) 4.2 1/2"NPT 175 PSI(12,1 BAR) N/A. RECESSED PENDENT(TY2231) PENDENT(TY3231) 175 PSI and 5.6 UPRIGHT(TY3131) 250 PSI(17,2 BAR) (12,1 BAR) 1/2"NPT OR 175 PSI(12,1 BAR) RECESSED (SEE NOTE 1) PENDENT(TY3231) N/A PENDENT(TY4231) and 175 PSI UPRIGHT(TY4131) (12,1 BAR) 8.0 3/4"NPT 175 PSI(12,1 BAR) RECESSED N/A PENDENT(TY4231) PENDENT(TY4931) 175 PSI and 1/28 NPT UPRIGHT(TY4831) 175 PSI(12,1 BAR) (12,1 BAR) NOTES: 1. The maximum working pressure of 250 psi(17,2 bar)only applies to the Listing by Underwriters Laboratories Inc.(UL);the Listing by Underwriters Laboratories,Inc.for use in Canada(C-UL);and,the Approval by the City of New York. TABLE C MAXIMUM WORKING PRESSURE The Series TY-FRB Recessed PendentExercise care to avoid dam t age o Sprinklers must be installed in accor- Care and sprinklers before, during, and after dance with the following instructions. Maintenance installation. Never paint, plate, coat, 1. After installing the Style 10, 20, 30, or otherwise alter automatic sprinklers or 40 Mounting Plate, as applica- The TYCO Series TY-FRB must be after they leave the factory. ble, over the sprinkler threads and maintained and serviced in accordance Replace sprinklers that: with pipe-thread sealant applied to with the following instructions. a were modified or over-heated. the pipe threads, hand-tighten the sprinkler into the sprinkler fitting. • were damaged by dropping,striking, wrench twisting,wrench slippage,or 2. Tighten the sprinkler into the sprin- Before closing a fire protection system the like. kler fitting using only the W-Type 7 main control valve for maintenance Recessed Sprinkler Wrench (Fig- work on the fire protection system ' are leaking or exhibiting visible signs ure 15).With reference to Figures 1 that it controls, obtain permission to of corrosion. to 4,apply the W-Type 7 Recessed shut down the affected fire protection • were exposed to corrosive products Sprinkler Wrench to the sprinkler systems from the proper authorities of combustion but have not oper- wrench flats. and notify all personnel who may be ated, if you cannot easily remove 3. After ceiling installation and finish- affected by this action. combustion by-products with a cloth. ing,slide on the Style 10,20,30,or Absence of the outer piece of an • have a cracked bulb or have lost liq- 40 Closure over the Series TY-FRB escutcheon, which is used to cover uid from the bulb.Refer to the Instal- Sprinkler and push the Closure over a clearance hole, can delay sprinkler lation section in this data sheet. the Mounting Plate until its flange operation in a fire situation. comes in contact with the ceiling. TFP171 Page 8 of 10 2-7/8"DIA. 2-7/8"DIA. 5/8±1/4" (73,0 mm) 3/4"(19,1 mm) (73,0 mm) (15,916,4 mm) 1/4" 6,4 mm 1/211/8" 1/2"(12,7 mm) 2-1/4"DIA. ( ) (12,7±3,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) FACE OF (57,2 mm)*(03,,2 NTING FACE OF (57,2 mm) SPRINKLERATE SPRINKLER MOUNTING PLATE FITTINGFITTING /8" 1/8" mm) (3,2 mm) MOUNTING MOUNTINGSURFACE SURFACE 1-5/16 33,3 mm) 1-5/16"(33,3 mm) CLOSURE SERIES CLOSURE SERIES TY-FRB 13/16"(20,6 mm) TY-FRB 1-1/16"(27,0 mm) FIGURE 6 FIGURE 7 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 2.8 K-FACTOR, 112 INCH NPT 2.8 K-FACTOR, 112 INCH NPT 2-7/8"DIA. 2-7/8"DIA. (73,0 mm) 1 3/4" 19, mm (73,0 mm) 5/8±1/4" ( ) 1/2±1/8" 1/2"(12,7 mm) (15,9±6,4 mm) 1/4"(6,4 mm) (12,7±3,2 mm) 1/4„ 2-1/4"DIA. 2-1/4"DIA. (6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" (3,2 mm) (3,2 mm) MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-1/4"(31,8 mm) CLOSURE SERIES 1-1/4"(31,8 mm) TY-FRB 3/4"(19,1 mm) TY-FRB 1"(25,4 mm) FIGURE 8 FIGURE 9 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 3/4 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 1/2 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 4.2 K-FACTOR, 112 INCH NPT 4.2 K-FACTOR, 112 INCH NPT Initial and frequent visual inspections of Responsibility lies with the owner for Care must be exercised to avoid dam- random samples are recommended for the inspection, testing, and mainte- age to the sprinklers -before, during, corrosion-resistant sprinklers to verify nance of their fire protection system and after installation. Sprinklers dam- the integrity of the corrosion-resistant and devices in compliance with this aged by dropping, striking, wrench material of construction. Thereafter, document, as well as with the appli- twist/slippage, or the like, must be annual inspections per NFPA 25 should cable standards of the National Fire replaced. Also, replace any sprinkler suffice. Protection Association (for example, that has a cracked bulb or that has lost Inspections of corrosion-resistant NFPA 25),in addition to the standards liquid from its bulb. (Ref. Installation sprinklers are recommended at close of any other authorities having jurisdic- Section). range, instead of from the floor level tion.Contact the installing contractor or Initial and frequent visual inspections of per NFPA. Inspection at close range sprinkler manufacturer regarding any random samples are recommended for can better determine the exact sprin- questions. corrosion-resistant sprinklers to verify kler condition and the long-term integ- Automatic sprinkler systems are rec- the integrity of the corrosion-resistant rity of the corrosion-resistant material, ommended to be inspected, tested, material of construction. Thereafter, which can be affected by the corrosive and maintained by a qualified Inspec- annual inspections per NFPA 25 should conditions present. tion Service in accordance with local suffice. requirements and/or national codes. TFP171 Page 9 of 10 2-7/8"DIA. 2-7/8"DIA. 5/8±1/4" (73,0 mm) 3/4"(19,1 mm) (73,0 mm) 1/2±1/8" 1/2"(12,7 mm) (15,9±6,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) (12,7±3,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) FACE OF MM MOUNTING FACE OF (571,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" (3,2 mm) (3,2 mm) MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-1/4"(31,8 mm) CLOSURE SERIES 1-1/4"(31,8 mm) TY-FRB 3/4'(19,1 mm) TY-FRB 1"(25,4 mm) FIGURE 10 FIGURE 11 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 10 RECESSED ESCUTCHEON STYLE 20 RECESSED ESCUTCHEON 5.6 K-FACTOR, 112 INCH NPT 5.6 K-FACTOR, 112 INCH NPT 2-7/8"DIA. 2-7/8"DIA. 5/8±1/4" (73,0 mm) 3/4"(19,1 mm) 1/2±1/8" (73,0 mm) 1/2"(12,7 mm) (15,9±6,4 mm) 2-1/4"DIA. 1/4"(6,4 mm) (12,7±3,2 mm) 2-1/4"DIA. 1/4"(6,4 mm) FACE OF (57,2 mm) MOUNTING FACE OF (57,2 mm) MOUNTING SPRINKLER PLATE SPRINKLER PLATE FITTING FITTING 1/8" 1/8" (3,2 mm) (3,2 mm) / t- __ 7, MOUNTING MOUNTING SURFACE SURFACE CLOSURE SERIES 1-5/16"(33,3 mm) CLOSURE SERIES 1-5/16"(33,3 mm) TY-FRB 13/16"(20,6 mm) TY-FRB 1-1/16"(27,0 mm) FIGURE 12 FIGURE 13 SERIES TY-FRB RECESSED PENDENT SERIES TY-FRB RECESSED PENDENT WITH TWO-PIECE 314 INCH TOTAL ADJUSTMENT WITH TWO-PIECE 112 INCH TOTAL ADJUSTMENT STYLE 40 RECESSED ESCUTCHEON STYLE 30 RECESSED ESCUTCHEON 8.0 K-FACTOR,314 INCH NPT 8.0 K-FACTOR,314 INCH NPT Inspections of corrosion-resistant sprinklers are recommended at close WRENCH range, instead of from the floor level RECESS per NFPA. Inspection at close range WRENCH RECESS can better determine the exact sprin- (END"A"USED FOR kler condition and the long-term integ- 1/2"NPT MODELS) rity of the corrosion-resistant material, which can be affected by the corrosive t� conditions present. WRENCH RECESS (END"B"USED FOR 3/4"NPT MODELS) PUSH WRENCH IN TO ENSURE ENGAGEMENT WITH FIGURE 14 SPRINKLER WRENCHING AREA W-TYPE 6 SPRINKLER FIGURE 15 WRENCH W-TYPE 7 RECESSED SPRINKLER WRENCH TFP171 Page 10 of 10 P/N 57 - XXX - X - XXX MODEL/SIN SPRINKLER TEMPERATURE FINISH RATINGS 330 2.8K UPRIGHT(1/2"NPT) TY1131 1 NATURAL BRASS 135 135°F(57"C) 331 2.8K PENDENT(1/2"NPT) TY1231 4 WHITE POLYESTER 155 155°F(68°C) 340 4.2K UPRIGHT(1/2"NPT) TY2131 3 WHITE(RAL9010)' 175 175"F(79°C) 341 4.2K PENDENT(1/2"NPT) TY2231 9 CHROME PLATED 200 200°F(93°C) 370 5.6K UPRIGHT(1/2"NPT) TY3131 7 LEAD COATED 286 286°F(141"C) 371 5.6K PENDENT(1/2"NPT) TY3231 390. 8.OK UPRIGHT(3/4"NPT) TY4131 391 8.OK PENDENT(3/4"NPT) TY4231 360 8.OK UPRIGHT(1/2"NPT) TY4831* *Eastern Hemisphere sales only. 361 8.OK PENDENT(1/2"NPT) TY4931' TABLE D PART NUMBER SELECTION SERIES TY-FRB PENDENT AND UPRIGHT SPRINKLERS responsible for sprinkler system design Limited errors or inaccurate or incomplete infor- Ordering mation supplied by Buyer or Buyer's Warranty representatives. Procedure Products manufactured by Tyco Fire In no event shall TFSBP be liable, in Contact your local distributor for Suppression & Building Products contract, tort, strict liability or under availability. When placing an order, (TFSBP) are warranted solely to the any other legal theory, for incidental, indicate the full product name and Part original Buyer for ten(10)years against indirect,special or consequential dam Number(P/N). defects in material and workmanship ages,including but not limited to labor when paid for and properly installed charges,regardless of whether TFSBP Sprinkler Assemblies with NPT and maintained under normal use and was informed about the possibility of Thread Connections service. This warranty will expire ten such damages, and in no event shall 10 ears from date of shipment b Specify: (Specify Model/SIN), Quick ( ) Y p Y TFSBP's liability exceed an amount Response, (specify K-factor), (specify TFSBP.No warranty is given for prod- equal to the sales price. temperature rating), Series TY-FRB ucts or components manufactured by s ecif Pendent or Upright)S Sprinkler companies not affiliated by ownership The foregoing warranty is made in lieu (specify p with TFSBP or for products and com- of any and all other warranties,express with(specify type of finish or coating), ponents which have been subject to orimplied.including warranties of mer- P/N(specify from Table D). misuse, improper installation, corro- chantability and fitness for a particular Recessed Escutcheon: sion,or which have not been installed, purpose. Specify: Style (10, 20, 30, or 40) maintained, modified or repaired in This limited warranty sets forth the Recessed Escutcheon with (specify*) accordance with applicable Standards exclusive remedy for claims based on finish, P/N (specify*). of the National Fire Protection Associa- failure of or defect in products,materi- tion,and/or the standards of any other als or components,whether the claim is Sprinkler Wrench Authorities Having Jurisdiction. Mate- made in contract,tort,strict liability or Specify: W-Type 6 Sprinkler Wrench, rials found by TFSBP to be defective any other legal theory. P/N 56-000-6-387. shall be either repaired or replaced,at TFSBP's sole option. TFSBP neither This warranty will apply to the full Specify: W-Type 7 Sprinkler Wrench, assumes, nor authorizes any person extent permitted by law.The invalidity, P/N 56-850-4-001. to assume for it,any other obligation in in whole or part,of any portion of this •Refer to Technical Data Sheet TFP770. connection with the sale of products or warranty will not affect the remainder. parts of products.TFSBP shall not be Copyright 0 2007-2010 Tyco Fire Suppression&Building Products.All rights reserved. • '�yCO Fire & Building Products Technical Services:Tel: (800) 381-9312/Fax: (800)791-5500 Sprinkler Cabinets 3, 6, & 12 Sprinklers, 1/2 or 3/4 Inch NPT 6 ESFR Sprinklers, 3/4 'or 1 Inch NPT General Description Tyco® Sprinkler Cabinets are con- structed of metal enclosures with hinged covers designed to provide on- site storage of an emergency supply of sprinklers and a sprinkler wrench. NFPA 13 requires a representative , number of each type of sprinkler used in a sprinkler system to be stored in a -,- cabinet on-site to allow for immediate removal and replacement of sprinklers g that may have operated or become ,. damaged. Sprinkler Cabinets are manufactured a of heavy gauge steel with knock-outs to accommodate NPT threaded sprin- klers and are painted an attractive red enamel. WARNINGS Technical The Sprinkler Cabinets described here- Data in must be installed and maintained in compliance with this document, as Material well as with the applicable standards Carbon Steel of the National Fire Protection Asso- Weights ciation, in addition to the standards of 3 Sprinkler Cabinet any other authorities having jurisdic- . . . . . . . . . . . . . tion. Failure to do so may impair the • • • • • • • • • • • • . • • • •1.5 Lbs. (0,68 kg) performance of these devices. 6 Sprinkler Cabinet. . . . . . . . . . . . . . The owner is responsible for maintain- . . . . . • • • • • • • • • • • •2.3 Lbs.(1,04 kg) ing their fire protection system and de- 12 Sprinkler Cabinet.. . . . . .. . . . . . vices in proper operating condition. • • • • • • • • • • • • • • • • .4.0 Lbs.(1,81 kg) / The installing contractor or sprinkler 6 ESFR Sprinkler Cabinet. . .. . . . . . manufacturer should be contacted . . . . . . . . . . .. . . . . .3.3 Lbs.(1,36 kg) with any questions. Page 1 of 4 AUGUST, 2007 TFP785 0 TFP785 Page 3 of 4 REMOVE KNOCKOUTS HOLES ACCOMMODATE TO ACCOMMODATE 1 3/4"NPT SPRINKLERS /2"NPT SPRINKLERS i 1-1/2" HINGES ) ,moi O O (38,1 mm) 1-1/2" 5-1/4"R (38,1 mm) (133,4 mm) 14-1/16" 1-1/8" DOOR SWING (357,2 mm) (28,6 mm) 10-13/16" 1-5/8" - - (274,6 mm) (41,3 mm) 2' 6" 1-3/16" 6"(150 4-1/8" 3-1/4" (50,8 mm) (152,4 mm) (30,2 mm) MINIMUMUM (98,4 mm) CLEARANCE (104,8 mm) O 5„ 1° (127,0 mm) 1-3/4" (25,4 mm) � } (44,5 mm) HOLES FOR SPRINKLER SLOTS FOR DOOR 3/16"(5 mm) 1"(25,4 mm) WRENCH AND HINGES SCREWS SHELF STRAP HANGER SHELF NOT SHOWN FIGURE 3 12 SPRINKLER CABINET REMOVE KNOCKOUTS HOLES ACCOMMODATE TO ACCOMMODATE 3/4"NPT SPRINKLERS 1"NPT SPRINKLERS HINGES ° - 6-7/16"R 1-9/16 (163,5 mm) (39,7 mm) DOOR SWING 14-1/16" 1-9/16" -------- (357,2 mm) (39,7 mm) r� 10-13/16" 1-5/8" I r (274,6 mm) (41,3 mm) % r 7"(180 mm) 2" 6' 1-3/16" 3-1/8" (50,8 mm) (152,4 mm MINIMUM ) (30,2 mm) CLEARANCE (79,4 mm 3-13/1 O (96,8mm) 1" 6-3/16" (25,4 mm) (157,2 mm) 2-3/8" rs (60,3 mm) HOLES FOR SLOTS FOR DOOR 3/16"(5 mm) SPRINKLER 1"(25,4 mm) WRENCH AND HINGES SCREWS SHELF STRAP HANGER SHELF NOTSHOWN FIGURE 4 6 ESFR SPRINKLER CABINET Page 4 of 4 TFP785 Installation Limited Ordering Sprinkler Cabinets are designed with Warranty Procedure two 3/16 Inch(4,7 mm)diameter holes for wall mounting or direct attachment Products manufactured by Tyco Fire When placing an order,indicate the full to the system riser with a strap-type & Building Products (TFBP) are war- product name. Contact your local dis- hanger. The Sprinkler Cabinet should ranted solely to the original Buyer for tributor for availability. be installed at or near the system con- ten(10)years against defects in mate- Sprinkler Cabinet: trol valve and must be stocked with an rial and workmanship when paid for Specify:(Description), P/N(specify). adequate supply of spare sprinklers and properly installed and maintained and a sprinkler wrench. under normal use and service. This 3 Sprinkler Cabinet................. P/N 1177 warranty will expire ten(10)years from 6 Sprinkler Cabinet................. P/N 1119 The stock of spare sprinklers should 12 Sprinkler Cabinet................ P/N 1124 include sprinklers of each type and date of shipment by TFBP. No warran- 6 ESFR Sprinkler cabinet ........... P/N 1111 temperature rating as are installed in ty is given for products or components the sprinkler system, in the following manufactured by companies not af- quantities: filiated by ownership with TFBP or for products and components which have Sprinklers In Spare Sprinklers been subject to misuse, improper in- System Required stallation,corrosion,or which have not been installed,maintained,modified or Under 300 6 repaired in accordance with applicable 300-1000 12 Standards of the National Fire Protec- tion Association, and/or the standards Over 1000 24 of any other Authorities Having Juris- diction. Materials found by TFBP to be defective shall be either repaired or re- The 3, 6, and 12 Sprinkler Cabinets placed, at TFBP's sole option. TFBP are designed to accept both 1/2&3/4 neither assumes, nor authorizes any Inch NPT threaded sprinklers, where- person to assume for it, any other ob- as the 6 ESFR Sprinkler Cabinets are ligation in connection with the sale of designed to accept both 3/4 & 1 Inch products or parts of products. TFBP NPT threaded sprinklers. As neces- shall not be responsible for sprinkler sary, insert a screwdriver blade from system design errors or inaccurate or the front top of the shelf and under the incomplete information supplied by near bottom part of the knockout an- Buyer or Buyer's representatives. nular ring. Press the screwdriver han- In no event shall TFBP be liable, in dle down to remove the knockout ring. contract, tort, strict liability or under any other legal theory, for incidental, Care and indirect,special or consequential dam- ages,including but not limited to labor Maintenance charges, regardless of whether TFBP was informed about the possibility of The Sprinkler Cabinet, wrench, and such damages, and in no event shall stock of spare sprinklers should be in- TFBP's liability exceed an amount spected at least quarterly. The follow- equal to the sales price. ing items should be checked: The foregoing warranty is made in lieu •The Sprinkler Cabinet should be of any and all other warranties, ex- readily accessible, and not exposed press or implied, including warranties to a corrosive atmosphere or tem- of merchantability and fitness for a peratures in excess of 100°F(38°C). particular purpose. •The stock of spare sprinklers should This limited warranty sets forth the ex- include an adequate number of each clusive remedy for claims based on type and temperature rating. failure of or defect in products,materi- als or components, whether the claim •The stock of sprinklers must be in is made in contract,tort, strict liability good condition. or any other legal theory. •A sprinkler wrench of the appropriate This warranty will apply to the full ex- type must be included in the Sprin- tent permitted by law. The invalidity, kler Cabinet. in whole or part, of any portion of this warranty will not affect the remainder. TYCO FIRE&BUILDING PRODUCTS,451 North Cannon Avenue,Lansdale Pennsylvania 19446 I HEADQUATERS: 70 Bacon Sheet. encore Pawtucket,RI 02860 WEBSITE: HOLDINGS www.EncoreHoldingsCo.com PHONE: 1.877.489.6263 Bake — N — Joy 351 Willow Street South North Andover, M.A. Clean Agent Fire Suppression System PRODUCT DATA SUBMITTAL i FSS ( FIRE SUPPRESSION encor e ALLSTATE U.S. Fire Group SYSTEMS GROUP ELECTRIC FIRE SYSTEAAS �— System Components Py�"af UL EX-4986 4-1-10 Page 2-1 Chem 4 DT TTae A&W-PIM-1 A FM-200e SYSTEMS FM-200@ (NFC-227ea) Agent FM-200e (HFC-227ea) is a clean, gaseous agent contain- ing no particles or oily residues. It is produced under ISO 9002 guidelines to strict manufacturing specifications ensuring product purity. FM-200 leaves no residue or oily deposits on'delicate electronic equipment, and can be removed from the protected space by ventilation. FM-200 is thermally and chemically stable, but without the extremely long atmospheric lifetimes associated with other proposed halon replacements. The atmospheric lifetime of FM-200 has been determined to be 36.6 years.The EPA does not consider FM-200 to be a long lived substance when discharged, and as such has placed no restrictions on its use. Part No.570037—160 Ib container Part No.570038—1 200 Ib container For complete Material Safety Data Sheet (MSDS) informa- tion,visit pyrochem.com. i I PYRO-CHEM is a trademark of Tyco Fire Suppression&Building Products or Rs affiliates. PC2009022 i System Components PY;;RD45-1m, ULEX-4986 4-1-10 Page2-2 Ch f M)jav R»StQm++nm6Aidfip Prodmv i FM-200a SYSTEMS Discharge Valve Assembly The replacement valve assembly is available for field BONNET replacement. The valve is fully assembled, with internal /ASSEMBLY components, gauge, and burst disc assembly.The replace- �( ment valve is 100%leak tested before it leaves the factory. Component Material Approvals Valve Brass UL Listed ULC Listed PISTON FM Approved ASSEMBLY I �—PILOT PORT Shipping Assembly Equivalent Part No. Description Thread Length -- 570535 1 in.Valve 1 in.BSP 20 ft DISCHARGE Shipping (6.096 m) OUTLET BURST DISC Assembly ASSEMBLY 006762 570536 2 in.Valve 2 in.BSP 35 ft Shipping (10.668 m) Assembly 570302 3 in.Valve 3 in. Flared 85 ft Shipping (25.91 m) 0 Assembly OOa825 I i PYRO-CHEM is a trademark of Tyco Fire Suppression&Building Products or its atfillates. PC2009023 � II System Components pyro UL EX-4986 4-1-10 Page 2-3 Chem FM-200® SYSTEMS Tank and Valve Assembly The agent tank assemblies are manufactured in accor- 'Specifications dance with DOT 4BW450 or DOT4BW500(343L tank man- Maximum Fill Density. 1 kg/L ufactured in accordance with 4BW450 only)and consist of Minimum Fill Density . . . . . 0.5 kg/L a tank fitted with a valve and internal siphon tube.Eight par- tial filled tank sizes are available.A nameplate is adhered to Temperature Rating. . . . . . 32°F(0°C)to the tank displaying the agent weight and gross weight. 130°F(54.4°C) Tanks are superpressurized with dry nitrogen to 360 psi (25 bar)at 70°F(21 °C).All tanks are available in multiple fill increments. Note:Quantity of agent will have to be specified on cus- tomer P.O.when ordering factory filled tank shipping assemblies. Also,when low pressure switch and liquid level indicator installed options are required,they must be specified when ordering. Component Material Approvals Tank Steel DOT4BW450, DOT4BW500, TC4BWM31 (min.) Valve Brass ValvelTank UL Listed Assembly ULC Listed FM Approved 0 ooe,aapc Part No. Valve (Cyl.&Valve) Volume Dimension A Empty Tank Equivalent Size UL/ULC Nominal Nominal Diameter Weight Capacity Length 1 in. 570003/570320 8 L 12.0 in. 10 in. 32.6 Ib 9-17 Ib 20 ft (304 mm) (254 mm) (14.8 kg) (4-8 kg) (6.096 m) 1 in. 570004/570321 16 L 19.8 in. 10 in. 40.6 Ib 18-35 ib 20 ft (502 mm) (254 mm) (18.4 kg) (8-16 kg) (6.096 m) 1 in. 570005/570322 32 L 32.8 in. 10 in. 57.5 Ib 36-70 Ib 20 ft (833 mm) (254 mm) (26.1 kg) (16-32 kg) (6.096 m) 2 in. 570006/570323 52 L 23.5 in. 16 in. 108.3 Ib 58-114 Ib 35 ft (597 mm) (406 mm) (49.1 kg) (26-52 kg) (10.668 m) 2 in. 570007/570324 106 L• 40.2 in. • 16 in. 158.3 Ib 117-233 Ib 35 ft (1021 mm) (406 mm) (71.8 kg) (53-106 kg) (10.668 m) 2 in. 570008/570325 147 L 53.3 in. 16 in. 198.2 Ib 163-324 Ib 35 ft (1354 mm) (406 mm) (89.9 kg) (73.5-147 kg) (10.668 m) 2 in. 570009/570326 180 L 64.3 in. 16 in. 233.2 Ib 199-396 Ib 35 ft (1633 mm) (406 mm) (105.8 kg) (90-180 kg) (10.668 m) 3 in. 570346/570370 343 L 57.7 in. 24 in. 456 ib 379-756 Ib 85 ft ► (1466 mm) (610 mm) (207 kg) (171.5-343 kg) (25.91 m) PYRO•CHEM is a trademark of Tyco Fire Suppression&Building Products or its affiliates. PC2009024 r System Components PyPO"'w/ UL EX-4986 4-1-10 Page 2-4 Chem r E D,'7yco MSWYHVN»bpu4agp/MNas FM-200. SYSTEMS Tank Label Tank Label Specification The tank label details the weight of FM-2009 contained, Material . . . . . . . . . . . . . . . . Aluminum empty weight,fill density and charge date.Once the label is ►Dimensions Part No.570002 . . . . 9.5 in.x 6.5 in. applied to the tank surface, and to avoid possible tamper- (24.1 cm x 21 cm) ing, it cannot be removed intact. Part No.570001 . . . . 22 in.x 2 in. (55.9 cm x 5 cm) ►Approvals . . . . . . . . . . . . . . UL, ULC, FM ►Part No.570002 AxNnarwsPecl2:R FM-LVO CLEAN-AG ,WARNING -Fr{Y9gE#'i/.xv�e2;E6 r0YA1�CERTRN r.-.CAE;;Ix cra3THE DISCHARGE OF a a rAnr Nm Erssra tc ,E H4Ap Yfr YFOP ^A,ncre, tru r p EN � TO SU AGENT SYSTEMS FIRE TO SUPPRESS A FIRE CAN Artinnr�Ym.Ac:FY�EURE.RLTw. RESULT IN A POTENTIAL CAMIE FAlOR AGCII�0.lSlf.'Y SYST UNI" " HAZARD TO PERSONNEL OR I'M CE R CMI A t'a9s C,'rltuV+'E un+ �rrarFraurrooruaErxP, FROM THE NATURAL FORM fmP'tA OF THE CLEAN AGENT OR PREF SO ES;+"' ,FO EGTA Aft3!: WSMIOR An EOIL FOR rau .ixm.Ercnv%aa-zEMrre>w rww�soF FROM THE PRODUCTS OF a S1FE5 OR 'S]5!+'T WrPNE SY9rFY3. ?7C,.L Fw'tr°eA•q ,v,f.Aas,mr a ,xa Na a• scc COMBUSTION THAT RESULT rsT ASrn>r^au,Ar9Eclxr�A•s Aur._axt. „WP°.0 14 Qu5TE6 FROM EXPOSURE OF THE rKS 5,'71EM. u3T50 rta s>7Fd3 a auE.m OF.,.+Rs-svEn +Ei'Ma^:".e � RECYCLING PROTECTS THE @MAONMENi' AGENT TO THE FIRE OR HOT i4'MN Laaxw.F-�:RANC0 Nr r�uaal nn 2Kn co Purr cuIM, 0114MM ON.Y IN CAPE SURFACES. UNNECESSARY T4EVniEMVC.,,�8 r4aa�wt :_c�E° CLfi1N A0Q STOAT-](rtNGUW6xc FF,El'.FIRE row Foi�pe' TrS Ton EXPOSURE OF PERSONNEL e`TR�nP=s'"�'*srlEt,W•�' w.Et`a`,aNe OF IM C-Ek'11UW SYSTEm EITHER TO THE NATURAL ! Yt16T 8E Fa yA EO ftt'"E.Q t:"= -FfYrR TO(461bYAl CONTACT YOM LOCM EjS WErurSlr:an°mrw°P'JaOF su"Amf0misf.:A:�srtnsfEa+-�ESaF WALLERoRuAeAFAC11MwaIMFILc. AGENT ORTO THE PRODUCTS FFION N 32'FT0 x FOVC-0 NC' rw',S ON EUYODNO EA��FM.TNT"oN OF DECOMPOSITION SHALL AcAvr3a rc�::ATPzs oRxEcvc�ric aFANAa ear. ur:unrAcreorE>.ru,.carclryAT Q BE AVOIDED, CONTACT E.EEWM,.,uR OR WAM TO OPEPAi00;: °°aTcovFR REAwv6°R°EF"°ETw,tasEa PYRO-CHEM IMMEDIATELY QP P$!QOUII N W EAPM OIR:Er CAP rt:nACF c taar *.a n:avec6n r9EE r ,,: AFTER A DISCHARGE OR FIRE FP°H Prnv�A ca c •:s�unw EE «. SITUATION. POGTCNEDB•,WI.Mi Ei,NFiMr. Y�W Lh Wiz {�'45,rk" um».i ixt5 COI1TANrPq 6 F6AE0 tNTN FTA,M KPrA11u0ROIN1011. um aSUPExFREssu"`E THE DATE OF MANUFACTURE IS ON THE CYLINDER 10300W.M.7121'Q NTI'ft RITR PART ND.: Pot2tWdGNt: (k9I 16.32 AND 52 LITER TANKS MUST EE TRANSPORTED AND STORED TARE WEnW'. La. til rill a IN THE VERTICAL POSITION GROSS WEIG11T.. LB. (kgl FILLLL DENSRY: iDIFT? @4+UC em FACTORY T'ES'TED TWICE THE CHARGE DATE: DDT SERVICE PRESSURE FU LDCATTON: MARINETTE,WISMSN 504332542 715-732-3465 STAMPED ON THE CYLINDER Part No.570001* E-20(6EAN AGENT FIgSUPPI'tO."ENLUM LifiM:,kUVEC�lWe—%TYPftAsia ry,M'CEUMTRLL{T-0`MEL, fnw.'FN :P'k3 MRURFr�EtRaYM13 TESNtvme vArRlFle4 rgN.'APap{M,ERa�ACAUMN UNCONTROIEDVALVEOPERATIONODLXDRESULTINSEVEREIWURYORDEATH.ENSURESAFETYOUTLETCAPISINRACEIFeONTAINERLSDISCONNECTED FROM PIPEWORK.CONTAINERS WOULD NOT DE POSRIONMIN DIRECT SUNLIGHT. ,.«o.ao ..w " Pts'+9®,n+1 RESSION SYSTEM UNIT AwARNING THE DISCHARGEOF CLEAN AGENT SYSTEMS TO SUPPRESS AFIRE CAN RESULT INA POTENTIAL HAZARD TO PERSONNEL FROM THE NATURAL FORM OF THE CLEAN AGENT OR FROM THE PRODUCTS OF COM- „A .7 BUSTTONTHAT RESULT FROM EXPOSURE OFTHE AGENTTOTHE FIRE ORHOTSURFACES.UNNECESSARY rYSE,rmm u nEl EXPOSURE OF PERSONNEL EITHER TO THE NATURAL AGENT OR To THE PRODUCTS OF DECOMPOSITION rY[{uewm u Os SHALL BE AVOIDED. e .wA: " CONTACT PYRO•CHEM IMMEDIATELY AFTER A DISCHARGE OR FIRE SITUATION. .•, M{NMNR: + PHI xinervu Cx{A9Eo{IF 0640PIM"%i SLOxEPGFIWROPAfPANE<EF NAPr;,05 ON PROEz:fT 1A90.GU.TEM3 LA')ER PPESSM;_AWAOGE,Y E%PFUEkT f.,:i Hb?:i r:4:9rL0 IWLOC{1pM YtIbEllLtrfC6M191W6tlR �Mc�.utt- OE.CMTENT5ux6ER�aIP.9:5..9c. •'Label is shown split for clarity. PYRO-CHEM is a trademark of Tyco Fere Suppression&Building Products or its affiliates. PC2009025 System Components yPoh--].' ULEX-4986 4-1-10 Page2-5 FM-200. SYSTEMS Removable Electrical Actuator (0.2A) The removable electrical actuator mounts to the top of the ►Part No.570537 tank valve. 24v do is required for solenoid operation. Provision is made for the connection of a manual strike 3.51N. (90 mm) knob to the top of the actuator assembly. Remove reset cap prior to installation by holding plastic cap L71N. (44 mm) and rotating knurled brass nut.To reset actuator, reverse the above procedure ensuring plastic cap is flush with ►knurled brass nut. Specifications Body. . . . . . . . . . . . . Mild Steel&Dull Nickel Actuation Pin . . . . . . . . Stainless Steel 11� Actuation Type. . . . . . . . Latching 4.,1". (I D4 mm) Reset Requirements . . . . Manual force required, ► cap attached Connection . . . . . . . . . 1 in.BSPP Power Requirement . . . . . 24v do Current . . . . . . . . . . . 0.2A RESET CAP Manual Actuation Force. . . 11.0 Ib (5 kgf) Electrical Connection . . . . 3 pin plug connector Diode Type . . . . . . . . . Suppression Life Span . . . . . . . . . . 10 years from manufacture Testing. . . . . . . . . . . . 100%Check on start/finish position Approvals . . . . . . . . . . UL, ULC, FM Swivel Nut. . . . . . . . . . Brass CZ121 2 * -O 007.89 PYRO-CHEM is a trademark of Tyco Fire Suppression&Building Products or its afflllates. PC2009026 t r System Components 01 o. UL EX-4986 4-1-10 Page 2-6 Chem by� &"V ft4 FM-200® SYSTEMS AUTOPULSE® Control System ►The AUTOPULSE(& Control System is designed to monitor , fixed fire hazards.The control system can automatically actuate the fire suppression system after receiving an input signal from one or more initiating devices, i.e., manual pull station or detector. The control system incorporates an internal power supply, on-line emergency batteries, and solid state electronics. Refer to Detection and Control B manuals for additional information. sones PYAO•CHEM and AUTOPULSE are trademarks of Tyco Fire Suppression&Building Products or its affiliates. PC2009027 r } System Components 00000N.►w� UL EX-4986 4-1-10 Page 2-7 Chem bylkmr.s a vpR, - FM-200® SYSTEM Tank Bracket The bracket assembly consists of a nut, bolt,and two brack- et straps (back channel must be supplied by others. ►Approved type of Unistrut Channel is series P1000T, 1.6 in. x 1.6 in. (41 mm x 41 mm) or equal. A single bracket assembly is required for 8, 16, 32, 52, 106, 147, and 180 L tank sizes. Two bracket assemblies are required for the .343 L size tank. A Each strap is notched for insertion into the back channel allowing the tank to be properly aligned. The bracket assembly is designed to be mounted to a rigid vertical sur- face with the tank assembly resting fully on the floor. Specifications Material . . . . . . . . . Steel Mounting . . . . . . . . Unirax/Unistrut CHI Channel Approvals . . . . . . . . UL, ULC, FM Part No. Tank Size Weight Diameter A 00082' 570085 10 in. 0.7 Ib 15.7 in. (254 mm) (0.30 kg) (398 mm) 570092 16 in. 1.0 Ib 23.6 in. (406 mm) (0.46 kg) (599 mm) 570336 24 in. 4.5 Ib 27.3 in. (610 mm) (2.04 kg) (693 mm) PYRO•CHEM is a trademark of Tyco Firo Suppression&Building Products or its affifiaias PC2009028 %%+ System Components � orilya UL EX-4986 4-1-10 Page 2-8 chem dY7J�Fwdyip+mia.6Buld pRmhrn . 1 FM-2000 SYSTEMS Flexible Discharge Hose The flexible discharge hose is used to connect the tank valve outlet to rigid distribution piping. On single tank sys- NPT tems, a check valve Is not required.Three sizes of flexible ' discharge hoses are available: 1 in. (for 20, 50, and 90 Ib tank sizes), 2 in. (for 140, 280, 390, and 450 lb tank sizes), and 3 in.(for 850 lb tank sizes). 1 IN.HOSE The 1 in.flexible hose or the adaptor, Part No.570557, can 16 IN. (A 06 mm) be used to connect the valve outlet to rigid pipe. I 1 AND 21N. 21N.HOSE FLEXIBLE The 2 in.flexible hose or the adaptor, Part No.570558,can 20 are IN. DISCHARGE HOSE (517 mm) be used to connect the valve outlet to rigid pipe. When using a 3 in.flexible discharge hose (without a mani- fold),three single tank swivel adaptors are available for con- i nection from the valve outlet to the flexible discharge hose. I BSP7 ooars0 Component Material Approvals 1 IN.HOSE 1,2,3 in.Flexible Stainless Steel UL Listed 3IN.(79 mm) 2 IN.HOSE Discharge Hose Tubing with ULC Listed 5 N(127 mm) Stainless Steel FM Approved 4 Braid Cover NPT Shipping Assembly Equivalent BS PT ADAPTOR— Part No. Description Length TANK TO PIPE 570539 1 in.Flexible 10.3 ft Discharge Hose (3.14 m) 570538 2 in.Flexible 17.6 ft 1 IN IN.(64 m Discharge Hose (5.36 m) 2IN.ADAPTOR oostso 3 3116 IN.(61 mm) 69990 3 in.Flexible 5.1 ft Discharge Hose (1.55 m) 3 IN.NPT 570557 1 in.Single Tank 0.6 ft Swivel Adaptor (0.2 m) 3 IN.FLARED SWIVEL 3IN. 570558 2 in.Single Tank 1.2 ft o FLARED Swivel Adaptor (0.4 m) SWIVEL 69470 3 in.Flared to 3 in.NPT 1.8 ft Single Tank Swivel Adaptor (0.55 m) 161N. 31N.NPT OR 31N. 69471 3 in.Flared to 3 in.Grooved 1.8 ft (410 mm) 3 IN.BSPT GROOVED Single Tank Swivel Adaptor (0.55 m) 3IN.ADAPTORS 008248 570363 3 in.Flared to 3 in.BSPT 1.8 ft Single Tank Swivel Adaptor (0.55 m) 068249 3IN.FLEXIBLE DISCHARGE HOSE PYRO-CHEM is a trademark of Tyco Fire Suppression&Building Products or its affiliates. PC2009029 /i System Components pyro•, UL EX-4986 4-1-10 Page 2-13 Chem f'" ar ryooa.aww+w,.:awcmno�e+. i FM-200® SYSTEMS Discharge Nozzle FM-200®is distributed within the protected area by the dis- charge nozzle that is sized to ensure the correct flow of ' agent for the hazard area. Nozzles are available with seven ports for 1800 or eight ports for 3600 horizontal discharge patterns. Ports are drilled in 0.004 in. (0.1 mm) incrementsa._ to the specified system design. Nozzles are supplied in Brass with NPT threads. ► 6 0 Specification Material. . . . . . . . . . Brass Thread Type. . . . . . . . NPT/Female Size. . . . . . . . . . . . Available in 3/8, 1/2,3/4, 1, 1 114, 1 1/2 and 2 Inch Drill Incrementation. 0.1 mm Nozzle Type. . . . . . . . 7 Port(1800)18 Port(360°) . Coverage(Maximum . 33 ft(10.05 m) (7 Port-180°) aosssno Radial Distance) 28.7 ft(8.75 m) (8 Port—360°) Maximum Square Footage. . . . . . 1025 ft2(95.3 m2) Height. . . . . . . . . . . 16 ft(4.88 m) (7 Port—180°) 16 ft(4.88 m) (8 Port—3600) Maximum Distance from Ceiling. . . . . . . . 12 in.(300 mm) Orientation . . . . . . . . Pendant/Upright Temperature Range. . 32 OF to 130 OF _ (0°C to 54.4°C) Approvals. . . . . . . . . UL, ULC, FM i Part Numbers 3/8 in.NPT Nozzle . . . Part No,570156 1/2 in.NPT Nozzle . . Part No.570157 3/4 in.NPT Nozzle . . . Part No.570158 1 in.NPT Nozzle . . . . . Part No.570159 1 1/4 in.NPT Nozzle . . . Part No.570160 1 1/2 in.NPT Nozzle . . . Part No.570161 2 in.NPT Nozzle . . Part No.570162 Note:When ordering,specify 7 Port(1800)or 8 Port(3600) r and drill size in millimeters(from calculation program). PYRO-CHEM is a trademark of Tyco Fire Suppression&Building Products or its affiliates. P02009034 Y � Data/ Specification Total Flooding Sheet Fire Suppression GENERAL SUGGESTED ARCHITECT'S SPECIFICATIONS The FM-200 Fire Suppression System is an engineered system A comprehensive Architect and Engineering Specification for FM-200 utilizing a fixed nozzle agent distribution network.The system is Clean Agent Fire Suppression Systems and Pyro-Chem Detection/ designed and installed in accordance with the National Fire Release System equipment is available on diskette.This specification Protection Association(NFPA)Standard 2001,"Clean Agent Fire is ideal for insertion into Division 15:Mechanical Fire Detection/ Extinguishing Systems"When properly designed,the FM-200 system Suppression Systems and Division 13:Special Construction,Auto- will suppress surface burning fire in Class A,B,and C hazards. matic Fire Suppression sections. 80%of FM-200 fire fighting effectiveness is achieved through heat absorption and 20%through direct chemical means(action of the LISTINGS AND APPROVALS fluorine radical on the chain reaction of a flame).Complete FM-200 Agent suppression using FM-200 has the following advantages: Factory Mutual(FM) The low concentration of FM-200 required means less visual Underwriters Laboratories(UL) obscurity and minimal risk to personnel. NFPA 2001 "Clean Agent Fire Extinguishing Systems" • The small quantity of agent discharged minimizes over- EPA SNAP pressurization of the protected area. Australian Industrial Chemicals Notification • Maximum safety for personnel due to low toxicity. German Institute for Environmental Hygiene and Medicine • Most effective when used with automatic detection to introduce FM-200 rapidly. FM-200 System • The ability to prevent re-ignition as long as concentration levels are Underwriters Laboratories(UL) maintained. ► Factory Mutual(FM) Typical areas that can be protected by a FM-200 system are: Bank Vaults Libraries Rare Book Stores Electronic Data Processing Telephone Exchanges Studios Communication Centers Transformer and Switchrooms Control Rooms Test Laboratories Flammable Liquid Storage SYSTEM OPERATION The basic system consists of extinguishing agent stored in high strength steel cylinders.Manual or automatic actuators are available for release of the agent into the hazard area.The agent is distributed and discharged into the hazard area through fixed piping and nozzles.Each nozzle is designed to deliver a uniform discharge of agent into the protected area.On large hazards,cylinders can be manifolded together.The cylinders are connected to the manifold by means of a flexible discharge bend and check valve. Automatic actuation is accomplished through an approved detection system.When a fire condition cause the detector(s)located in the hazard area to go into alarm,a signal is sent to the detection control panel.This causes actuation of the release circuit which electrically operates the actuator located on the cylinder valve.The actuator opens the valve and allows the agent to enter the piping network and discharge out the nozzles. Pyron ChemTyco Fire Suppression&Building Products One Stanton Street Copyright©2010 Tyco Fire Suppression&Building Products by Tyco Fire Suppression&Building Products Marinette,W/ 54143 All rights reserved 9/1/2010 PC2001308(1) TYPICAL INSTALLATION DETECTORS DISTRIBUTION PIPING 0 DISCHARGE NOZZLES /J \\ // AGENT / TANKS CONTROL PANEL ALARM \�// 006384PC 1. Agent Tank—The agent storage tank consists of an approved success of the extinguishing system,only PYRO-CHEM or DOT41BW450 or DOT413W500 high pressure steel tank fitted with PYRO-CHEM trained personnel are permitted to perform system a valve and internal siphon tube,factory filled with FM-200,and calculations. superpressurized with dry nitrogen to 360 psi(25 bar)at 70 OF 4. Nozzles—FM-200 is distributed within the protected area by the (21 °C).Tanks sharing the same manifold shall be equal in size discharge nozzle which is sized to ensure the correct flow of agent and fill density.Tanks are available in 8 sizes,ranging from 8 liter for the hazard.Nozzles are available with seven or eight ports to to 343 liter.A nameplate is adhered to the tank displaying the allow for either 1801 or 360°horizontal discharge patterns.Ports agent weight,tare weight,gross weight,fill density,and charge are drilled in.004 in.(0.1 mm)increments to the specified system date.On the larger size tanks,an optional liquid level indicator is design.Nozzles are supplied in brass with NPT threads.Nozzles available. are available in 7 sizes,ranging from 3/8 in.to 2 in. 2. Agent—FM-200(HFC-227ea)is a clean,gaseous agent 5. Detection System—The ALITOPLILSE Detection System is used containing no particles or oily residues.It is produced under ISO where an automatic electronic detection system is required to prod guidelines to strict manufacturing specifications ensuring actuate the FM-200 suppression system.This detection system is product purity. ni 200 leaves no residue or oily deposits on used to actuate a single,fixed,fire suppression or alarm system delicate electronic equipment,and can is removed from the based on inputs received from fire detection devices.The protected space t ventilation.FM-200 is thermally and chemically detection circuits can be configured using cross,counting, stable,but without the extremely long atmospheric lifetimes independent or priority-zone(counting)concepts.The detection associated with other proposed halon replacements.The system has been tested to the applicable FCC Rules and atmospheric lifetime of FM 200 has been determined to be 36.5 Regulations for Class A Computing devices. years.The EPA does not consider FM-200 to be a long-lived substance when discharged,and as such,has placed no 6. Actuation Line—The"Master"tank is actuated via the detection restrictions on its use. release circuit.To actuate the"Slave"tanks, 1/4 in.flexible, 3. Distribution Piping Network—FM-200 engineered systems are stainless steel actuation hose is used.The hose is connected to based on a Hydraulic Flow Program developed by Hughes the pilot pressure port of the master tank valve and from that Associates Inc.The program predicts the two-phase flow of the location,run to pneumatic actuators located on top of each of the agent and nitrogen through a pipe network.Information detailing slave tank valves.The pressure channeled from the master pilot the enclosure is entered and the program calculates the required port operates the pneumatic actuators on the slave valves, pipe sizes,nozzle drill sizes,average nozzle pressures,and causing them to open. discharge time.As system design calculations are critical to the �_. MATERIAL SAFETY DATA SHEET Pyro� `�CChem; by yym Fe SW--on 6&10&p PiWwte FM-200 Issue Date:02-07-2011 1. Product and Company Identification Material name FM-200 Version# 01 Revision date 02-07-2011 CAS# 431-89-0 Manufacturer/Importer/ Supplier Name Tyco Fire Protection Products Address One Stanton Street Marinette,WI 54143-2542 Phone 715-732-3465 Internet http://www.pyrochem.com Emergency Phone Number CHEMTREC 800-424-9300 or 703-527-3887 2. Hazards Identification Emergency overview DANGER Contents under pressure. Heat may cause the containers to explode. OSHA regulatory status This product is considered not hazardous under 29 CFR 1910.1200(Hazard Communication). Potential health effects Routes of exposure Eye contact.Skin contact. Inhalation. Eyes Contact with liquefied gas might cause frostbites, in some cases with tissue damage. Skin Contact with liquefied gas might cause frostbites,in some cases with tissue damage. Inhalation Severe overexposure may cause cardiac sensitization and result in irregular rhythm. Intentional misuse by concentrating and inhaling the product can be harmful or fatal. Ingestion Not a likely route of entry. Potential environmental effects Ecological injuries are not known or expected under normal use. 3. Composition / Information on Ingredients The manufacturer lists no ingredients as hazardous according to OSHA 29 CFR 1910.1200. 4. First Aid Measures First aid procedures Eye contact Flush thoroughly with water for at least 15 minutes. Get medical assistance. Skin contact Wash frost-bitten areas with plenty of water. Do not remove clothing.Get medical attention if irritation persists after washing. Inhalation If breathing is difficult, remove to fresh air and keep at rest in a position comfortable for breathing. Call a physician if symptoms develop or persist. Ingestion Not likely,due to the form of the product. General advice If you feel unwell,seek medical advice(show the label where possible). 5. Fire Fighting Measures Flammable properties The product is not flammable. No unusual fire or explosion hazards noted. Extinguishing media Suitable extinguishing This product is not flammable. Use fire-extinguishing media appropriate for surrounding materials. media Material name:FM-200 nnsos us 1693 Version#:01 Revision date:02-07-2011 1 /4 I Protection of firefighters Specific hazards arising Contents under pressure. Pressurized container may explode when exposed to heat or flame. from the chemical Specific methods In the event of fire,cool tanks with water spray. Use water spray to cool unopened containers. 6. Accidental Release Measures Personal precautions Ventilate closed spaces before entering them.Consider initial downwind evacuation for at least 500 meters(1/3 mile):Do not touch damaged containers or spilled material unless wearing appropriate protective clothing.Many gases are heavier than air and will spread along ground and collect in low or confined areas(sewers,basements,tanks). Environmental precautions Do not contaminate water. Prevent further leakage or spillage if safe to do so. Methods for containment ELIMINATE all ignition sources(no smoking,flares,sparks or flames in immediate area).Stop leak if you can do so without risk. If possible,turn leaking containers so that gas escapes rather than liquid. Move the cylinder to a safe and open area if the leak is irreparable. Stop the flow of material, if this is without risk. Prevent entry into waterways,sewer, basements or confined areas. Methods for cleaning up Large Spills:Ventilate the area. Dike far ahead of spill for later disposal. Use a non-combustible material like vermiculite,sand or earth to soak up the product and place into a container for later disposal. Small Spills:Wipe up with absorbent material(e.g.cloth,fleece).Clean surface thoroughly to remove residual contamination.Allow liquid to evaporate from the surface. 7. Handling and Storage Handling When using do not smoke.All equipment used when handling the product must be grounded. DO NOT handle,store or open near an open flame,sources of heat or sources of ignition. Protect material from direct sunlight. Storage Contents under pressure. Keep away from heat and sources of ignition. Keep at temperature not exceeding 49°C.This material can accumulate static charge which may cause spark and become an ignition source. Prevent electrostatic charge build-up by using common bonding and grounding techniques.Store in a well-ventilated place. Keep in an area equipped with sprinklers. Keep out of the reach of children. 8. Exposure Controls/ Personal Protection Engineering controls General ventilation normally adequate. Personal protective equipment Wear approved h Eye I face protection W ea app o ed c e m'ical safety glasses or goggles where eye exposure is reasonably probable. General hygiene Handle in accordance with good industrial hygiene and safety practice. considerations 9. Physical 8r Chemical Properties Appearance Form Compressed liquefied gas. Color Colorless. Odor None. Physical state Liquid. pH Not available. Melting point Not available. Freezing point Not available. Boiling point Not available. Flash point Not available. Evaporation rate Not available. Flammability limits in air, upper, Not available. %by volume Flammability limits in air, lower, Not available. %by volume Vapor pressure 454.63 kPa Vapor density Not available. Specific gravity Not available. Material name:FM-200 Msos us 1693 Version#:01 Revision date:02-07-2011 2/4 F � Relative density Not available. Solubility(water) Not available. Partition coefficient Not available (n-octanol/water) Auto-ignition temperature Not available. Decomposition temperature Not available. VOC Not available. Molecular formula C3HF7 10. Chemical Stability& Reactivity Information Chemical stability Stable under normal temperature conditions. Incompatible materials This product may react with strong reducing agents.and Alkaline metals. 11. Toxicological Information Carcinogenicity This product is not considered to be a carcinogen by IARC,ACGIH, NTP, or OSHA. Further information This product has no known adverse effect on human health. 12. Ecological Information Ecotoxicity This product has no known eco-toxicological effects. Persistence and degradability Not available. 13. Disposal Considerations Disposal instructions This product, in its present state,when discarded or disposed of, is not a hazardous waste according to Federal regulations(40 CFR 261.4(b)(4)). Under RCRA, it is the responsibility of the user of the product to determine, at the time of disposal,whether the product meets RCRA criteria for hazardous waste. Dispose in accordance with all applicable regulations. Waste from residues/unused Not applicable. products 14. Transport Information DOT Basic shipping requirements: UN number UN3296 Proper shipping name Heptafluoropropane Hazard class 2.2 Additional information: Special provisions T50 Packaging exceptions 306 Packaging non bulk 304 Packaging bulk 314, 315 ERG number 126 n� .11"a r�2 F DOT 15. Regulatory Information US federal regulations This product is not known to be a"Hazardous Chemical"as defined by the OSHA Hazard Communication Standard,29 CFR 1910.1200. All components are on the U.S. EPA TSCA Inventory List. CERCLA/SARA Hazardous Substances-Not applicable. Material name:FM-200 Msos us 1693 Version#:01 Revision date:02-07-2011 3/4 r CERCLA(Superfund)reportable quantity None Superfund Amendments and Reauthorization Act of 1986(SARA) Hazard categories Acute Health-No Chronic Health-No Fire Hazard-No Pressure Hazard-No Reactivity Hazard-No Section 302 extremely No hazardous substance Section 311 hazardous No chemical Inventory status Country(s)or region Inventory name On inventory(yes/no)* Australia Australian Inventoryof Chemical Substances AICS Yes ( ) Canada Domestic Substances List(DSL) Yes Canada Non-Domestic Substances List(NDSL) No China Inventory of Existing Chemical Substances in China(IECSC) Yes Europe European Inventory of Existing Commercial Chemical Yes Substances(EINECS) Europe European List of Notified Chemical Substances(ELINCS) No Japan Inventory of Existing and New Chemical Substances(ENCS) No Korea Existing Chemicals List(ECL) -Yes New Zealand New Zealand Inventory Yes Philippines Philippine Inventory of Chemicals and Chemical Substances No (PICCS) United States&Puerto Rico Toxic Substances Control Act(TSCA)Inventory Yes *A"Yes"indicates that all components of this product comply with the inventory requirements administered by the governing country(s) State regulations This product does not contain a chemical known to th g p e State of California to cause cancer, birth defects or other reproductive harm. 16. Other Information Further information HMIS®is a registered trade and service mark of the NPCA. HMIS®ratings Health:0 Flammability:0 Physical hazard:0 NFPA ratings Health:0 Flammability:0 Instability:0 Disclaimer The information provided in this Safety Data Sheet is correct to the best of our knowledge, information and belief at the date of its publication.The information given is designed only as a guidance for safe handling, use, processing,storage,transportation,disposal and release and is not to be considered a warranty or quality specification. The information relates only to the specific material designated and may not be valid for such material used in combination with any other materials or in any process, unless specified in the text. Issue date 02-07-2011 Material name:FM-200 Msos us 1693 Version#:01 Revision date:02-07-2011 4/4 ;} ° �aPxulse- Z-10 AGENT RELEASE ---------------------------- AGENT DISCHARGE PATH CYLINDER Agent Release Control Panel designed specifically for suppression VALVE AGENT release operation with: SOURCE ACTUATOR ■Four initiating device circuits(IDCs) CIRCUIT ■Two notification appliance circuits NACs COIL pp (NACs) SUPERVISORY i'�• ■Two release appliance circuits(RACs) MODULE ■Two special purpose monitor inputs(SPMs)for manual release ______ __________; request and manual abort request ° ■Three auxiliary relays with selectable functions MAINTENANCE ■Easily selected activity timing options SWITCH ° Agent release operation includes: SPM? RAC 1 RAC 2 ■Automatic extinguishing release 11 IIIDIIIIIIIIIIIIIIIIIplllllllllllllllllllllllllll �0 NAC 1 ■Deluge and preaction sprinkler system release SPM 2 ^I ■Dual or single hazard area protection IDc 1 = , .I , ■Combined agent release and preaction operation" _ � ■IDCs are selectable for cross-zoning or for activation from a single y 1 detection input UUU IDCs 2,3 and 4 NAC 2 ■Short circuit RAC supervision IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII j oosssa Operator interface provides: AUTOPULSE Z-10 Agent Release Control Panel ■Status LEDs per circuit for Alarm,Trouble,and Supervisory(where One-Line System Reference Drawing appropriate) ■Acknowledge,alarm silence,and system reset INTRODUCTION ■Operating mode and timer selection when in programming mode Dedicated for Agent Release:AUTOPULSE Z-10 Suppression Release Panels provide conventional fire alarm control circuits and are Audible Escalation of Events: equipped with the features required for a wide variety of single or dual ■Single Audible Appliance Tone:Stage 1 activates Temporal or 20 bpm hazard suppression release applications.Capabilities include automatic March Time pattern;Stage 2 activates 120 bpm March Time pattern to extinguishing agent release,and deluge and preaction sprinkler control. indicate release timer active;Release activates On Steady to indicate Flexible VO Capabilities:Four IDCs allow for either four separately release timer expired and actuator is activated monitored zones or two cross-zoned connections.Two SPMs allow ■Dual Audible Appliance Control'(Single Hazard):RAC 2 provides dedicated manual inputs for release or abort.Two releasing appliance a third NAC for dedicated Stage 1 Bell control;NACs 1 &2 indicate circuits(RACs)supervise to the actuator coils and activate the actua- release as On Steady tors when required.The two NACs and the three panel auxiliary relays Compatible with Listed/Approved 24 VDC coil automatic water Provide status condition information. control valves Easy Program Selections:The operator panel has a program mode that allows selection of panel operation type and detailed operating Required system components: selections using an easily selected sequential programming operation. ■Coil supervision module(Part No.430687),one per solenoid control History Log:The last 50 events are stored in non-volatile memory.This RAC information is accessed by connecting a technician's computer to the ■Maintenance Switch(Part No.433936 or 433937),one per solenoid service port which is also used to set the date and time. control RAC Recommended accessory(where appropriate): ■Abort Switch: PANEL FEATURE DESCRIPTION —Part No.433940, Flush Mount Requires software revision 4.01 or higher Operator Panel:The operator panel has alarm and trouble status indicating LEDs for each input and output,visible through the locking cabinet door.Unlocking the door provides access to the Acknowledge, Alarm Silence,and System Reset push-button switches. Four Class B IDCs provide coverage for either two cross-zoned areas or four separately zoned areas.IDCs are capable of supporting up to 30 current-limited smoke detectors or electronic heat detectors as well as manual stations and other compatible contact closure initiating devices.IDCs are capable of Class A operation with an optional adapter module and can be programmed as Class C(short or open initiates a trouble)for use with current limited devices only.Single hazard agent release applications monitor low pressure switches on IDC3 and tamper switches with IDC4. � r PANEL FEATURE DESCRIPTION(Continued) Preaction Sprinkler Systems are similar to deluge systems except that normally closed sprinkler heads are used and supervisory air pressure Two Class B Special Purpose Monitoring Circuits(SPMs)are is maintained in the pipe.Operation requires both an activated sprinkler head and an activated fire alarm initiating device. dedicated for manual release or abort,waterflow and supervisory,or release/abort and pressure,depending on system type. Inputs are Combined Agent Release and Preaction Systems provides agent normally open switches.An abort switch stops release while activated release and preaction control.(Available with software revision 4.01 and upon deactivation,the release operation occurs after a selectable or higher.)For applications where agent release may not be sufficient time delay.Manual release inputs override abort switches and activate for fire control,sprinklers are put in preaction mode to allow waterflow the release after selectable delays of from 0 to 30 seconds in 5 second to continue the fire response.(Preaction is assumed,selected deluge increments. For Dual Hazard applications,current limited abort opera- could be provided,determined by the sprinkler installation,panel opera- tion is required.SPMs are programmable as Style C and capable of tion is the same.) Class A operation with the optional adapter module. UL requirements for Fire Alarm Systems Listed for Automatic Release Two Class B NACs are provided for reverse polarity,notification appli- or Deluge and Preaction Sprinkler Systems are the same as described ance operation,each rated 2 A.Class A operation is available with the previously for Automatic Extinguishing Release Systems. optional adapter module.NAC operation is selectable per application. FM Approved requirements for Fire Alarm Systems for Automatic Two Class B Release Appliance Circuits(BACs): Rated 2 A each, Release of Deluge and Preaction Sprinkler Systems require operation these circuits are dedicated to operating release control actuators. RAC of specific compatible FM Approved Automatic Water Control Valves,a cutout timing is selectable as no cutout,45 seconds,or 1,3,3.5,4,5,6, minimum secondary power capacity of 90 hours,and all circuits for the 7,21,25,34,44,or 64 minutes.For bell/horn/strobe single hazard appli- automatic release initiating devices must be capable of operation during cations, RAC 2 functions as a third NAC(NAC 3). a single open circuit fault condition(Class A). Auxiliary Power Output:Rated at 750 mA,this output can be wired as continuous or as resettable.Resettable is normally used to power 4-wire smoke detectors. AUTOPULSE Z-10 PRODUCT SELECTION Standard Auxiliary Relay Outputs:Three relays outputs are available, RELEASE CONTROL PANEL selectable as normally open or normally closed,rated 2 A @ 30 VDC. Part No. Description Reference Trouble Relay(Aux Relay 1)is energized when Normal and is de-ener- 430525 Basic Releasing Panel, Includes: Four IDCs,two gized with a Trouble condition. operates with AC input of: NACs,two SPMs,two For Single Hazard Operation:Aux Relay 2 is the Alarm relay and Aux 120/220/230/240 VAC, BACs,3 A power supply Relay 3 indicates Time Delay Started or can optionally be selected as a 50/60 Hz(auto-select) with battery charger, Supervisory relay. cabinet and door For Dual Hazard Operation:Aux Relay 2 is for Hazard Area 1 Alarm; EXPANSION Aux Relay 3 is for Hazard Area 2 Alarm. MODULES Power Supply and Battery Charger:During alarm,the power supply Part No. I Description Reference provides 3 A at 25.5 VDC,filtered and regulated.The temperature 430529 Auxiliary Relay Module;four Two compensated battery charger provides 27.5 VDC for charging batteries relays, Form C,rated 7 A @ maximum suitable for up to 90 hour standby and 10 minutes of alarm. External 120 VAC,5 A @ 30 VDC, battery chargers and cabinets can be used for more battery backup. unsupervised contacts Select as 430531 Two Circuit Class A Adapter Four required Module for IDCs,SPMs, maximum or NACs RELEASE CONTROL SYSTEM REFERENCE BATTERIES Automatic Agent Release Systems:These systems automatically acti- vate solenoid control valves for the release of a fire extinguishing agent Part No. Description Reference in response to fire detection device input. 417692 7.0 AH Battery Pack,24 VDC Select one battery Automatic Extinguishing Release Systems with Separate Bell 417693 12 AH Battery Pack,24 VDC shipping assembly per Control(single hazard)(SW rev.4.01 or higher). RAC 2 operates system standby as a bell control NAC.When cross-zoned,stage 1 alarm activates the requirements;two batteries are included bell until the release timer starts.When not cross-zoned,stage 1 alarm activates the bell until expiration of the release timer. In both cross- 417694 17 AH Battery Pack,24 VCD Requires external zoned and non cross-zoned applications,NAC2 may be programmed to 417695 25 AH Battery Pack,24 VDC battery cabinet indicate either a tamper switch supervisory condition or the start of the P P rY release timer using a cadence pattern operation. RELEASE CONTROL SYSTEM MODULES UL and FM Extinguishing Release System Panels must have a Part No. Description minimum of 24 hours of standby power. Initiating devices must be 430687 Coil Supervision Module,one required per RAC; Listed/Approved for the application,and may be wired either Class A refer to pages 6 and 7 for detail or B.Actuators must be electrically compatible with the control panel circuits and power supplies,and are wired Class B to provide coil super 433936 Maintenance Switch,one required per RAC vision. or 433937 433940 Abort Switch Deluge and Preaction Sprinkler Systems automatically activate water control valves in response to fire detection device input. 431196 Abort Supervision Module Deluge Sprinkler Systems employ open sprinkler heads and provide water flow when the fire detection system activates a common auto- matic water control valve.They are used to deliver water simultaneously through all of the open sprinkler heads.This type of system is applicable where the immediate application of large quantities of water over large areas is the proper fire response. 2 } FM APPROVED WATER CONTROL VALVES FM Group Manufacturer Model Number Details A Skinner LV2LBX25 24 VDC, 11 W,458 mA,1/2 in. NPS, 1/2 in.orifice T8210A107 B ASCO R8210A107 24 VDC, 16.8 W,700 mA, 1/2 in. NPS,5/8 in.orifice 8210A107 C Star Sprinkler 5550 24 VDC,part of Model D deluge valve 8210G207 D ASCO V2648571,N.C. 24 VDC, 10.6 W,440 mA, 1/2 in.NPS, 1/2 in.orifice HV2648581,N.O. E Skinner 73218BN4UNLVNOC111C2 24 VDC,10 W,420 mA, 1/2 in.NPS,5/8 in.orifice 73212BN4TNOON0C111C2 24 VDC, 10 W,420 mA,1/2 in.NPS,5/8 in.orifice;5-300 psi(0.3-20.7 bar) rated working pressure F Skinner 73212BN4TNLVNOC322C2 24 VDC,22 W, 1/2 in.NPS,920 mA,250 psi(17.2 bar),1/2 in.orifice G Skinner 71395SN2ENJ1NOH111C2 24 VDC, 10 W,420 mA, 1/4 in.NPS, 1/16 in.orifice, 250 psi(17.2 bar)rated working pressure H Viking HV-274-060-001 24 VDC,22.6 W,940 mA, 1/2 in. NPS,250 psi(17.2 bar),3/4 in.orifice SPECIFICATIONS Power Ratings - AC Input Voltage Ratings 120 VAC,60 Hz;220/230/240 VAC,50/60 Hz,auto-select Current Ratings 2 A maximum @ 120 VAC input; 1 A maximum @ 240 VAC input Power Supply Output 3 A maximum available for external loads Battery Charger Temperature compensated,capable of recharging batteries required for 90 hour standby and 10 minute alarm(contingent on auxiliary power load) Standby Current 100 mA;with IDCs fully loaded,tone-alert silenced,trouble LED on,charger off Alarm Current 264 mA+external loads;(2 zones in alarm&2 internal relays,NACs and RACs on) Standard Circuit Ratings (Note:Total DC current=3 A maximum;see NAC ratings for details) Supervisory 3 mA maximum;3.3 kQ end-of-line resistor per circuit Initiating Device Alarm Current 75 mA maximum Circuits(IDCs) Output Voltage 28 VDC maximum Capacity Each IDC supports up to 30 detectors(smoke or electronic heat)and manual stations as required;wiring distance is limited to 50 Q maximum Application For Manual Release,Abort Switches,or Supervisory functions only;not for detectors; Special Purpose wiring distance is limited to 50 Q maximum Monitoring Circuits For Dual Hazard Dual Hazard Application Abort Switches require a current limiting resistor of 1.2 kQ, 1 W, (SPMs) Applications or an external Abort Supervision Module per SPM Supervisory 6 mA;3.3 kQ end-of-line resistor per circuit Activated 75 mA maximum Output Voltage 28 VDC maximum Special Application appliance rating=2 A maximum on a NAC Note:Special Application appliance rating=full 3 A power supply rating Notification Appliance Alarm Current Regulated 24 DC appliance power=1.5 A maximum on a circuit Circuits(NACs) Note:Regulated 24 DC strobe load=1.35 A maximum total for power supply Output Voltage Alarm=26 VDC max.;supervisory=29 VDC maximum; 10 kQ end-of-line resistor Synchronized Strobe Requires NAC dedicated to strobe control with non-coded output;use an external Synch Operation Module;up to 33 strobes can be synchronized per Z-10 Notification Appliance Regulated 24 DC Power for other appliances listed to UL Standard 1971 or UL Standard 464; Reference Appliances use associated external synchronization modules where required Output Current 2 A maximum per circuit Release Appliance Circuits(RACs) Output Voltage Activated=26 VDC maximum;non-alarm=29 VDC maximum; 10 kQ end-of-line resistor Auxiliary Power Output;for Two outputs are available,continuous operation or resettable operation; Special Application loads only combined output is 750 mA maximum;output voltage=19.25 to 27 VDC Auxiliary Relay Outputs Contacts rated 2 A @ 30 VDC,0.35 p.f.,inductive,selectable as (Trouble,Aux Relay 2,Aux Relay 3) N.O.or N.C.by jumper Wiring Connections for Above and AC Input Terminals rated for 18 AWG to 12 AWG(0.82 mm2 to 3.31 mm2) Auxiliary Module Ratings Class A Adapter Module Two circuits per module,rated same as circuits;not applicable to RACs (Part No.430531) (no additional current required) Relay Type Four relays with two outputs per relay;individually selectable as N.O.or N.C. Auxiliary Relay Module AC Ratings 7 A @ 120 VAC,resistive (Part No.430529) DC Ratings 5 A @ 30 VDC,0.35 power factor,inductive 3 SPECIFICATIONS(Continued) Auxiliary Module Ratings(Continued) Auxiliary Relay Module Module Current 12 mA standby;70 mA with all four relays energized; @ 24 VDC 430529(Continued) Wiring Terminals rated for 18 AWG to 12 AWG(0.82 mm2 to 3.31 mm2) Coil Supervision Module Construction Epoxy encapsulated Dimensions 1-3/8 in.W x 2-7/16 in.L x 1-1/16 in. H(34 mm x 62 mm x 27 mm) Wiring 18 AWG(0.82 mm2)wire leads,color coded Coil Supervision Module Current Rating 2 A maximum;internally fused at 3 A,non-replaceable Environmental Ratings Operating Temperature Range 32°F to 120°F(0°C to 49°C) Operating Humidity Range up to 93%RH,non-condensing @ 100°F(38°C)maximum DETECTORSREFERENCE INFORMATION,COMPATIBLE Part No. Type Component Sheet 430559 LIFEalarme Photoelectric Detector 2.80/./ft Obscuration(Standard) T-2007153 430562 LIFEalarmo Photoelectric Detector 3.5%/ft Obscuration 430565 135°F(57°C) Fixed Heat Detector T-2007159 430566 200°F(93°C) Fixed with Rate-of-Rise Heat Detector T-2007159 Note:For proper detector bases,refer to Component Sheet T-2007153. AUTOPULSE Z-10 SYSTEM CONNECTION REFERENCE LISTED/APPROVED ACTUATOR OR DELUGE AND A PREACTION AUTOMATIC WATER CONTROL VALVE; ONE IF 24 VDC(OR 2 IN SERIES IF 12 VDC)PER RAC ----- - ------ ACTUATOR WIRING-��i i JUNCTION BOX i Yel Blk COIL SUPERVISION MODULE +Out- +In _ � p ' Red Blk ABORT SUPERVISION MODULE -- ----- MAINTENANCE \ DISCONNECT SWITCH 24 VDC FOR MAINTENANCE DISCONNECT m i- --------- STATUS INDICATOR(IF REQUIRED) J_. RAC 2 ABORT SWITCHES MANUAL RELEASE ' ' OPTIONAL STROBE (AS REQUIRED) STATIONS RAC 1 i SYNCHRONIZATION MODULE �! I � illllllllllilillllllllllllllllllllllil{ilillllllll TYPICAL STROBE ONLY NAC SPM 1 SPM 2 I i� NAC 1 PARE FIRE IDC 1 TYPICAL HORN ONLY NAC RE MANUAL FIRE NAC 2 — ALARM STATION _ COMPATIBLE FIRE FIRE V0.0820.3 DETECTION IDCS 2,3,AND 4 I{IIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIIII DEVICES .._... ......_------- AUTOPULSE Z-10 SUPPRESSION RELEASE PANEL GENERAL WIRING NOTE: WIRING SHOWN IS FOR REFERENCE ONLY,REFER TO SPECIFIC INSTALLATION INSTRUCTIONS FOR DETAILED WIRING INFORMATION. 4 PROGRAMMING MODES AND SELECTION CHOICES Sequence Select one of 13 Application Modes(numbered 1 through 13) Single Hazard Cross-Zoned 1 Combined Release Either Zone 2 (RACs activate together) --� Agent Release Dual Hazard Cross-Zoned 3 Independent Release Either Zone 4 (RACs are separate) Cross-Zoned 5 Combined Release Single Hazard to Preaction/Deluge Either Zone 6 (RACs activate together) ) 1 Cross-Zoned 7 Independent Release Dual Hazard Either Zone 8 (RACs are separate) Agent Release;Single Hazard Cross-Zoned 9 NYC Abort(not UL listed) Agent Release&Preaction; Cross-Zoned 10 RAC 2 provides Preaction Control; Single Hazard Either Zone 11 RAC 1 is Agent Release Control Agent Release,Bell/Horn/Strobe; Cross-Zoned 12 RAC 2 operates as NAC 3 for Stage 1 Bell Control Single Hazard Either Zone 13 (separate sound from release alarm) Sequence Programming Mode Description Description 2 Select Relay Operation for Select"Original'operation mode or"Enhanced"mode Application Modes 1-9 3 IDC and SPM Circuit Style Class B/Class A or Style C 4 Automatic Release Time Delay Selectable in 5 second increments from 0 to 60 seconds(default is 60 seconds) 5 RAC Cutout Timer No cutout,45 seconds,or 1,3,3.5,4,5,6,7,21,25,34,44,or 64 minutes 6 Manual Release Time Delay 0,5, 10, 15,20,25,or 30 seconds UL Standard 864 listed Immediate or 10 seconds remaining 7 Abort Release Time Delay Not UL Standard 864 listed IRI abort(cross-zoned systems only),NYC abort, or original release delay 8 NAC Coding(where selectable) Temporal pattern or 20 beats per minute(first cross-zone alarm) Standard Operation No inhibit or one minute inhibit selected as:both on until silence,NAC 1 on until reset and NAC 2 on until silence,or both on until reset; 9 NAC Operation Pre-Discharge Note:For clean agent release,a pre-discharge NAC must be configured to warn of Operation impending discharge,the release timer selects the duration of the pre-discharged signal 10 Supervisory Latching Latching or non-latching 11 Supervisory Notification LED and tone-alert only,or with:NAC 2 also on;Aux Relay 3 also on;or both NAC 2 and Aux Relay 3 also on 5 OPERATOR PANEL FUNCTION REFERENCE LABEL INSERT SELECTABLE FOR PREACTION/DELUGE,AGENT RELEASE, OR COMBINATION AGENT RELEASE/PREACTION DELUGE,UL OR ULC VERSIONS(UL AGENT RELEASE VERSION SHOWN FOR REFERENCE I — 0 Alarm Manual Release 0 I I Zone 1 I I ( Trouble Zone 5 Trouble ( I RUN MODE:RED LEDs - INDICATE MANUAL RELEASE I ACTIVATED(FOR AGENT 1 Alarm //�� Manual Release 0 I RELEASE APPLICATIONS); I Zone / I YELLOW LEDs INDICATE I L �i ` I TROUBLE FOR SPMs RUN MODE:LEDs PROVIDE 01Trouble Zone 6 TfOUble 0 1 (ZONES 5 and 6),NACs,and ALARM(RED)AND TROUBLE _ RACs,FOR RACs,YELLOW (YELLOW)STATUS PER IDC1 ZONE;ZONE 4 YELLOW I �'"� I LED INDICATES SUPERVI- LED INDICATES SUPER- 1 Alarm NAC 1 Trouble ?+.-1 1 SORY IF STILL FLASHING VISORY STATUS IF STILL I Zone 3 1 AFTER ACK FLASHING AFTER ACK I 0 Trouble NAC 2 Trouble 0 I PROGRAM MODE:TOP I - 1 EIGHT LEDs PROVIDE PROGRAM MODE:TOP I - I PROGRAMMING SELECTION TEN LEDs INDICATE I PROGRAMMING MODE 0 Alarm RAC 1 Trouble 0 I CATEGORY ; Zone 4 1 0 Trouble RAC 2 Trouble 0 — 1 Alarm Silenced Agent Released 0 —\I I 1 0 Supervisory Earth Fault 0. 1 AGENT RELEASED RED LED - ALARM SILENCED YELLOW I INDICATE RACs ARE ACTIVATED LED INDICATES THAT I AUDIBLE NOTIFICATION I EARTH FAULT APPLIANCES ARE SILENCED I0 System Trouble Abort Active ( I YELLOW LED INDICATES PRIOR TO SYSTEM RESET 1 + I PRESENCE OF AN EARTH FAULT I 1 ABORT ACTIVE YELLOW LED SUPERVISORY AND SYSTEM/I_ ,AC Power, Relay Disconnect / TRACKS STATE OF ABORT TROUBLE YELLOW LEDs; -. .__.__......._.__...,___.._. SWITCH FOR UL SYSTEMS,INDICA- RELAY DISCONNECT YELLOW TION OF DISABLED OR LED INDICATES THAT EXPAN- DISCONNECTED RAC ACK ALARM SYSTEM SION RELAYS HAVE BEEN SILENCE RESET DISABLED FOR SERVICE AC POWER GREEN LED IS ON WITH NORMAL POWER STATUS i 006552 I -ACK ACKNOWLEDGES ALARM SILENCE SYSTEM RESET RESTORES STATUS DURING RUN MODE SILENCES THE SYSTEM TO NORMAL AND ACCEPTS SELECTION AUDIBLE ALARMS DURING RUN MODE AND DURING PROGRAM MODE; TOGGLES THE SELECTION PRESS AND HOLD FOR 5 DURING PROGRAM MODE SECONDS TO PERFORM LAMP TEST 6 RELEASE CONTROL SYSTEM REQUIREMENTS Maintenance Switch.Proper service of release appliance circuits requires the ability to securely disconnect the release circuit during 1.Solenoid valves are connected as 2-wire,Class B notification/ installation and maintenance.Maintenance switches are controlled releasing circuits with only one 24 VDC solenoid valve per circuit by keyswitch and initiate a supervisory condition when in disconnect/ (or two, 12 VDC solenoids in series if applicable)to ensure supervi- disable position.Models with lamp are on a double-gang plate and are sion. powered from separate 24 VDC wiring.Mounting is on stainless steel plates and models are available as either surface or flush mount(see 2.Coil Supervision Module(Part No.430687)must be wired electrically drawing below). before the solenoid valve and located in the solenoid valve wiring Maintenance switches,one per RAC,are required per NFPA 72,the junction box. National Fire Alarm Code,to allow the system to be tested or serviced 3. For FM Approved Deluge and Preaction Sprinkler operation,initiating without actuating the fire suppression systems.Their use may not be device circuits must be Class A,wired to Listed/Approved devices. allowed in some jurisdictions;always confirm local requirements.When used,maintenance switches are required to ensure that operation initi- 4. Power supply loading and wiring distances must be per Installation, ates a supervisory condition. Programming,and Operating Instructions(Part No.430545). 5.For FM Approved Deluge and Preaction Sprinkler Systems,battery standby capacity must be a minimum.of 90 hours with 10 minutes of alarm. 6.For FM Approved Automatic Extinguishing Release,battery standby "ORMAL must be a minimum of 24 hours with 5 minutes of alarm. DISU 7.Battery standby must be selected for a minimum voltage of 23 VDC nasasu to ensure proper valve operation. 8.Maintenance Switch(Part No.433936 or 433937)are required to FIRESUPPRESSION allow the system to be tested or serviced. DISCONNECT f DISABLE 9.For FM Approved Deluge and Preaction Sprinkler operation,the x`Pulse specified compatible Automatic Water Control Valves must be used. 10. For UL Listed and FM Approved Automatic Extinguishing Release, Maintenance Switch 006549 solenoid valves must be electrically compatible. -11.Abort Switch(Part No.433940)is available when abort operation is Abort Switch.For manual abort requests,these abort switches are required.When used,wire on Special Purpose Monitoring Circuits available with or without a built-in 1.2 kQ,1 W resistor and are mounted (SPMs)as Class A or B,the same as required for other initiating on single-gang stainless steel plates.Abort switches are connected to devices. the SPM inputs per system requirements. 12. Manual Release Stations are used for direct activation of the Activity abort occurs while the switch is pushed and continues after release solenoids with the appropriate time delay implemented by releasing the switch for the selected Abort Release Time Delay(see the fire alarm control panel. drawing below). LISTINGS AND APPROVALS FIRE SUPPRESSION ■UL Listed:S4935 SYSTEM ABORT ■FM Approved:J.1.3012391 ■CSFM:7165-0595:113 ■MEA(NYC):49-03-E 0 EXPANSION MODULES AND ACCESSORIES PUSH AND HOLD Auxiliary Relay Module(Part No.430529). Four relays per module are available as required.Dual hazard applications will require two ; Puise. modules for auxiliary relay operation.Each relay module has a manual disconnect switch that controls relays 2 through 4(Trouble Relay is Abort Switch 006550 not controlled). Relay outputs are required to be connected to 15 A maximum circuit breaker. Operation is per the following actions: Relay 1 activates on any trouble associated with its hazard Relay 2 activates on any alarm associated with its hazard Relay 3 activates for pressure switch as required per application or actuates with second zone for cross-zoned systems(hazard specific) Relay 4 activates when the hazard specific RAC activates Dual Circuit Class A Adapter Module(Part No.430531).This module converts two Class B circuits to Class A operation.It consumes no addi- tional current and is compatible with IDCs,SPMs,and NACs.Up to four modules may be mounted within the AUTOPULSE Z-10 cabinet. 7 1 i MOUNTING REFERENCE INFORMATION BOX WIDTH 14 5/8 IN. 372 mm) KNOCKOUTS ARE LOCATED ON TOP AND SIDES (TOP AND SIDE VIEWS ARE SHOWN O O O O O WITH DOOR INSTALLED) '------------------------------------------------------------' BOX DEPTH 414 IN. 11 1/4 IN.(286 mm) (108 mm) (- i o ri 8 8 Class A adapter boards AUX. DOOR THICKNESS 0 0 0 0 0 0 0 0 relay 5/8 IN.(16 mm) module 1 �, o Aux. o wm.s o relay 13 1/2 IN. Main board o _. o module 2 (343 mm) p�..-3 ,,,o ^^O (483 mm) or �a-o AC input o � O Battery Area FNoconduit or wiring in this area O 006555 131/4 IN.(337 mm) (FRONT VIEW MODULE PLACEMENT REFERENCE SHOWING NOTE:FOR SEMI-FLUSH MOUNTING,CABINET MOUNTING HOLE DIMENSIONS,OPTIONAL CLASS A ADAPTER MUST EXTEND 1 1/2 IN.(38 mm) MODULES,AND OPTIONAL RELAY MODULES) MINIMUM FROM WALL SURFACE NOTE:A SYSTEM GROUND MUST BE PROVIDED FOR EARTH DETECTION AND TRANSIENT PROTECTION DEVICES.THIS CONNECTION SHALL BE MADE TO AN APPROVED,DEDICATED EARTH CONNECTION PER NFPA 70,ARTICLE 250,AND NFPA 780. . ORDERING INFORMATION Part No. Description 430525 AUTOPULSE Z-10 FACP, 120/240 VAC Note:Proper operation of release control systems requires that the system design,installation,and maintenance be performed correctly and in accordance with all applicable local and national codes,and equip- ment manufacturer's instructions.No liability for total system operation is assumed or implied. ti[�CO One Stanton Street +1-715-735-7411 Copyright 02011 Tyco Fire Protection Products Fire Protection All rights reserved. Products Marinette,WI 54143-2542 www.ansul.com Form No.T-2011241 ( ANSUL® Detection and Control Components 3 a ,-• -_, . I> - •a SLR-24 Photoelectric Smoke Detector Features DIMENSIONS–NS6-224 BASE 17/8 IN, • Low profile,1.8 in.(46 mm)high–with base TO 4 IN.SQUARE OR 7116 IN. (47 mm) 4IN.OCTAGON (11 mm) • 2 or 4 wire base compatibility,relay bases avallabie OUTLET BOX • Highly stable operation,RF/rransient protection • r Low standby current,45pAat 24 VDC 57181N. • Two built-in power/sensitivity supervision/alarm LEDs O o (149 mm) ' • Non-directional smoke chamber • Vandal resistant security locking feature • Built-in magnetic go/no go detector test feature • Removable smoke labyrinth for cleaning or.replacement DIMENSIONS–NS4-224 BASE 17,8IN. • Automatic Sensitivity window verification function meets (47 mm outlined requirements in NFPA 72, Chapter 7, Inspection, T031N. 5/16 IN* N �I Testing and Maintenance OCTAGON (s mm> OUTLET BOX • Compatible with 6w-?_4 Ionization oeiectors • Backwards compatible with SLK and SIH detectors 4)0.0462U 315116IN.Applications (100 mm) The SLR-24 Photoelectric Smoke Detectors are Intended foruse in commercial, industrial,and institutional buildings.The detectors are placed primarily in clean, indoor environments where early warning fire detection is required. The detectors are used in combination with an ANSUL DIMENSIONS–HSB-21 BASE AUTOPULSEe Control System and an Ansul fire suppres1 15/16- sion system for automatic detection, alarm, equipment con- TO 9n (49MM) 8IN. "' 4 w.SQUARE OUTLET sox trol,and fire suppression system release capabilities. (14 mm) � Uescriptlon The SLR-24 photoelectric smoke detector utilizes two bicolor 57re IN. LEDs for indication of status. In a normal standby condition (149 mm) t the LEDs flash Green every 3 seconds. When the detector senses that its sensitivity has drifted outside the UL listed sensitivity window the LEDs will flash Red every 3 seconds. 0 When the detector senses smoke and goes into alarm the TO3OR4IN. status LEDs will latch on Red. OCTAGON OUTLET BOX The detector utilizes an infrared LED light source and silicon DIMENSIONS–HSC-224RA BASE photo diode receiving element in the smoke chamber. In a normal standbycondition,the receiving element receives no 11 0IN. (63 m) g � (Si mm) light from the pulsing LED light source. In the event of a fire, TO 4 IN.SQUARE OR (Z9 mm)—* "— smoke enters the detector smoke chamber and light Is 4I LON OTsoz" reflected from the smoke particles to the receiving element. The light received is converted into an electronic signal. Signals are processed and compared to a reference level, ° 57/8 IN. and when two consecutive signals exceeding the reference (149 mm) level are received within a specified period of time, the time delay circuit triggers the SCR switch to activate the alarm signal. The status LEDs light continuously during the alarm tea, period. 2-1.06 3-18 t ♦ r Technical Information Mounting Guidelines Detector Base/Control Unit Compatibility The detector bases are designed for surface mounting.The Detector AUTOPULSE detector head can be inserted or removed from the base Base FOUR 442R, I0-301, IQ-396X without disrupting the wiring connections. ► (Part No.) 442D MMX-2,10-636X The following bases are compatible with the SLR-24 NS6-224(427598) No Yes Yes Photoelectric Detector: HSB-21 (417457) Yes No No Base Type of Mounting Box NS4-224(427599) No Yes Yes HSB-21 4 in.Octagon,4 in.Square HSC-224RA(416849) 2 wire only` No No N84-224 3 in.Octagon NS6-224 4 in.Octagon,4 in.Square Note:2-wire Single Zone or Cross Zone only,not for use on Counting Zone Circuit HSC-224RA 4 in.Octagon,4 in.Square Rated Voltage:.......................17.7 to 33.0 VDC HSC-224RA RELAY CONTACT TERMINAL STRIP Working Voltage:.................. ..... 15 to 33.0 VDC Surge Current: ................. .. ... 160NA @ 24 VDC Normal Current: .................. .45pA @ 24 VDC i ORANGE WIRE G Q+ i VIOLETWIRE NC Q 2' Alarm Current:.............150 mA maximum @ 24 VDC `YELLOW WIRE No Q 3 Ambient Temperature:....+32 OF to+120 OF(0°C to 49°C) ;GRAY WIRE NO Q+ 4 Humidity:........... ..............95%R.H.maximum GREEN WIRE NO U+ 51 Color:.............................. .....Bone Whitei BLUE WIRE G Q 61 Sensitivity Test Feature: ......Automatic sensitivity window ` -Tel CONNECTIONS j verification test 004M WIRING DIAGRAM—TWO WIRE OPERATION Listinas and Aoorovals' ' WrJ.vl'f Ji Were rV-- - EXAMPLE ONLY.NOT ALL UL................ ............. .............S1383 ANNUNCIATORS HAVE INLINE N54 BASE NS6 BASE RESISTANCE. EOL RESISTOR ULC........... .. .. .. .., .. ., ,.,.CS463 (+) NOTE:WIRING California State Fire Marshal(CSFM).......7272-0410:107 '0 TERMINALS ► FOR THE Nsa Factory Mutual(FM)).. ............... ... ....105A1.AY AUTO- AND NS6 ARE PULSE(—) CONTROL IDENTICAL MEA............. ...... ...................28491-E PANEL -Listings and Approvals are under HOCHIK(AMERICA CORPORATION G ANNUNCIATION DEVICE MUST BE 430 OHM Ordering Information CURRENT LIMITED TO W MA[�u VDC RESISTOR Shipping MAXIMUM NOT CURRENT LIMITING Weight CURRENT COULD RESULT IN DAMAGE TO IN4003 DIODE MUST BE g THE DETECTOR OR — WITH INSTAIN LLED OHMS Part NO. Description lb. (kg) CAUSE A NO ALARM CoNDITION. 4 RESISTOR WHEN BASE 3 5 IS USED TO OPERATE 427596 SLR-24 Photoelectric Detector ;1 =(0-4 REMOTE LED.a , 4c7598 a - (0.2) 427599 NS4-224 Base 0.5 (0,2) 417457 HSB-21 Base 0.5 (0.2) WIRING DIAGRAM—HSB-21 AND HSC-224RA* 416849 HSC-224RA Relay Base 0.5 (0.2) STANDARD BASES,STYLE B '415730 Test Magnet 0.5 (0.2) EOL RESISTOR 415802 TSE-A100 Smoke Generator 5.0 (2.3) 51 St L3 L4 L3 L4 S2 L2 S2 L2 W M ! (—} REMOTE LED(16 mA MAX) (—y r REMOTE LED 004M SYSTEM COMMON(DC RETURN) - Do not wire HSC-224RA to remote LED as shown.Annunciation for the relay base (HSC-224RA)must be wired to the relay contacts using external power. ANSUL and AUTOPULSE are trademarks of Maul Incorporated or its affiliates. TYCO SAFETY PRODUCTS,MARINETTE.WI 54143.2542 715.735.7411. Form No.F-200084-1 ®2006 Msul Incorporated ANSUL® Detection and Control Components �. ,� ,�•. ., , t „ ,,,. _ f., k, Electric Manual Pull Station Features STANDARD PULL STATION • UL Usted/FM Approved Ire IN. • Approved for ADA ��ir' • Dual action • Die-cast metal construction • Terminal block p(J5 • Optional auxiliary contacts 4 111/16 IN. • Flush mounts on single gang box l� n,9 mm) • Surface mount back box available • Weatherproof back box available • High-gloss red enamel finish • Customized labels 3 V4 IN. �.en • Keved to match AUTOPULSE®control units (93 mm) Applications WEATHERPROOF PULL STATION The Electric Manual Pull Station is a cost-effective, feature- packed, non-coded manual fire alarm pull station. It was designed to meet multiple applications with the installer and end-user in mind. F� ' The pull station provides the AUTOPULSE control panels with an alarm initiating input signal. Its innovative design, �F durable construction, and multiple mounting options make PU the pull station simple to install,maintain,and operate. Q�l 11116 l (119 Description The Electric Manual Pull Station is a high-quality, die-cast metal, dual action fire alarm pull station available with a SPST,DPST or DPDT switch with terminal strip connections. �. The contacts are rated for 1 Amp at 30 VDC.Gold plating on 31/41N. 3 3 mm) (83 mm) / �(83 mm) the contacts avoid the risk of corrosion. All models in the y series have been tested by UL for compliance to the latest �'�" requirements of the American with Disabilities Act(ADA). The Electric Manual Pull Station is operated by pushing in PULL STATION the top bar and pulling the handle on the front of the station ►as far down as it will go.At this point, the handle locks Into ►place and is easily visible from up to 50 ft. (15 m). Opening \ the station with the key, placing the handle in the normal upright position and re-locking the station resets the pull station. F/R ►The addressable ready pull station comes with a bracket on °�sy F s3/aIN. the back for securing the FMM-101 Mini Monitor Module, a 1 p72mm) Part No. 428098 (sold separately). The terminal block pro- vides clamping plates for easy connection to the SLC loop and N.O. switch contacts. An end-of-line resistor for the AUTOPULSE I0-301 and AUTOPULSE IQ-396X is factory ►installed across the switch contacts. 33/4IN• (95 mm) 3 3/4 IN. (95 mm) a085.1 2.1.06 3-32 TECHNICAL INFORMATION WIRING-SPST PULL STATION Conventional �- — — — �---- — — — 1 Switch Ratings:. . ... ... . ... ... .. ..... 1 A@ 30 VDC 1 A @ 120 VAC. I Switch Type:.... .... .......... ........SPST or DPST Terminal Size: ... . ................ ..Up to 14 AWG Color: ..... ..........Red with raised white letters,white PUSH/PULL HANDLES with raised red letters I ( I Weather Proof with Weather Proof Back Box . . .NEMA 3R I I I ExplosIQn-proof — Switch Ratings: . .... . .. ............. .1 A @ 30 VDC, __ 10 A @ 120 VAC CONTROL UNIT O AUTOPULSE D DEVICE C M92s EOLR Switch Type:. ... . ... ......... .. ... . ... .. ....DPDT Terminal Size: .. ......... .............Up to 14 AWG WIRING-DPST PULL STATION Humidity: .. ..90%Relative at 100 OF 37.7°F i '-' —— -- I i — — — — I Explosion Hazard Classifications: .Class I Groups B,C,D; Class ii Groups E,F,G;Class III Weatherproof Classifications: ....... ....NEMA Type 4X Other Classifications:. . ..... . ....... . UL Marine Listing f Conduit Fittings:..... .......... ...... ... . ....... .2 i I Conduit Fitting Size:....... ...... I....3/4 in.-14 NPT v- PUS1l41W L handles with raised red letters � EOLR TO AUTLSE NEXT, LISTINGS AND APPROVALS' CONTROL DEV °D`02a ' UL. .. ..... . ... ....... . .. ..... ........ . . . ..S5654 ' UL(Explosion-proof Model) . .... .... ..... ...E 192506 WIRING-EXPLOSION PROOF PULL STATION ULC. . ..... ........ ... .... ....... .. .. . .....Listed i-----I -----.—I Factory Mutual .. .. . .. ............. .. ... ...Approved California State Fire Marshal(CSFM) .... .7150-1408:107 I ( I I MEA. . ..... .... .......... .. . ... .. . .. ....382-94-E LI&Va and Apmmals are under S4rd Cammonicaums CaperaVon I I 1 171 ORDERING INFORMATION I I ( I Shipping ( 11§1@1@1 1 Part Weight NDL Description lb. JW 428655 Manual Pull Station,SPST 1 (0.45) TOAUTOPULSE To NEXT EOLR 428656 Manual Pull Station,DPST 1 (0.45) CONTROL UNIT DEVICE 428657 Explosion Proof Manual Pull Station 1 (0.45) o428658 Manual Pull Station, 1 (0.45) WIRING-ADDRESSABLE READY PULL STATION Addressable Ready FMM-101 428659 Weatherproof Back Box 1 (0.45) 426660 Surface Back Box 1 (0.45) BLACK 428661 Break Rod 1 (0.45) 0.45 ' 418336 Key 1 ( ) VIOLET RED 428654 Label Packet 1 (0.45) YELLOW TO AUTOPL EO LR I0.301 or 10.396X aawr � ANSUL and AUTOPULSE are trademarks of Ansul Incorporated or its affiliates. TYCO SAFETY PRODUCTS.MARNEPTE,wi 54143.2542 715.735-7411 Form No.F-2001732-1 02006Ansul Incorporated s t, APJSUL® Detection and Control Components r i � Abort Switch i4 �..r. ,44ti ,�. Features TYPICAL WIRING DIAGRAMS - Stackable,screw-terminal,contact blocks ABORT SWITCH(SERIES) • Compatible with AUTOPULSE®control units EOL RESISTOR r --— I • Surface-mount assemblies listed by Underwriters I Laboratories,Inc. • Components mounted on stainless steel switch plate r UNIT Applications ''---� ( ABORT�CIR pp N.C.ABORT TERMINAIs' The Abort Switch is used to momentarily interrupt the release SWITCH (--------- circuit signal when the control unit is in the alarm condition. As long as the abort pushbutton is held in, the fire suppres- ABORT SWITCH(PARALLEL) sion system will not release. (Note:When the control unit is programmed for IRI compliance,the abort will not be effec- tive EOL RESISTOR after pre-discharge.)When the pushbutton is released, � (y the release circuit is activated (unless the control unit has _ ! I been reset to the non-alarm condition). { ! `1x ! ! t R Description N.O.ABORT I AABOCONTROL RTCI CU The Abort Switch assembly consists of a momentary- SWITCH L TERMINALS• IT contact pushbutton switch, normally-open contact block, SEE CONTROL UNIT MANUAL FOR SPECIFIC WIRING REQUIREMENTS. normally-closed contact block, and stainless steel switch plate with silk-screened label. Surface-mount assemblies Ordering Information include a single-gang weather-proof box with three 1/2 in. Shipping I.P.S.threaded conduit outlets and gasket. Weight The stackable,screw-terminal contact blocks are rated for 28 Part No. Description Ib. (kg) VDC @ 1.1 amp make/break or 6 amp continuous carry. 76494 Abort Switch,Surface-Mount 1.0 (0.45) Listings and Approvals 76495 Abort m c , us - un (0.45) The switch is UL listed(53623)when installed in the surface- 76485 Extra Contact Block, N.C. 0,25 (0.11) mount box (with gasket) that is provided with the surface- 76486 Extra Contact Block,N.O. 0.25 (0.11) mount assembly. ANSUL and AUTOPULSE are registered trademarks. MOUNTING DIMENSIONS SURFACE-MOUNT FLUSH-MOUNT 27181N. ��_2SAIN._}� +_2318 IN.(73 mm}� (67 mm} (BO mm) to ANSUL FIRE SUPPRESSION SYS(�TTEMM A`BBO�RT �.+' 4 576 IN. 0 (117 mm) 0 PUSH AND HOLD 0 3-34 ANSUL INCORPORATEO.ONE STANTON STREET,MARINETTE,WI 54143.2542 715-7357411 Form No.F-95111 51995 Ansul incorporated Litho In U.S.A ANSUL® Detection and Control Components 1 � k �4 t.r�.1. ";: I�''� g Key Maintenance Switch Features TYPICAL WIRING DIAGRAM • Stackable,screw-terminal,contact blocks KEY-OPERATEO CONTROL UNIT LOCK-OUT SWITCH RELEASE CIRCUIT • Compatible with AUTOPULSE®control units 24 VDC TERMINALS"'K---- ACTUATOR 1 `� • Surface-mount assemblies listed by Underwriters Laboratories,Inc. • Components mounted on stainless steel switch plate ! "'O' W I I Applications 1 POLARITY IS NN The Key Maintenance Switch is used to interrupt the release I ( NAtARRM circuit signal to the fire suppression system. It is key-operat- (---- ---)24 VDC POWE 10ND1 "N- ed to allow authorized personnel to deactivate the release circuit during service or maintenance.An indicator lamp, 24 VDC located on the switch plate,will light when the switch is in the INDICATOR LAMP "lock-out' mode to serve as a reminder that the release cir- 'SEE CONTROL UNIT MANUAL FOR SPECIFIC WIRING REOUIREMENTS. cuit has been disconnected. Description Ordering Information The Key Maintenance Switch assembly consists of a key- Shipping operated switch,24 VDC indicator lamp,normally-open con- Weight tact block, normally-closed contact block,and stainless steel Part No. Descri tion Ib. (kg) switch plate with silk-screened label. Surface-mount assem- blies include a double-gang weather-proof box and gasket. 76498 Maintenance Switch,Surface-Mount 2.0 (0.9 The stackable,screw-terminal contact blocks are rated for 28 76499 Maintenance wt c , us - ount VDC Q 1.1 amp make/break or 6 amp continuous carry. 76485 Extra Contact Block,N.C. 0.25 (0.11) Listings and Approvals 76486 Extra Contact Block,N.O. 0.25 (0.11) The switch is UL listed when installed in the surface-mount 78179 Spare Key 0.25 (0.11) box (with gasket) that is provided with the surface-mount 1-470273 Extender-Back Box 0.25 (0.11) assembly. MOUNTING DIMENSIONS SURFACE-MOUNT FLUSH-MOUNT 4 11116 IN. 31J81N. 2 314 IN. ~-(119 mm) * �'--(70 mm) ' (70 mm) 0 0 NORMAL ,El I LOCK-OUT (�//�/\��/�/��)►J 4 518 IN. (117 mm) AIUSUL FIRE SUPPRESSION SYSTEM ABORT 0 ANSUL and AUTOPULSE are trademarks of AnsN Incorporated or Its aRGates. IIS 3-33 ANSUL INCORPORATED,ONE STANTON STREET,MARINETTE,WI 54143.2542 715.735-7411 Fort No,F-95110.1 02003 Ansul Incorporated Utho 1n U.S.A. t . Wheelock* Exceder"m Series 00 COOPER Notification Strobe, Horn Strobe, and Horn Notification Appliances - Ceiling Wall Description: The Wheelock°ExcederTm Series of notification appliances feature a sleek modern design that will please building owners with reduced -Save up to 48% in current draw's total cost of ownership. Installers will benefit from its comprehensive feature list, including the most candela options in one appliance, low current draw,no tools needed for setting changes,voltage test -Up to 9 models now in 1 appliance points, 12/24 VDC operation,universal mounting base and multiple mounting options for both new and retrofit construction. -Save up to 14%cost of installation** The Wheelock®ExcederTm Series incorporates high reliability and high efficiency optics to minimize current draw allowing for a greater number of appliances on the notification appliance circuit.All strobe models feature an industry first of 8 candela settings on a single Sleek Modern Aesthetics appliance.Models with an audible feature 3 sound settings(90,95, 99 dB).All switches to change settings,can be set without the use of a tool and are located behind the appliance to prevent tampering. Finger Slide Switches Wall models feature voltage test points to take readings with a voltage meter for troubleshooting and AHJ inspection. ® TM Voltage Test Points The Wheelock ExcederTm Series of wall and ceiling notification appliances feature a Universal Mounting Base (UMB) designed to simplify the installation and testing of horns, strobes, and combination horn strobes. The separate universal mounting Multiple Voltages base can be pre-wired to allow full testing of circuit wiring before the appliance is installed and the surface is finished. It comes complete with a Contact Cover for protection against dirt,dust,paint 3 Audible Settings and damage to the contacts. The Contact Cover also acts as a 90,95,99 dB shunting device to allow pre-wire testing for common wiring issues. The Contact Cover is polarized to prevent it from being installed incorrectly and prevents the appliance from being installed while 8 Candela Settings*** it is on the UMB. When the Contact Cover is removed the circuit Wall-15/1575/30/75/95/110/135/185 will show an open until the appliance is installed.The UMB allows Ceiling-15/30/60/75/95/115/150/177 for consistent installation and easy replacement of appliances if required. Wall models provide an optional locking screw for extra , Universal Mounting Base *** secure installation, while the ceiling models provide a captivated v Ceiling and Wall screw to prevent the screw from falling during installation. Mounts to 5 Backbox types Environmentally Friendly Low Current Draw Compatibility and Requirements -Synchronize using the Wheelock'Sync Modules or panels with built-in Wheelock'Patented Sync Protocol -Compatible with UL"Regulated Voltage"using filtered VDC or unfiltered VRMS input voltage -Strobes produce 1 flash per second over the"Regulated Voltage"range *Compared to competitive models ***Patented **Compared to previous models � t NOTE:All CAUTIONS and WARNINGS are identified by the symbol A.All warnings are printed in bold capital letters. A WARNING: PLEASE READ THESE SPECIFICATIONS AND ASSOCIATED INSTALLATION INSTRUCTIONS CAREFULLY BEFORE USING,SPECIFYING OR APPLYING THIS PRODUCT. VISIT WWW.COOPERNOTIFICATION.COM OR CONTACT COOPER NOTIFICATION FOR THE CURRENT INSTALLATION INSTRUCTIONS. FAILURE TO COMPLY WITH ANY OF THESE INSTRUCTIONS,CAUTIONS OR WARNINGS COULD RESULT IN IMPROPER APPLICATION, INSTALLATION AND/OR OPERATION OF THESE PRODUCTS IN AN EMERGENCY SITUATION,WHICH COULD RESULT IN PROPERTY DAMAGE,AND SERIOUS INJURY OR DEATH TO YOU AND/OR OTHERS. General Notes: General Notes: •Strobes are designed to flash at 1 flash per second minimum over their"Regulated Voltage Range". •All candela ratings represent minimum effective strobe intensity based on UL Standard 1971. Series Exceder Strobe products are Listed under UL Standards 1971 and 464 for indoor use with a temperature range of 32°F to 120°F(0°C to 49°C)and maximum humidity of 93%(t 2%)UL 464(85%UL 1971). •Series Exceder horns are under UL Standard 464 for audible signal appliances(Indoor use only). Low Current Draw = Fewer Power • • Strobe Ratings per UL Standard 1971 UL Max Current* 24 VDC/24 FWR 12 VDC Model Regulated Voltage 15 15/75 30 60 75 95 110 115 135 150 177 185 15 15/75 Range VDC ST 8.0-33.0 0.057 0.070 0.085 �" 0.135 0.163 0.182 ''' 0.205 0.253 0.110 0.140 STC 7-77717-77- 8.0-33.0 0.061 0.085 0.103 0.135 0.163 0.182 �� 0.205 0.253 Horn Strobe Ratings per UL 1971 &Anechoic at 24VDC AnechoicUL Max Current*at • .:A 24 VDC 12 VDC Model Regulated Voltage 15 15/75 30 60 75 95 110 115 135 150 177 185 15 15/75 Range VDC 7777�- HS 8.0-33.0 0.082 0.095 0.102 .d7,-, 0.148 0.176 0.197riMx?m��ti 0.242 g 0.282 0.125 0.159 HSC 8.0-33.0 0.082 „ @�dFri/�l 0.102 0.141 0.148 0.176 'H`�''�" 0.197 0.242 0.282 171/l/"r'i6°j4p AnechoicUL Max Current*at •: 24 VDC 12 VDC 7771 15 15/75 30 60 75 95 110 115 135 150 177 185 15 15/75 8.0330.073 0.083 0.087 0.139 0.163 0.186 0.230 ���,���oi,,,,< 0.272 0.122 0.153 r�; 0.073 0.087 0.128 0.139 0.163 0.186 iii%i��; 0.230 0.272 0.122 AnechoicUL Max Current*at •1 •:' 24 VDC 12 VDC Model Regulated Voltage 15 15/75 30 60 75 95 110 115 135 150 177 185 15 15/75 Range VDC HS 8.0-33.0 0.065 0.075 0.084 0.136 0.157 0.184 E 0.226 da 0.267 0.120 0.148 HSC 8.0-33.0 0.065 0.084 0.120 0.136 0.157 , 0.184 0.226 0.267 .120 Horn Ratings per UL Anechoic Regulated Voltage Model Range VDC 99 d6 95 dB 90 d6 HN 16-33.0 0.064 0.044 0.022 HNC 16-33.0 0.084 0.044 0.022 i HN 8.0-17.5 0.047 0.026 0.017 HNC 8.0-17.5 0.047 0.026 0.017 Ip I UL max current rating is the maximum RMS current within the listed voltage range(16-33 VDC for 24 VDC units). For strobes the UL max current is usually at the minimum listed voltage(16 VDC for 24 VDC units). For audibles the max current is usually at the maximum listed voltage(33 VDC for 24 VDC units).For unfiltered ratings,see installation instructions. e t y Specification & Ordering Information Sync w/ Model Strobe DSM or 12/24 VDC* Mounting Candela Wheelock Power Options Supplies HSR •, 15/1575/30/75/95/110/135/185 X X UMB** HSW 15/1575/30/75/95/110/135/185 X X UMB** HSRC 15/30/60/75/95/115/150/177 X X UMB** HSWC 15/30/60/75/95/115/150/177 X X UMB** • .. e STR- , 15/1575/30/75/95/110/135/185 X XUMB** STW 15/1575/30/75/95/110/135/185 X X UMB** e STRC 15/30/60/75/95/115/150/177 X X UMB** STWC • 15/30/60/75/95/115/150/177 X X UMB** e HNR X X UMB** HNW X X UMB** HNRC .. X X UMB** HNWC X X UMB** *12 VDC models feature 15&15/75 settings **UMB=Universal Mounting Base Model Legend HN = Horn A =Agent Lettering ST =Strobe (Strobes only) • � �a� � HS = Horn Strobe AL=Alert Lettering C =Ceiling Mount (Strobes only) r ' W =White N =No Lettering R = Red (Strobes only) . ' Example 1: STRC=Strobe,Red,Ceiling Mount r Example 2: HSR=Horn Strobe,Red,Wall Mount Example 3: HSW=Horn Strobe,White,Wall Mount Example 4:STW-AL=Strobe,White,Wall Mount,Alert Lettering Example. Example: HSWC "Al p� 'T4 Jr f/i 74 p t ti *UMB Contact Cover NOTE:Due to continuous development of our products,specifications and offerings are subject to change without notice in accordance with Cooper Wheelock Inc.,dba Cooper Notification standard terms and conditions. Architects and Engineers Specifications The notification appliances shall be Wheelock'Exceder'" Series HS Audible Strobe appliances, Series ST Visual Strobe appliances and Series HN Audible appliances or approved equals.The Series HS and ST Strobes shall be listed for UL Standard 1971 (Emergency Devices for the Hearing-Impaired)for Indoor Fire Protection Service. The Series HS and HN Audibles shall be UL Listed under Standard 464 (Fire Protective Signaling). All Series shall meet the requirements of FCC Part 15 Class B.All inputs shall be compatible with standard reverse polarity supervision of circuit wiring by a Fire Alarm Control Panel(FACP)with the ability to operate from 8 to 33 VDC. Indoor wall models shall incorporate voltage test points for easy voltage inspection. The Series HS Audible Strobe and ST Strobe appliances shall produce a flash rate of one (1)flash per second over the Regulated Voltage Range and shall incorporate a Xenon flashtube enclosed in a rugged Lexan®lens.The Series shall be of low current design. Where Multi-Candela appliances are specified,the strobe intensity shall have 8 field selectable settings at 15, 15/75, 30, 75,95, 110, 135, 185 candela for wall mount and 15, 30, 60, 75, 95, 115, 150, 177 candela for ceiling mount. The selector switch for selecting the candela shall be tamper resistant. The 15/75 candela strobe shall be specified when 15 candela UL Standard 1971 Listing with 75 candela on-axis is required(e.g.ADA compliance). Appliances with candela settings shall show the candela selection in a visible location at all times when installed. The audible shall have a minimum of three(3)field selectable settings for dBA levels and shall have a choice of continuous or temporal (Code 3)audible outputs. The Series HS Audible Strobe,ST Strobe and Series HN Audible shall incorporate a patented Universal Mounting Base that shall allow mounting to a single-gang,double-gang,4-inch square, 3.5-inch octal,4-inch octal or 100mm European type back boxes. Two wire appliance wiring shall be capable of directly connecting to the mounting base. Continuity checking of the entire NAC circuit prior to attaching any notification appliances shall be allowed. Product shall come with Contact Cover to protect contact springs. Removal of an appliance shall result in a supervision fault condition by the Fire Alarm Control Panel(FACP). The mounting base shall be the same base among all horn,strobe, horn strobe,wall and ceiling models. All notification appliances shall be backwards compatible. The Series HS and ST wall models shall have a low profile measuring 5.24"H x 4.58"W x 2.19"D. Series HN wall shall measure 5.24" H x 4.58"W x 1.6" D. The Series HSC and STC shall been round and have a low profile with a diameter of 6.68"x 2.63"D. Series HNC ceiling shall have a diameter of 6.68"x 1.50"D. When synchronization is required,the appliance shall be compatible with Wheelock"s DSM Sync Modules,Wheelock®Power Supplies or other manufacturer's panels with built-in Wheelock®Patented Sync Protocol.The strobes shall not drift out of synchronization at any time during operation. If the sync protocol fails to operate,the strobe shall revert to a non-synchronized flash-rate and still maintain(1) flash per second over its Regulated Voltage Range.The appliance shall also be designed so that the audible signal may be silenced while maintaining strobe activation when used with Wheelock®synchronization protocol. Wall Appliances—UL Standard 1971, UL Standard 464,California State Fire Marshal(CSFM), ULC, FM Ceiling Appliances—UL Standard 1971, UL Standard 464,California State Fire Marshal(CSFM), ULC, FM NEM WE ENCOURAGE AND SUPPORT NICET CERTIFICATION 3 YEAR WARRANTY Exceder- Spec Sheet 6/11 NJ Location 273 Branchport Ave. Long Branch,NJ 0 800-631-2148 : 0 www.coopernotification.com Cooper Notification is Wheelock'® SAFEPATH' waves, 5b � COOPER Notification �� i i HEADQUATERS: 190,P0 70 Lucke Street. encore E Pawtucket,RI 02860 WEBSITE: HOLDINGS www.EncoreHoldingsCo.com PHONE: _m 1.877.489.6263 Bake — N — JoY 351 Willow Street South North Andover, M.A. Clean Aizent Fire Suppression System CALCULATION SUBMITTAL FIRE SUPPRESSION � r ALLSTATE U.S. Fare Group SYSTEMS GROUP ELECTRIC IFIRE SYSTEMS �_ •� a pyAhem Pyro-Chem FM-200 Flow Calculation-PYCM3.04b UL:EX4986 Project:Bake-N-Joy File Name:Bake and Joy-Permit CaIc.FLC Consolidated Report Customer Information Company Name: CMC Address: 351 Willow St North Andover, MA 01845 Phone: (401)-339- 1234 Contact: Greg Susko Title: Project Manager Project Data Project Name: Bake-N-Joy Designer: Jeff Boudreau Number: F.S.S.G.Job#: 1 -SUI- 13829 Account: Location: 351 Willow Street South North Andover,M.A. Description: Installation of a FM-200 clean Agent Fire suppression System in server room. 017 e�,��iresrn i fit, OF OF S A 1 all f 11A�` Page: 1 of 7 Calculation Date/Time: Friday, June 21, 2013, 10:11:51 AM Copyright(c)Hughes Associates, Inc. Licensed to:Pyro-Chem gyro-Chem Consolidated Report Enclosure Information Elevation: 0 ft(relative to sea level) Atmospheric Correction Factor: 1 Enclosure Number: 1 Name: Server Room Enclosure Temperature... Minimum: 70 F Maximum: 70 F Maximum Concentration: 7.238% Design Concentration... Adjusted: 7.237 % Minimum: 7.170% Minimum Agent Required: 69.3 lbs Width: 11.0 ft Length: 20.0 ft Height: 9.0 ft Volume: 1980.0 cubic ft Non-permeable: 0.0 cubic ft Total Volume: 1980.0 cubic ft Adjusted Agent Required: 70.0 lbs Number of Nozzles: 1 Page: 2 of 7 Calculation Date/Time: Friday, June 21, 2013, 10:11:51 AM Copyright(c)Hughes Associates, Inc. Licensed to: Pyro-Chem i j4 y r p ro-Chem y Consolidated Report Agent Information Agent: FM-200/Propellant N2 (FM-200 is a Trademark of DuPont) Adjusted Agent Required: 70.0 lbs Cylinder Name: 32L DOT Container Assy Cylinder Part Number: 570005 Number of Main Cylinders: 1 Number of Reserve Cylinders: 0 Manifold: No Manifold Pipe Take Off Direction: Horizontal Agent Per Cylinder: 70.0 lbs Fill Density: 61.9 lbs/cubic ft Cylinder Empty Weight: 57.5 lbs Weight,All Cylinders+Agent: 127.5 lbs Floor Area Per Cylinder: 0.55 square ft Floor Loading Per Cylinder: 234 lbs/square ft Pipe Network Part 1 - Pipe Pipe Description Start End Type Diameter Length Elevation Main Cyl. X 1 0 1 1 in 2.73 ft 2.73 ft Flex Hose 1 2 1 in 0.26 ft 0_.00 ft Flex Hose 2 3 1 in 1.33 ft _ 1.33 ft Pipe 3 4 US40B 1 in 5.50 ft 5.50 ft TS Pipe 4 5 US40B 1 in 5.50 ft 0.00 ft TS Pipe 5 6 US40B 1 in 10.00 ft 0.00 ft TS Pipe/E1-N1 6 7 US40B 1 in 1.00 ft -1.00 ft TS Page: 3 of 7 Calculation Date/Time: Friday, June 21, 2013, 10:11:51 AM Copyright(c)Hughes Associates, Inc. Licensed to: Pyro-Chem Pyro-Chem Consolidated Report Part 2 - Equivalent Length Start End 90 45 Thru Side Union Other Added Total 0 1 0 0 0 0 0 0.00 ft 20.0 ft 1 2 0 0 0 0 0 1inFlexN1 0.00 ft 0.3 ft 2 3 1 0 0 0 0 1 inFlexN2 0.00 ft 10.0 ft 3 4 0 0 0 0 0 ----O.00-ft 5.5 ft 4 5 1 0 0 0 0 0.00 ft 7.2 ft 5 6 1 0 0 0 0 0.00 ft 11.7 ft 6 7 1 0 0 0 0 0.00 ft 2.7 ft Part 3 - Nozzles Start End Flow Name Size Type Nozzle Area 0 1 70.0 lbs 1 2 70.0 lbs 2 3 70.0 lbs 3 4 70.0 lbs 4 5 70.0 lbs 5 6 70.0 lbs 6 7 70.0 lbs E1-N1 1 in 8 Port-BR 0.4772 square in Parts Information Total Agent Required: 70.0 lbs Cylinder Name: 32L DOT Container Assy(Part: 570005) Number Of Cylinders: 1 Nozzle Type Diameter Nozzle Area Part Number E1-N1 8 Port-BR 1 in 0.4772 square in 570159 Nozzle Drill Diameter Drill Size E1-N1 0.2756 inches 7 mm Pipe: Type Diameter Length US40BTS 1 in 22.00 ft Page: 4 of 7 Calculation Date/Time: Friday, June 21, 2013, 10:11:51 AM Copyright(c)Hughes Associates, Inc. Licensed to:Pyro-Chem • rig � Pyro-Chem Consolidated Report 'Other' Items: 1 - 1 in Flexible Discharge Hose (Part: 570539) List of 90 degree elbows: 3- 1 in System Acceptance System Discharge Time: 9.6 seconds Percent Agent In Pipe: 19.8% Percent Agent Before First Tee: 0.0% Enclosure Number: 1 Enclosure Name: Server Room Minimum Design Concentration: 7.170% Adjusted Design Concentration: 7.237% Predicted Concentration: 7.238% Maximum Expected Agent Concentration: 7.238% (At 70 F) Minimum Adjusted Predicted Nozzle Agent Agent Agent Pressure Nozzle Required Required Delivered (Average) E1-N1 69.3 lbs 70.0 lbs 70.0 lbs 107 psig Page: 5 of 7 Calculation Date/Time: Friday, June 21, 2013, 10:11:51 AM Copyright(c)Hughes Associates, Inc. Licensed to: Pyro-Chem Pyro.Chem Consolidated Report Standard Isometric View E1-N1 4 in Discharge Hose 1 X 32. OT Container Assy-No Manifold W S Standard Plan View E1 Al W in Flexible Discharge Hose E 1 32L DOT Container Assy-No Manifold S Page: 6 of 7 Calculation Date/Time: Friday, June 21, 2013, 10:11:51 AM Copyright(c)Hughes Associates,Inc. Licensed to: Pyro-Chem 1 v Y i Z-10 CONTROL PANEL BATTERY CALCULATIONS BAKE-N-JOY 351 WILLOW STREET SOUTH NORTH ANDOVER, M.A. QTY PART# DESCRIPTION SUPV ALARM TOTAL TOTAL CURRENT CURRENT SUPV ALARM EACH EACH CURRENT CURRENT (amps) (amps) (amps) (amps) 1 Z-10 Agent Release Control Panel 0.1000 0.2640 0.1000 0.2640 2 427596 Smoke Detector 0.0005 0.0150 0.0010 0.0300 1 428655 Manuel Pull Station 0.0001 0.0010 0.0001 0.0010 1 HSR Horn/Strobe 0.0000 0.0820 0.0000 0.0820 1 STR Strobe Only 0.0000 1 0.0570 0.0000 0.0570 TOTALS: 0.1011 0.4340 5 Appliance Operation Time in minutes 24 Standby time in hours Total Alarm Current X Appliance Operation Time/24 0.04 Alarm Ampere Hours Total Supervisory Current X Standby Time 2.43 Supervisory Ampere Hours TOTAL: 2.46 Total Amp/Hours Required with Standby Reserve of: 20% 2.96 Amp/Hour Batteries Required 7AH 12V Batteries Submitted Note:All current draw data taken from Data Sheets r 1 - NORTH W' I . f : :. .c . . ve: 'o 10 % 0 Iq � Z oh , ver, Mass, 7X0 / scoc"Ic"t—C. ��(5 U BOARD OF HEALTH Food/Kitchen PERMIT T LD Septic System ��ii � r THIS CERTIFIES THAT ................�.:��� Com` . �rU BUILDING INSPECTOR ..... ................. ..,�.. . ....... .f:.................................................. has permission to erect.......................... buildings on .. ..�..f....oi.1/Q(u...� foundation................................ Rough to be occupied as . /in .. raps � . `"���a ......... ...... .... ......................................................................... Chimney provided that the person accethis permit shall in every respect conform to the terms of the application Final on file in this office, and to the provisions of the Codes and By-Laws relating to the Inspection,Alteration and Construction of Buildings in the Town of North Andover. PLUMBING INSPECTOR VIOLATION of the Zoning or Building Regulations Voids this Permit. Rough Final PERMIT EXPIRES IN 6 MONTHS ELECTRICAL INSPECTOR UNLESS CONSTRUCTION ARTS Rough Service ......... ... ... . .............................. Final BUILDI G INSPECTOR GAS INSPECTOR Occupancy Permit Required to Occupy Building Rough Display in a Conspicuous Place on the Premises — Do Not Remove Final No Lathing or Dry Wall To Be Done FIRE DEPARTMENT Until Inspected and Approved by the Building Inspector. Burner Street No. Smoke Det. SEE REVERSE SIDE 1. Concrete a. Place and finish footing and walls including 3,000 p.s.i. concrete, rebar reinforcing, and four (4) column piers with settings. b. Install anchor bolts (supplied by Owner). c. Supply and install forms to complete flatwork scope for one (1) door stop per plans. d. Supply and install waterstop as shown both horizontal and vertical per plans. e. Supply and install 1/2" x 8" premold on walls per plans. f. Supply and install 15 mil Stego vapor barrier under all of the slabs in this scope of work. g. Supply 1/4", 3,500 p.s.i. concrete material to complete the following: i. Place and finish eighty (80) SF of eight (8) inch thick slab on grade base slabs for the Sump and Acid and Caustic containment sump. FF20 tolerance in one (1) hand screed-tailgate/coal chute placement. ii. Place and finish three hundred thirty five (335) SF of eight (8) inch thick slab on grade flat and sloping slab as shown to FF20 tolerance in one (1) hand screed-tailgate/coal chute placement. h. Supply and install #4 rebar reinforcing at twelve (12) inches on-center, each way. i. Saw cut control joints '/4 depth of slab at column lines and ten (10) foot on-center max spacing with "SOFF-CUT" waterless equipment. j. Saturate slab, supply and install one (1) layer of PNA S-16 for a seven (7) day wet cure. k. Supply and install one (1) coat of spray-on cure (Harris Kurseal 309 or equal). I. Caulking and sealing of joints is excluded. Project Cost: $27,621.00 P l a n 0 f L a n d In North Andover, Mass. S h o w i n g "Existing Concrete Foundation Of Sewer Treatment Building 351 Willow Street South tom' Prepared For 1 f �\ F EastcOn Realty Trust /` r Muffin Realty Trust 52 O N/ (335 Willow Street) g'b' c r Scale: 1" 40' Date: December 3, 2013 \\\ Zoning Districts: Industrial 1 (North Andover) \ Existing \ Single Residence C (Andover) 479 68, Landscaping Easement Assessors Map 25 - Parcel 76 (North Andover) --- \ Assessors Map 5 - Parcel 1 (Andover) \ Existing \ \ Drainage Easement L Reference Plans & Documents: -p\\ 1. Plan No.-10147 Recorded In The North \ WF104 leo - Essex Registry Showing Parcel"A' \ Edge Of Wetlands , Revised Prepared redDFor The Bay ielDecember 31 a1985. \YF 103 �.0?j�p ,wF200 \ Lot 351 wFt00 / \ W:F p wI% a>> - 2. Plan No. 11042A Recorded In The North \ Area In North Andover Essex Registry Showing Parcel 'A' P_ \ 352,788 S.F. — $.099 Acres , Prepared For The Bayfield Company Revised Dated To February 18, 1988. O Area In Andover �wrzE1 a 3. Plan No. 12114 Recorded In The North \£0 27,418 S.F. - 0.629 Acres �wrz0� Essex Registry Showing The North ro \\`� Total Area \WFz 3 Andover Business Park Extension 380,206 S.F. — 8.728 Acres Prepared For Business Park Trust'— Bayfield Compony Revised Dated To 'P (See Deed — Book 2226 —Page 88) December 1, 1988. N \ 4. Plan No. 13530 Recorded In The North 5 a�1 \ - \WF20 Essex Registry Showing Parcel'A' PreA Doteded To NooveBmbehi 18, 1994 rust \\0.i el 5. Plan No. Recorded In The North Essex Registryistry Showing Street Acceptance '\-205 - - - (Street Layout Plan)Of Willow Street O\\.y� �� ,\ Prepared Foyr The Bayfield Company l9\O wF2o6 Edge. of Wetlands Mayep,2W7 The Town Of North Andover 'r' \G 6. Plan 7No.96750 Recorded In The North \\� Essex Registry Of The North Andover � Business Park—Dated March 23, 1984 \ Existing Building \ \WF206 7. Deed Book 10355 Page 161 \ (Bake 'N' Joy)� \ Doted June 29, 2006 (351 Willow street) �\ �y '\wF2gv /WF212 d'a \ WF209 WF211 N F Trustees Of - Phillips Academy \ \\\ - - Foundation. f5.55'301 �WF302 � . (Main Street, Andover) p1\ \\ In-my opinion, the existing concrete foundation for the Detail ——————— Fou1;a ia�' treatment building is not located in aFlood Hazard Zone `. WF303 as shown on Flood Insurance Rate MapNumber S-1.0-40' ..may \ 25009CO238F Effective Date July 3, 2012. j N ReaSF Business Park \ I �\ wF3o lty Trust \ N I Hereby Certify That The Concrete Foundation For The ` : Treatment Building On This Property is Located As (355 Middlesex Ave., Wilmington) \ rl I /WF305Shown And Complies With The Zoning Requirements Of The Town Of North Andover, Massachusetts. \ /WF306 31l3 . \ I IVF707 / \ WF313\\ WF312�—_—.—' 0 WF709-�WF� rofessional Land Surveyor \ WF311 WF31 Edge of Wetlands I - Existing 638.27' Utility \ Easement \ 20' Wide ?i5,`? 42 )?V1z,1613 \ N/F United Realty Trust \ (165 Flagship Drive) N/F United Realty Trust \\ (165 Flagship Drive) N/F Trustees Of Reservations \ \ (572 Essex St. , Beverly) \\ NIP United Realty Trust The Morin—Cameron Group, Inc. \ (165 Flagship Drive) Engineers — Surveyors — Environmental Consultants — Land Use Planners \ 447 Old Boston Road — U.S. Roue 1 Topsfield, Massachusetts 01983 887-8586 \ 1230—CFP—Sewer Bldg j