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0096 AIRPORT ROAD (2)
1�� Ua(�t J i i. i AP 294 PARCEL 71 MAP 294 O PARCEL 14 ODom / I 400 / 000lf / � �--�! ARiCING AND "• CCESS EASEMENT: 8,168 S F Q R1 PARKING SPACE !! v� { 13 NEW SPACES TOTAL WITH j' �' oia __,..._- 11 SPACES ALLOTTED TO f ! �U PLAN TO ACCOMPANY t 96 AIRPORT ROAD,LLC.) r o�' PARKING & ACCESS . ;u 1 'j� EASEMENT EXISTING �� y i 1� .� L�- #320 s r 96 &120 AIRPORT ROAD BUILDING PREPARED FOR: EXISTING O O p 'r/ BUILDING r '� 96 AIRPORT ROAD, LLC I _ 96 AIRPORT ROAD HYANNIS,MA 02601. - / — i PREPARED BY: ' kF\Tc,ITLI I2I S C A "�S Asso, I°r1`CFS I\T(,F / �\ ASRaoszraoAP.�., _ .,eQa'w _.s-- 451?RAYMOMD RD PLYMOUTH, MA 02360 eoesce,@.comcast.net Phone:506-743-9206 �� _ 0 25 50 100 FEET c^11:S08 333-7630 FAk:50E-743.02i,l SCALE: 1"=50' DATE: MARCH 15.2016 Town of Barnstable Building t rasivrn Post This Card,So That rt is Visible°From,the Street-Approved Plans IVlust beRetain-ed£on Job and this Card MustbeRKept Posted Until Final Inspection Has Been Made.'. p Where a Certificate of Occupancy is Required,such Build116&hall Not-be Occupied uht�l a Final Inspection has be i ermit ip en made Permit No. B-19-3493 Applicant Name: Brian McPhail Approvals Date Issued: 12/30/2019 Current Use: Structure Permit Type: Building-Solar Panel-Commercial Expiration Date: 06/30/2020 Foundation: Location: 96 AIRPORT ROAD, HYANNIS Map/Lot: 294-071 Zoning District: SPLIT Sheathing: . .. V - Owner on Record: 96 AIRPORT ROAD LLC Contractor,Name: Framing: 1 Address: 96 AIRPORT ROAD Contractor License: 2 HYANNIS, MA 02601 Est Project Cost: $ 181,588.00 Chimney: Description: Installation of(398)365W solar panels to total a.145.27 kw DC solar Permit Fee: $ 1,752.45 Insulation: system Fee Paid:! $ 1,752.45 Project Review Req: Date: ,.' 12/30/2019 Final: -` � -- Plumbing/Gas Rough Plumbing: , This permit shall be deemed abandoned and invalid unless the work authorized by this'permit ismcomm`enced`within six months after issuance. Final Plumbing: All work authorized by this permit shall conform to the approved applicafion and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and str'ucturesshall be in compliance with the local zoning by.-laws-and codes. Rough Gas: This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. Final Gas: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and..Fire Officials areprovided on this permit. Electrical Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing - Service: 2.Sheathing Inspection " 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed ,. a _ Rough: 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Final: 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Low Voltage Rough: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Low Voltage Final: Work shall not proceed until the Inspector has approved the various stages of construction. Health.. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: Building plans are to be available on site Fire Department All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT Final: W. Springfield, MA Pittsfield, MA (413) 781-2897 ! (888) 881-4598 1 P `° Quincy, MA Worcester, MA (617)479-2619 � (888)881-4598 Mattapoisett, MA i III 11 Cape Cod &Islands (508)758-6633 I a (888) 881-4598 Rhode Island —� Hartford, CT (888)881-4598 DBUTLER (888)881-4598 Building Commissioner or Board of Health or Inspector of Buildings Board of Selectmen Town of Hyannis Town of Hyannis 200 Main Street 200 Main Street Hyannis, MA 02601 Hyannis, MA 02601 Attention: Records Attention: Records COMPANY: Certain Underwriters at Lloyds, London c/o Vanguard -Claims Administration, Inc. POLICY NUMBER: XSZ107666 CLAIM NUMBER: XS06866 INSURED: Toby Leary Fine Woodworking Inc LOSS LOCATION: 96 Aiirport Road, Hyannis, MA DATE OF LOSS: 01/17/2019 DESCRIPTION: Property - Other OUR FILE NUMBER: CCI19-7273 To Whom It May Concern: Claim has been made involving loss, damage, or destruction of the above captioned property which may either exceed $1,000, or.cause Massachusetts General Law, Chapter 143, Section 6, to be applicable. If any notice under Massachusetts General Law, Chapter 139, Section 313, is appropriate, please direct it to the attention of this writer and include a reference to the captioned insured, location, policy number, company claim number, date of loss, and claim or file number. Sincerely, Chris Troy Chris Troy Claims Adjuster I P—401-241-5373 F—617-479-1740 chris.troy@georgebutleradjusters.com On this date, I caused copies of this notice to be sent to the persons named above at the address indicated above,by first class mail. Secretary August 16, 2019 P.O.Box 1557,Mattapoisett,MA 02739 Town of Barnstable BAMNnAOL rip `eg 200 Main Street,Hyannis,MA Tel.(508)862-4644 jfD MPS e INSPECTION REPORT Permit: Building -Solar Panel - Commercial Use: Date: 10/22/2019 12:51 PM Inspector : barrowsd Permit Number: TB-19-3493 Name: 96 AIRPORT ROAD LLC Address: 96 AIRPORT ROAD, HYANNIS Unit No. Inspection Type Inspection Item Status Comment Building Admin - BA - Property Owner NIC need owner authorization Solar& Insulation Authorization, if Builder is Applicant Building Admin - BA -Workman's Comp NIC need completed affidavit Solar& Insulation Affidavit Inspection Overall Comment: Overall Inspection Status: FAILED Re-Inspection Date: I Inspector Signature Owner Signature Total Score: 100 Town of Barnstable R�EiPT 200 Main Street, Hyannis MA 02601 508-862-4038 Application for Building Permit Application No: TB-19-3493 Date Recieved: 10/17/2019 Job Location: 96 AIRPORT ROAD, HYANNIS Permit For: Building-Solar Panel-Commercial Contractor's Name: State Lic. No: Address: Applicant Phone: (978) 995-5971 (Home)Owner's Name: 96 AIRPORT.ROAD LLC Phone: (508)957-2281 (Home)Owner's Address: 96 AIRPORT ROAD, HYANNIS,MA 02601 Work Description: Installation of(398)365W solar panels to total a 145.27 kw DC solar system Total Value Of Work To Be Performed: $181,588.00 Structure Size: 0.00 0.00 0.00 Width Depth Total Area I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568). 1 understand that pursuant to 31-275 C.G.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to accept coverage. 1 hereby certify that 1 am the owner of the,property which is the subject of this application or the authorized agent of the property owner and have been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and specifications. All information contained within is true and accurate to the best of my knowledge and belief. All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24 hours in advance. Signed: Brian McPhail 10/17/2019 (978)995-5971 Applicant Date Telephone No. Estimated Construction Costs/Permit Fees Y Type Date Paid Amount Paid Check#or CC# € Pa T Total Project Cost : $181,588.00 Total Permit Fee: $1,752.45 10/22/2019 $1,65z.45 XXXX-XXXX-XXXX- Credit Card µ 2941 Total Permit Fee Paid_: $1,752.45 10/22/2019 $100.00 XXXX-XXXX-XXXX Credit Card 2941 �rTHI SIS'Ni,OTA PERMIfi 3 Lauzon, Jeffrey From: Lauzon,Jeffrey Sent: Tuesday, November 19, 2019 8:46 AM To: 'bmcphail@solect.com' Cc: Lauzon,Jeffrey Subject: ViewPermit, Permit No:TB-19-3493 Applicant, Please be advised the above application has been reviewed and the following is noted: 1) No property owner authorization for applicant submitted. 2) No workers compensation affidavit submitted. 3) No connection between applicant and company submitted. 4) Application denied by Conservation department. The application is denied pending the successful resolution to the above items.And, if aggrieved by this notice;you may file a Notice of Appeal ( specifying the grounds thereof)with the State Building Appeals Board within forty-five (45) days of the receipt of this notice. Respectfully, Jeffrey Lauzon Chief Local Inspector (508) 862-4034 ieffrey.lauzon(cD-town.barnstable.ma.us 1 i � 3 Y pttKE� Town of Barnstable .Utw rr_ Regulatory Services Building Division 200 Main Street,Hyannis,MA 02601 508-862-4679 fax 508-862-4725 Initial Site Plan Review Issues & Concerns z`• ra< _J Applicant: Cape Gun Works SPR#: 014-15 Property Address: 96 Airport Road,Hyannis ss b Map/Parcel: Map 294,Parcel 071 Zoning: Industrial,GP Overlay k Proposal: Project involves the conversion of an existing indoor paint ball/laser tag&storage facility to an 4£ indoor firing range,and retail sporting goods store on the main level. The basement level will house a wood shop to accommodate the applicant's woodworking/building business,and p provide cold storage." The above proposal was reviewed in a site plan review staff meeting held June 16, 2015 in zs preparation for the formal site plan review meeting scheduled June 18, 2015. The following m t.: comments were offered: 14 • It appears that there is parking tithe rgho way forAirportRoad Aicense for parkuigon �`�'¢:� TownRroads is requrredto be�obtamed�from�theFTowri�lVlana�ger. ;: • It appears that there are,10 -11 parking spaces included in the count that are on 80 Airport Road property. Is there an easement or parking agreement? ` a • Any construction proposed at the rear of the property within the wetland setback may require a � { t � Conservation Commission filing. t • Question was raised regarding the type of cold storage and if it will be accessory to the sporting F goods? x The Barnstable Police Department must be consulted as to what approvals are required for this use. �` • Consultation and approvals from the Hyannis Fire Department for requirements for `r - uses/storage will be required at the building permit stage. r�r The DPW sewer treatment facility supervisor, Andrew Boule 508-790-6335 must be contacted regarding proposed discharges into the Town sewer system and requirements for same. C }� �' • Awaste disposal plan is requested for disposal of bullets, etc. r �—Z • Proof of the ability to meet parking demands by right will be required. r ` � �^ • A floor plan is requested that depicts the uses, entrances and other detail in order to better Y ,; understand the nature of the business. FORMAL SITE PLAN REVIEW JUNE 18, 2015 D4N. 1 4 ,� -Z, r U, o� le own oBarns swvsrAB f i6J9• `0ro . Building Department-200 Main Street rEOMp�", Hyannis, MA 02601 Tel. (508) 862-4038 Certificate Of Occupancy Permit Number: B-2016-0072 CO Issue Date: 6/28/2017 Parcel ID: 294-071 Zoning Classification: SPLIT Location: 96 AIRPORT ROAD, HYANNIS Proposed Use: 4010 Gen Contractor: KEVIN E MURPHY Permit Type: Commercial - Comments: CAPE GUN WORKS r ///z, 3/17 Building Official Date: N PESCE ENGINEERING & ASSOCIATES, INC. 451 Raymond Road Plymouth, MA 02360 Phone: 508-743-9206 Cell: 508-333-7630 epesce(W-comcast.net June 3, 2017 Mr. Paul Roma Town of Barnstable Building Commissioner 200 Main Street Hyannis, MA 02630 Subject: Site Inspection of 96 Airport Road, Hyannis, MA Dear Mr. Roma, .On behalf of my clients at Cape Gun Works, I would like to confirm that I have performed a recent inspection of the final construction of the parking spaces and entrances to the new retail facility at 96 Airport Road (see some attached photos from this inspection). I want to report that the parking lot striping and entrances are constructed properly (including with,the proper number of spaces) and insubstantial conformance with my original design plans (Existing Parking Plan at 96 Airport Road, dated June 9, 2015). Thank you for your help with this project, and please contact me if you have any questions. Sincerely, Edward L. Pesce, P.E., LEED ®AP Attachment (construction photos) cr ;•Toby. Leary;& Brendon Bricklin, Cape Gun Works 96 Airport Road, Hyannis, MA Site Photos (1 June 2017) 1 P s` xaA`• '`—. Main Entrance (with HP Ramp) & Front Parking Area F x 3S'y $ i•' ry;y' s F ago' Side Parking Area (east side) with HP access }/ .. � ra Y � Side Parking Area (west side) PESCE.ENGINEERING &ASSOCIATES, INC. Phone 508-743-9206 451.Raymond Rd., Plymouth, MA 02360 Town of Barnstable ` Regulatory Services BARNSTABLE 16 A Richard V. Scali,Director 169920i° Building Division Thomas Perry, CBO Building Commissioner 200 Main Street, Hyannis, MA 02601 www.town.barnstable.maxs Office: 508-862-4038 Fax: 508-790-6230 August 11, 2015 Mr. Toby Leary, Downrange, Inc. c/o Mr. Edward L. Pesce, P.E. Pesce Engineering&Associates, Inc. 451 Raymond Road Plymoulh, MA 02360 t RE: Site Plan Review 014-15 Cape Gun Works 96 Airport Road,Hyannis Map 294,.Parcel 071 Proposal: This project involves the conversion of an existing indoor paint ball/laser to & storage P P J g p g g facility to an indoor firing range, and retail sporting goods store on the main level. The basement level will house a wood shop to accommodate the applicant's woodworkingibuilding business and provide cold storage for the woodworking business. Dear Mr. Leary: Please be advised that subsequent to formal site plan review held June 18, 2015,the above proposal has received an administrative approval subject to the following: ❖ Approval is based upon plans entitled: "Existing Parking Plan at 96 Airport Road in Hyannis, MA"1 Sheet, dated June 8, 2015 prepared for Down Range, Inc. Hyannis by Pesce Engineering &.Associates, Inc. Plymouth MA and JC Engineering, Inc, East Wareham MA depicting a total of 37 parking spaces. ❖ 40-foot wide parking easement(Book 11855, Pgs 168-170)located on adjacent lot addressed 55 Airport Road, Hyannis,providing 12 parking spaces for the benefit of 96 Airport Road,Hyannis. (attached) r ❖ Executed Parking Space.License Agreement dated August 6, 2015 between the Town of Barnstable and Jameson Entertainment Corporation for 7 parking spaces located within the layout of Airport Road abutting 96 Airport Road; and,related Certificate of Liability Insurance (attached) ❖ Per Town of Barnstable Town Engineer, concrete car stops must be installed at the road frontage ends of the 7 parking spaces depicted in the License Agreement Plan dated July 15, 2015. (attached) ❖ Floor plans depicting uses/storage for each level must be provided at the building permit stage for Hyannis Fire Dept. approvals. ❖ Disposal of bullets must be by a contracted recycling service as proposed. ❖ Consultation with the Barnstable Police Department for review and approval of proposed firearm use and storage is required. ❖ Applicant must obtain all other applicable permits, licenses and approvals required. A copy of the approved site plan will be retained on file. Sincerely, Ellen M. Swiniarski Site Plan Review Coordinator CC: Tom Perry, Building Corrimissioner Roger Parsons, Town Engineer Legal Department Health Department Hyannis FD Attachments: Easement License Agreement and Plan 11REENCE PA-'WF ME,1. a mitts 00Ipmatim with a principal pplam, of bmirAss at Bread's Hill Wad# Iyarmier AWsaidx=etts a d a minW &Haase of P.O. saw i776# RyaWiet Mosactmaetts 02601, cwner of a'carLailt p WW1 of Koperty aituated at Ba=fisble (Hya mis)a massadiaetts ad alx*m as . but 8 on a plain recorder] at the Barnstable Oxmty Regi" of its Plat Boo 296, pace 17, dDw her&W bpose on Qaid lot an, sammmit for the hs*fit of- AtiA Parcel A as shot an a pl&A reoor&O at the Bwrnktabie testy Pwgistxy of a 01 in DX& 299, page 27, mbith aaa� s to be on t6 east side of Lot D wd Is to run north t sootb from the northerly e6ge of the Airport Road layoff to ` the southerly sdga of the meter as s on saW plan aM biting 40 i mO-- in width. 7he puxpose of this easement is ingress anal ems aooess .to any buildiMs situated on Parcel ]t afanom* •ne. 4- ror title to .Lot R, aw deeds recorded in Baal€ 213% Pge 045 =4 for f' Parcel A in k 2612;R 139, both at the Barmt " Cmmty of Deeds, 7hi.s eassasnt is to run with the Lmd and is given to the owner of Pa=el . , ite auccaaa= or as$#" .and is shown on Exhibit "A" attached here . The oomi aration for this eaaep t is the n *ml cavenu%ts bemin 7w aaartafned, WI its hand and eaai this f 0-. dale of I1eambart 19+41. By$ a d Z. Abe, and Treasurer THOMAS K GEORGE COt*4"LOR AT LAW 7 M uah i7Fl99T MYANNS.Rol.02"1 1n&L M041 T3L-i3lQG I J� , •' K +■ S M 264 COMMONWMTH Cr �Arllli �J i°r 6$r December Z+ IS0 Thm pAY'm ally appmxed tha abw&q=md L. fta Z mumo, PreMdwvt aM Tmw= ,r mid ad u*ft W the foregoing inffhnmmt to be his fzw act and CL f. 4 Tt�►►F R.t7[Cp6C COLW iLLON AT LAW 77a uAl i STRLLT .. • fal,_ .•i !11. --7•,! _11a.••-1�1��•rv,...:. _ ': .� 1 - —� � f ' 9 � •�"� •,y.- .ram "'{'�`Q�'�°r.�.�;,�,s, ; ' g1 "° iI 7p F - A -Air k r 4.1 �. IV ws F Y' •.. � ,�:. - � ° '■��",�d��.''$�4, .q 1'4• .. 'fir. K� 1 ^•-"'�, .a - + •"-Yw•�i1ff' J�• Jam- -!W � t A,�• I Y ` � 11, '°a ,. ' sae +e ,� �;Y-a fey. h . .f 'Y.. FFF ■RI■RR�.ill �: :: �� ; y,•+. �_z°,,+° ; q. * ;iw ML 4 L � • � will F. , �. � .r� `,. �� ,1�>. "'-�.•<, w� of ;: C�' '. ��' '� Y�. � �� 'f`a Y�° ;•. .'�1 {�� s�t�.L � `�4•,Yr..Ft+tl���y� j1/' - .. ° IL cn in IL t � V: • �11. a �. � yA "��. •� � .V .;i'- 'I�� �- _ � .'fit LICENSE AGREEMENT THIS LICENSE AGREEMENT(this "Agreement") dated as of the day ofu, 2015 between the Town of Barnstable, an incorporated municipality, having a business address of 367 Main Street, Barnstable (IIyannis) Massachusetts 02601 (hereinafter referred to as the "Town"or"Licensor"), and Jameson Entertainment Corporation, a Massachusetts Corporation, having a business address as 96 Airport Road, Hyannis, MA 02601 (hereinafter "Jameson"' or "Licensee"). Both of the above are being collectively referred to in this License Agreement as the "Parties". WITNESSETH: WHEREAS, the"Town is the owner of land within the layout of the town way known as Airport Road in Barnstable (Hyannis), Massachusetts, shown as the area identified as "Parking Spaces for Town of Barnstable License"on a Plan dated July 15, 2015 and entitled"Existing Parking Plan at 96 Airport Road in Hyannis (the"Licensed Property"), which plan is attached hereto as Exhibit A(the"License Plan"); WHEREAS,Jameson is the owner of the property abutting the Licensed Property known as and numbered 96 Airport Road in Barnstable (Hyannis), Massachusetts; WHEREAS,Jameson has requested,and the Town has agreed, to grant a revocable license appurtenant to 96 Airport Road, Hyannis, for the parking of up to seven (7) vehicles. NOW, THEREFORE, in consideration of the mutual agreements herein contained and for other consideration paid, the receipt end sufficiency of which are hereby acknowledged, the - Parties do hereby mutually act and agree as follows: • 1. PREMISES. The Licensed Area is the portion of the the land with the layout of the town way known as Airport Road-in Barnstable (Hyannis), Massachusetts, shown as the area identif ed as "Parking Spaces for Town of Barnstable License" on a Plan dated July 15, 2015 and entitled "Existing Parking Plan at 96 Airport Road in I Iyannis (the"Licensed Property"), which plan is attached hereto as Exhibit A (the "License Plan") and shall contain parking spaces for-not more than seven (7) vehicles. 2. TERM. This agreement may be terminated by either party upon sixty(60) days written notice to the other, it being understood that this is a revocable license. 3. USE OF PREMISES. The LICENSEE, shall use the Licensed Property to create an accessory parking area consistent with zoning for_no more than seven (7) vehicles in the configuration shown in the E R attached"Exhibit A". No remuneration shall be collected by LICENSEE, its employees or agents for said accessory parking use. i 4. COMPLIANCE WITH LAWS. 4.1: The LICENSEE agrees to conduct its operation hereunder in strict compliance with all laws, bylaws, ordinances, rules and regulations of all federal, state, regional and local authorities as from time-to-time are applicable and the LICENSEE will procure and pay for all licenses, certificates and permits necessary for the conduct of its operations or construction hereunder and 1 shall pay all charges assessed under federal, state,regional and local statutes, bylaws, ordinances, rules and regulations insofar as they are applicable. 4.2: The LICENSEE acknowledges that no trade or occupation shall be conducted in the s premises or use made thereof which will be unlawful, improper, noisy or offensive, or contrary i to any state, federal, regional law or any municipal ordinance or regulation in force in the town in which the premises are situated. i • f 5. ALTERATIONS, IMPROVEMENTS AND FIXTURES. s 5.1: The LICENSEE shall not make any other structural or non-structural alterations or .additions to the premises without pre-approval, in writing, from the LICENSOR. If such prior written approval is not obtained, or if obtained and is not complied with then LICENSOR can enter the premises, remove the improvements or alterations, and bill the LICENSEE for all costs incurred in doing so. i 5. 2: Any alterations or improvements made by the LICENSEE shall become the permanent property of the LICENSOR at the termination.of occupancy as provided herein. i 3 6. REPAIRS AND MAINTENANCE. 6.1: The LICENSEE has inspected the premises and accepts them in the condition that they i are now in. 6.2: The LICENSEE shall, throughout the term of this LICENSING AGREEMENT, at its own cost and without any expense to the LICENSOR, keep and maintain the premises, in a good, sanitary and neat order, condition and repair, free of debris and any and all other foreign matters; and further,the LICENSEE agrees that said area shall be cleared of any such foreign matters of debris immediately as such are, or may be, caused to exist and shall make any and all repairs necessary to keep said premises in a good and satisfactory condition. 7. NON-DISCRIMINATION. The"LICENSEE covenants and agrees that it will not exercise or permit its officers, agent or employees to exercise any discrimination against any person because of race, color, genetic information, sex,national origin, age, marital status, sexual orientation, gender identity, disability or religion in the course of its use of the premises or its operations at the premises. 2 2015-181 07")1 15license agreementjameson.docx 8. LICENSOR'S ACCESS. The LICENSOR or agents of the LICENSOR may,at all reasonable times, enter upon the premises for the purpose of access to common areas in and around the premises. 9 INDEMNIFICATION OF LICENSOR. 9.1: The LICENSOR shall not be liable for any loss, injury, death or damage to persons or property which at any time may be suffered or sustained by the LICENSEE or by any person whosoever may at any time be using or occupying or visiting the licensed premises or be in,on or about the same, whether such loss, injury, death or damage shall be caused by or in any way result from or arise out of any act, omission or negligence of the LICENSEE or of the LICENSEE'S contractors, licensees, agents, servants, employees, occupants, sub-tenants, visitors, invitees, guests, or users of any portion of the premises,or shall result from or be caused by any accident, injury or damage or any other matter or thing whether of the same kind as or of a different kind than the matters or things set forth above, and the LICENSEE shall indemnify, defend and save harmless the.LICENSOR from and against all claims, liability, loss or damage whatsoever on account of any such loss, injury, death or damage during the term hereof in or about the licensed premises,except for the same resulting from the negligence or willful action or inaction of the LICENSOR. 9.2: This indemnity and hold harmless agreement shall include indemnity against all reasonable costs, expenses and liability incurred in or in connection with any such claim or proceeding brought thereon, and the defense thereof, including reasonable attorneys' fees. 10. INSURANCE. 10.1: At all times during the term, LICENSEE, at its expense, shall maintain commercial general liability and such other insurance as it currently maintains naming'Town as an additional insured for the insurance covering the Licensed Premises. LICENSEE shall maintain all risk full replacement cost on all of its inventory, equipment and other personal property located in the Licensed Property at all times during the term of the Agreement. The LICENSEE shall not do or permit to be done anything in or about the Licensed Property which shall make void or voidable any insurance carried by the Town or the LICENSEE. 10.2: The minimum limits of liability of said insurance shall be $1,000,000.00, combined single limit, for bodily injury liability, property damage liability and personal injury.• Said liability insurance will contain a broad form liability endorsement. Said liability insurance will contain provisions for a ten (10) day notice of cancellation to the Town of Barnstable. LICENSEE shall furnish to LICENSOR certificates of insurance for LICENSOR'S.approval prior to signing this License. For liability.for bodily injury including accidental death, $1,000,000.00 for any one person and, subject to the same limit for each person, $2,000,000.00 on account of one accident. For liability for property damage, $1,000,000.00 on account of any one accident and $2,000,000.00 on account of all accidents. 3 2015-181 073115license agreementjameson.docx 10.3: LICENSEE agrees to provide verification of the continued existence of said policy at any time as such may be requested by the LICENSOR. 11. ASSIGNMENT/TRANSFER. 11.1: The LICENSEE shall not assign or transfer in whole.or any part of the premises without the prior written consent of the LICENSOR. 11.2: Any attempted assignment by IICENSEE shall be void and shall, at the option of the LICENSOR,terminate this LICENSING AGREEMENT. 11.3 As a condition of the approval of any assignment,the LICENSOR may require that the Assignee execute a new license agreement. 12. YIELDING UP THE PREMISES. 12.1: Upon revocation of this LICENSING AGREEMENT, the LICENSEE shall yield up and deliver to the LICENSOR the premises and all alterations and an addition, clean, neat and in good condition and deliver to the LICENSOR all keys, locks thereto, and other fixtures connected therewith. 12.2: The LICENSEE shall, at the expiration or other termination of the LICENSING AGREEMENT,remove all the LICENSEE'S goods and effects from the premises. 13. NOTICES. Any notice from the LICENSOR to the LICENSEE relating to the premises or to the occupancy thereof, shall be deemed duly served if left at the premises addressed to the LICENSEE and mailed by registered or certified mail,return receipt requested, postage prepaid, addressed to the LICENSEE, c/o Jameson Entertainment Corporation, 96 Airport Road, Hyannis, MA 02601: Any notice from the LICENSEE to the LICENSOR relating to the premises or to the occupancy thereof, shall be deemed duly served,if mailed to the LICENSOR by registered or certified mail, return receipt requested, postage prepaid, addressed to the LICENSOR c/o Town Manager, Barnstable Town Hall, 367 Main Street, Hyannis, MA 02601 or to such other address as either party may specify in writing to the other by notice given as provided herein. 14. SEVERABILITY. I17any provisions of this LICENSING AGREEMENT shall to any extent be held invalid or unenforceable,the remainder of this LICENSING AGREEMENT shall not be deemed affected thereby. 15. CONSTRUCTION OF LICENSING AGREEMENT. This LICENSING AGREEMENT shall be governed by and construed and enforced in accordance with the laws of the Commonwealth of Massachusetts. 4 2015-181 0731151icense agreementjameson.docx f i I , i 16. MODIFICATION OF LICENSING AGREEMENT. { This instrument contains the entire agreement between the parties and supersedes all prior or contemporaneous oral or written agreements, and it may not be modified except in writing and signed by all parties. 17. MISCELLANEOUS OBLIGATIONS OF LICENSEE. 17.1: If the LICENSEE'S operations hereunder cause or in any way bring about an increase in the LICENSER'S insurance premiums covering the premises, the LICENSEE shall pay the 5 resultant increase. Any amounts due the LICENSOR under this paragraph shall constitute additional rent and shall be payable within thirty (30) days of notice to the LICENSEE. a 17.2: The LICENSEE shall not, during the term of this LICENSING AGREEMENT, hire or employ on either a full-time or part-time basis, any employees of the LICENSOR regardless of whether such employee of the LICENSOR be full-time or part-time employees. 9 17.3: The LICENSEE shall be required during the term of this LICENSING AGREEMENT to take such reasonable security precautions with respect to its operations at the premises as LICENSOR, in its discretion, might from time to-time require. i 1 17.4: Neither party may record this Agreement. f � u Executed in quadruplicate as a sealed instrument this day of August, 2015.. WITNESS the execution hereof under seal the day and year first above written. TOWN OF BARNSTABLE � Name: �— _ `-- Title: �Iej - - 9 i JAM N ENTERT INMENT CORPORATION By Name: 4 Title. s i 5 2015-181 073115license agreementjameson.docx ; N i r { SIGNATORY AUTHORITY i I At a duly constituted meeting of the Jameson Entertainment Corporation held on fc cF tlij Usk- 2ui� (Date) which all Directors w •e present or ved notice, it was voted that: (Name) (Officer) 1 of this company, be and he/she is hereby authorized to execute licenses in the name and behalf of said company,and affix its Corporate Seal thereto, and such execution of any contract or obligation in this company's name on its behalf of such --1-6Lwv-scn Qj under seal of the company,shall (Officer) i be valid and binding upon this company. A TRUE COPY, AT T: (Cler ) Place of Business: t Date of this License:-6 7 _)v)_1--d I hereby certify that Ian the clerk of the as that annl 1,•� �— is duly elected 0 i 'Ir of saidcompany,and the above vote has not been amended or rescinded and remain}in full force and effect as of the date of this contract (Cler ) (CORPORATE SEAL) On this �' day of 2015, before me, the undersigned notary public, personally appeared Lin r,•s+o e.Y' i proved to me through satisfactory evidence of identification,which were rh A Orr' e, L� .- e r� S'_ti , �a�ittuu;u��i to be the person whose name is signed on the preceding or attached document in my presenee `0 plt_ TAk' V. Notary Public My commission expires:. i co", •.?ssor vt*o IF A CORPORATION, COMPLETE ABOVE OR ATTACH TO EACH SIGNED C&P THE LICENSE, A NOTARIZED COPY OF VOTE OF CORPORATION AUTHORTZI*61 SIGNATORY TO SIGN THIS LICENSE. IF ATTESTING CLERK IS THE SAME PERSON AS THE INDIVIDUAL EXECUTING THIS LICENSE, HAVE SIGNATURE NOTARIZED ABOVE. 6 2015-181 07")115license agreementjameson.docx EXIS tu' MAP 294 MAP 294 I PARCEL 14 PARCEL71 EXISTING PARKING 93,218 S.F i Ii 7t5-In;L .� TRANSFORMER �UILUI'Ji, PLAN CONCRETE PAD 12o AT J AIRPORT ROAD _ 9 6 A ORT � HYANNIS MASSACHUSETTS r;as Il,tu = (BARNSTABLE COUNTY) .. -�� .. RE eecrlPllon VISIONS: No. Dale D MAP 294 - \ PARCEL68 PREPARED FOR: D OWN RANGE,INC `'� i �\PPG \ -'- I HYANNIS,MA 1 D __...... ENGINEERING BY: ij\J PARKING SPACES FOR-TOWN Y:.-F1,4GRUF ntiil� y'.�, rtK' R f5 G_7ES.INC. c '- L" " OF BARNSTABLE LICENSE - Edwa7d L P,,m,P.E,Lf AP PLY MOUTH,OMA 02360 Gc;ccqmcxL.net Fhon o;SOa-7a3-?2 U6 i .- -: - e11:50u•333• 0 0 FA?':SOr'- '-]`71 ✓ - — SURVEYING BY: .. of w JC ENGINEERING,I NC 2854 CRANBERRY HIGHWAY EAST WAREHAM,MA 02538 EDWARO L. NA 508-273-0377 PESCE � - cnnl- m Data: 7115115 UMU � Fleld Crew: JLC MDF Dnalgned By,.ELP EXISTING PARKING PLAN Drawn By: JDF SCALE:1"=20' Ch-k d By: ELP SCALE: 1"= 20' 0 10 20 40 FEET Job No: 946 SHEET 1 OF 1 DATE ,'' CERTIFICATE OF LIABILITY INSURANCE 7/29/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER Contact Name: Larry Cossio Cossio Insurance Agency Phone 864-688-0121 Fax 864-688-0138 PO Box 188 (A/C,No,Ext): (A/C,No): Simpsonville,SC 29681 E-Mail: justin@oossioinsurance.com (864)688-0121 INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: United States Fire Insurance Company Jameson Entertainment Corporation dba Balls to The Wall — - --————----"----- —-- -- — � INSURER B: 16 Kenoomsett Circle Yarmouth Port,MA 02675 INSURER C: INSURER D: INSURER E: COVERAGES CERTIFICATE NUMBER: USP186632 REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF POLICY ADDL SUBR POLICY NUMBER POLICY EFF POLICY EXP LIMITS LTR INSR WVD (MM/DDfM (MM()D" X COMMERCIAL GENERAL LIABILITY Medical Expense Excluded ❑❑CLAIMS MADE ® OCCUR Each Occurrence $1,000,000 General Aggregate $2,000,000 ❑ Products/Completed Operations $2,00D,000 A ❑ ® SRPGP-101-D415 6/16/2015 6/16/2016 Personal&Advertising Injury $1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER Fire Damage Limit-Any One Fire $300.000 X POLICY ❑PROJECT ❑LOC Deductible Each Claim $0 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea accident) ❑ALL OWNED ❑SCHEDULED BODILY INJURY(Per Person) $ AUTOS AUTOS HIRED AUTOS NON-OWNED BODILY INJURY(Per accident) $ ❑AUTOS ❑ ❑ PROPERTY DAMAGE $ (Per accident) ❑ UMBRELLA LIAB ❑OCCUR ❑ EXCESS LIAB ❑CLAIMS-MADE ❑ DED ❑ RETENTION$ WORKERS COMPENSATION PER �OTH- AND EMPLOYERS'LIABILITY STATUTE ER ANY PROPRIETOR/PARTNER/EXECUTIVE YIN OFFICERIMEMBER EXCLUDED? ❑ N/A (Mandatory in NH). If yes,describe under DESCRIPTION OF OPERATIONS below Accidental Death/Dismemberment B $50,000 Maximum Medical Benefit $50,000 A Accident Medical AH-GA26932-002 6/16/2015 6/16/2016 Accident Medical Deductible $0 CERT#US459777 Excess Coverage Dental Benefit ad in Maximum Medical Benefit DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,if more space is required) Paintball Field Operations located at 96 Airport Road Hyannis,MA 02675. Certificate Holder As Additional Insured The certificate holder is added as additional insured but only with respects to the operations of the named insured during the policy period. CERTIFICATE HOLDER: CANCELLATION The Town Of Bemstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE' 367 Main Street THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN I Hyannis,MA 02601. ACCORDANCE WITH THE POLICY PROVISIONS. I AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION.All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD TOWN OF BARNSTABLE BUILDING PERMIT.AP r. Map �� Parcel Application # �� b Health Division BUILDING DEP-Pate Issued Conservation Division Application Fee JAN O 2016 Planning Dept. Permit Fee Date Definitive Plan Approved by Planning Board TOWN OF BARNSTABLE Historic - OKH _ Preservation/ Hyannis — :Zq 4m Ce— �`�ICA<:�— Project Street Address Village 44Y —M G Owner ST.4A�IFSc4J `�1kt1�1`'� T Address A(9P0P: P-,OA-t> Telephone_ Permit Request `To P_fl;V JLA-XR.tires Square feet: 1 st floor: existing?DV proposed 2nd floor: existing proposed _Total new _ Zoning District ZN® Flood Plain X Groundwater Overlay Project Valuation M Construction Type Lot Size 7�`�/-� S Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure 1 4(o 40` S) Historic House: ❑Yes A No On Old King's Highway: ❑Yes JN No Basement Type: ffi Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) �k Basement Unfinished Area(sq.ft) Zo K S F Number of Baths: Full, existing new C' Half: existing i9UVW100 new _ Number of Bedrooms: ll`-� A, existing _new Total Room Count (not including baths): existing 00VAM0 new First Floor Room Count Heat Type and Fuel: X Gas ❑Oil ❑ Electric ❑ Other Central Air: ❑Yes W No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ® No Detach d garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ L)A4WWQ Commercial 3 Yes ❑ No If yes, site plan review# Current Use 6--9Vgt KS Proposed Use A -3 ia A04E APPLICANT INFORMATION (BUILDER OR HOMEOWNER) Name s 'NeL W Vk t'i- r Phi Telephone Number a Y_ Address C OL.Z-, c:7, 5,c- �'-o0,t, License# CS (Dq? l24 T �y T au T H, A MC;7� Home Improvement Contractor# JA Email Worker's Compensation # OB W IMT,444S ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO G35 ItiT�PrS h^�1Jv�f1� L�C'T<( '��l7 SIGNATURE _ DATE S- Zo/ 4�1 FOR OFFICIAL USE ONLY t> APPLICATION # °DATE ISSUED ;VIAP/PARCEL NO. ' ADDRESS VILLAGE ' 4 OWNER DATE OF INSPECTION: j FOUNDATION 's. FRAME E?-e— c- 16 l 6 INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL 'f FINAL BUILDING �12-9/11-2 'pit - 1 1 DATE CLOSED OUT ASSOCIATION PLAN NO. ; Commo,n _ea lth ofMassachusetts Sheet Metal'Permit Map Parcel -7-5 V� Date: — Permit 4 ] sd-mated J'0b Cost: Permit 1(1iC. 00 Plans Submitted: YES NO Plans Reviewed: YES NO , Business License Applicant License " Business In.forniation: property Owner I Job Location In-f5ormation: Name: l L it ide" r-� e,0-rl, (�'6Narne: Pa-4 e L412 A/j S trczt: Street: ki Y,(If�w; kd ') CityrFo-,N,n: S ilv-4 Citv/To�Nm: ts �uA- 7 6 5-6)ly Telephone: 7 Telephone: Photo I.D. required Copy of Photo I.D. attached: YES NO Starr IDWA J-1 /M'-!-wircstricted license J-2/M-2-restricted to dwellings 3)-stories or less and commercial up to 10,000 sq. ft./2-stonies or less Residential: 1-2 farn"Iy Condo o Tovmhouses Other Commercial: ' Office Retail X Industrial Educational Fire Dept. .-kpprovai— Listitutional Other Scjaa�;7-c—Footagei' undb-r-1-0;000-sq. ft. over 10, 1L 000 sq. Number of Stories: Sheet metal work to he completed: New Work: Ren0va.6on: F!VAC Metal Watershed Roolig Kj When Lxhaus' System Metal Chimney/Vents Air Baiancing ,_ Provide dctzd-"ed description of work to be done: ........... -----------........ ................. ............ SUPPLY AND INSTALL THE FOLLOWING: RETAIL AND CAFE AREAS: -Reconfigure duct work from existing roof top unit to serve retail and cafe area 1-Aprilaire WI A Programmable Thermostats MODEL AA-8620W (Remove existing gas furnace and duct work.Disposal by others) I OFFICE,GUN STORAGE AND CLASS ROOM AREAS: 1-Trane XR 95%AFUE 80,000 BTU Gas Furnace MODEL TUHIB08OA9421C 1-Trane High Efficiency Cased A/C Coil R410a 4 Ton MODEL 4TXC8006DS3HCA 1-Trane R410a 4 Ton 13 SEER A/C Condenser MODEL 47113048D1000N 1-Aprilaire Media Air Filter MODEL AA-2210 2-Aprilaire WI A Programmable Thermostats MODEL AA-8620W 1-Honeywell Zone Panel MODEL HZ311K ZONES #1 Class Room Area #2 Offices and Gun Storage INSURANCE COVERAGE: I have a current liabIliV insurance policy or its equivalent which meets the requirements of M.G.L.Ch.112 Yes No ❑ ` I If you have checked yja,indicate the type of coverage by checking the appropriate box below: . A liability insurance policy Other type of indemnity ❑ Bond ❑ OWNER'S INSURANCE WAIVER:I am aware that the licensee does not have the insurance coverage required by Chapter 112 of the Massachusetts General Laws,and that my signature on this permit application waives this requirement. Check One Only j Owner ❑ Agent ❑ Signature of Owner or Owner's Agent By checking this box hereby certify that all of the details and Information I have submitted(or entered)regarding this application are true and � accurate to the best of my knowledge and that all sheet metal work and installations performed under the permit Issued for this application will be in compliance with all pertinent provision of the Massachusetts Building Code and Chapter 112 of the General taws. Duct inspection required prior to insulation installation:YES NO Progress Insg cg lions Date Comments l i Final Inspection Date Comments I I i Type of License: i 3y ster ! rifle ❑Master-Restricted I :ityfTown O.loumeyperson Signature of Licensee 'ertrut# q► OJoumeyperson-Restrided License Number.��71 2 °ea$ O Check at yypppK,m�ss,gov/dnl i nspector Signature of Permit Approval j' 1 1r� I �`r,'SQ pff¢ASAHT�itLL.Ci' :• ;, E} ^ ^ NWEA H.©f`HM1SS ° t USEi D s A - i A5 4 tNG i tCENS �,=Q CC}iVtM0l1NI.AL7FiaOF:MASSkC"Fi!I�SETTS_ F_ 'afo#R Y 0. j B H L HEBERT ^• # ` SHEEf N1E"TALWO ,KER, J `B �r� CE�TRICAL Tf?q'CT $ ,� > ISSUES THE FOLLOWING LtC:ENSE' x` ? k '37FZ ARMO H Rt3 �`• ,"� MAS7ER.UNRESTRICTED. 4 � DQNALD L HE,BERT 2bAi 310 PHEASART HILL CIR I( 3472 04f28l201$ a 185705 µ." I 10 Y ^j Fold Then Detach Along All PeRorations SAO MAS M. 0 WEALTH— SHEETaUfEt, VYC?R!(Ei 5 ,,� ISSUES T1-iE�f=OL.lOWtNU�'LlCEP+fSE ✓ ,::,. 00M1IA b L hlEBERTr BAYS�D ELEC7FICJ�Iv�GC31UTRACTO RS INC - .' 372 YAF�'11{tJ�'H4tpAD I £� " AIN MYANIUIS MA 026U I Client#: 13386 2BAYSIDEEL ACORD,. CERTIFICATE OF LIABILITY INSURANCE DATE(MMIDD/Yyyy) 9/21/2016 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER.THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed.If SUBROGATION IS WAIVED,subject to the terms and conditions of the policy,certain policies may require an endorsement.A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER - - ME C Dowling&O'Neil Insurance Ag PlAirii= 973 lyannough Rd,PO Box 1990 E�L Ext) 508 775.1620 �a Na) 5087781218 .............._._.__-........................__. Hyannis,MA 02601 ADDRESS: 508 775-1620 INSURERS) FFORDI ANG COVERAGE NAIL A ---- -._ INSURER A:Acadia Insurance ......_ _._.. :._.o...... _... . INSURED _. ........._ .............. Bayside Electrical Contractors,Inc. INSURER a Guard Insurance Group INSURER Union Insurance Company 372 Yarmouth Road ................- . -- ......... p y,. —I Hyannis,MA 02601 (j NSURER D: INSURER E�-_ j- i.INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACTOR OTHER DOCUMENT WITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS INSR .._ ..... ... ADDL SUBRr _,....._ .... LTR. TYPE OF INSURANCE POLICY EfF POLCY EXP .. _ ...__... _.___........ ....... ...._ INSR.44Nq_._ POL[CY..NUMBER_-. _ •.�MIDOIYYVY ,M( MtDD/YyYY] LIMITS A GENERAL LIABILITY 'BOA500837814 10/05/2015 10/05/2016 EACH OCCI RiRENCE s 1 000,000 X COMMERCIAL GENERAL LIABILITY ( AAdAL'F TO RYFNTEb _ . _-- REMI6F>(Ear:xcurrence). 1530U,000 CLAIMS-MADE a OCCUR i i --_ ._......_.._... I 'VIED EXP Any one ae op). S5,000 —'-•- PERSONAL&ADV INJURY S 1 0OO OOO. s .... .......... -.. _.-..... } CE�tE�?ALACGRE ATE. s2,000,000 PRCn�CT I _ GEN'L AGGREGATE LIMIT APPLIES PER: i E ...OMI'OF AGG 'S Z.�000�000 ..._.. ._.POLICY (LOC CY -`.PRO- � � .. .. .. ,.... ....,. _......... ......I_:JCT... . C AUTOMOBILE LIABILITY MAA500838214 0/05l2018(10/05/2016 MBIYED SINGLI LIMIT (Ea°eccaen $1,000,000 ' i ANY AUTO BODILY INJURY(Per person) > ALL OWNED F_� SCHEDULED -� - AUTOS I�^_I AUTOS ' t BODILY INJURY(Per accide— i NON.OVJNEO HIRED AUTOS X € PFLL).'tt�TY Dt MAGE y AUTOS XOrlve Oth Car . ............................. _.....- UMBRFLLALIAB �OCCUr EACH OCCURRENCE .... ....._. j EXCESS LIAR I _. __ ...... . CLAIM)MAD£.; S . .____... _. ... ..AGGREGATE D R NSENTI�N$ ggWC79726411.111 WORKERS COMPENSATION •�� �._. •( T—' -- B I TAT{JOTi 'AND EMPLOYERS LIABILITY Y/N `8/1812016108/18/2017 X TO 2Y Ll�yrs. -s,:R '.ANY PROPRIETORIPARTNER/EXECUTIVE ;OFFICER/MEMBER EXCLUDED? N A: - `E:L._EACH ACr IDENT E500 0OO (Mandatory in NH) i E.L.DISEASE-EA rI1aLOYFE:s500 OOO i If yes,describe under I i ,<._, _._..t, .... ..___ _ DESCRIP"ttq OF OPERATION5bpiciv ..._....... •..E.L.Dls�:tist.-Pc�.cv LIMIT 5500 000 _... ............. ..._.......... 1 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space is required) Insurance coverage is limited to the terms,conditions,exclusions,other limitations and endorsements. Nothing contained in the certificate of insurance shall be deemed to have altered,waived,or extended the coverage provided by the policy provisions. CERTIFICATE HOLDER CANCELLATION Town of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN 200 Main Street ACCORDANCE WITH THE POLICY PROVISIONS. Hyannis,MA 02601 AUTHORIZED yfREPRESENTATIVE ©1988-2010 ACORD CORPORATION.All rights reserved. ACORD 25(2010/05) 1 of 1 The ACORD name and logo are registered marks of ACORD #S176976/M176974 LS1 The Commonwealth of Matsssachusettss Department ofIndustrial Accidents Office of Investigations 600 Washington,Street Boston,MA 02111 ww►v.tmassgovldia Workers'Compensation Insnr Ace Affidavit: $udders/Contractors/El"ectricians/Plumbers _Applicant Information Please Print Leeibly Name(Business/Orga=ationandividual): &ys t d e-- El e c.-nl t N a*ycf b rS Address:_ �1U:01A`kk K d City/State/Zip: t7LIA aA d-�D 1 Phone.#: 576 e- 171' _12-7D Are you an employer? eck the appropriate box: -Type of project(required):.- 1.VI am a employer with 3� •4• ❑ 1 am a general contractor and I employees(full and/or part-time).' have hired the sub-contractors 6. New construction . 2.❑ I am a we proprietor or par listed on the-attached sheet 7. ❑Remodeling ship and have no employees These sub-contractors,have 8. Demolition wonting for me in any capacity. employees and have workers' 9. []Building addition [No workers'comp.insurance camp.insurance. required.] 5• ❑ We are a corporation and its 0•❑Electrical repairs or additions 3.❑ I am a homeowner doing all work officers have exercised their 11.❑plumbing repairs or additions myself [No workers'camp. right of exemption per MGL 1 .4 - ' 12:❑Roof repairs insurance required.]t c:152,§ (.),and we have no employees...[No workers' 13,❑ Other comp,msusance.required. 'Any applicant that checks box#1 must also fin out the section below showing them workers'compensation policy information. t Homeowners who submit this affidavit indicating fticy are doing all work and then hire outside contractors must submit a new affidavit indicating such. lContractors that check this box must attached as additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workcta'comp.policy number. I am an employer that is providing workers'compensation insurance for rny.emplvyees. Below is the policy and job site information. Insurance Company Name: W f * U'Abk"f Policy#or Self-ins.Lic.t 1!�7ao q0 Exziiration Date: 0 job Site Address: 0�V- 6 4- City/Statelzip: Attach a copy of the workers'compensation policy declaration page{showing the policy numb . and expiration date}, railure,to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/'or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for.insurance coverage verification.. I do hereby certify under the pains•and penalties o perjury that the information provided above is true and correct. Si afore: Date: 7 Phone0: 77 Official use only. Da not write in this area;to be completed by city or town official City or Town: Permit/License# .Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing-Inspector 6.Other Contact Person: Phone#: rt� e ' Town -of a�rnstable Regulatory Mom, ; Services ELARM HAW Thomas F.Geiler,Director Fm Ruiiding Division Tom ferry,wilding Commissioner 200 Main Street,Hyannis,MA 0260I www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-&790-6230 Property Owner Must Complete and Sign This Section If U—S ingl&Bui.Ider ham' c1 k t i n —, as Owner of the subject property hereby authorize_ �� C(� tto act on my behalf, in all matters relative to work authorized by this building permit. (Address of Job **Pool fences and alarms are the responsibility of the applicant. Pools are not to be filled before fence is installed and pools are riot to be utilized until all final inspections are performed and accepted. Signatti.te of Owner Signature of Applicant Print Name PU'nt Name Y— D-O! 7 Date Q:I-'ORMS:O WNERPERMISSIONPOOI.S I �rrSHE T Town of Barnstable Regulatory Service Director t ,y Richard Scali ' Regulatory Services * r Consumer Affairs Supervisor * BARNSTABLE, * Licensing Division Elizabeth G.Hartsgrove v� 1639. S. � 200 Main Street,Hyannis, MA 02601 ArED �A www.town.barnstable.ma.us Consumer Affairs Administrative Telephone: 508-862-4778 Fax: 508-778-2412 officer Assistant Therese Gallant Margaret Flynn i HAND DELIVERED April 21, 2017 Downrange Inc. d.b.a. Cape Gun Works Attn: Toby Leary 96 Airport Road Hyannis, MA 02601 Re: WARNING/CEASE & DESIST, Violation of Licensing Rules and Regulations 6 Dear Mr. Leary: p It has come to my attention through an advertisement and article in the April 21, 2017 Cape Cod.. Times newspaper that Cape Gun Works is holding a Grand Opening event on the unlicensed .premise located at 96 Airport Road. It is noted in the article that classes are being offered to the public throughout the day, and a concert in the evening from 7pm-11 pm at a ticket price to non- members for$15/individual or$25/couple. .Though an application has been filed with the Licensing Division to be heard by the Licensing i Authority on May 8th for a shooting gallery license (MGLc.140§56A) and non-live entertainment license for 5 televisions and a pool table (MGLc.140§1 83A), the Director of Regulatory Services, ..-,_.Richard Scali, and I had a meeting with your legal counsel Mark Boudreau on April 6'h along:_.-,,,., with an email regarding what activities are allowed on the premise prior to being heard by the i Licensing Authority: i i • Non-members are not allowed to use the shooting range at any time, even through a .registered class. Any entertainment could be offered however without money being 'exchanged in any i relation to the entertainment. This letter serves as written warning and notice to Downrange, Inc d.b.a. Cape Gun Works located at 96 Airport Road, Hyannis MA, that if activities as advertised and described in the newspaper article is offered prior to being licensed appropriately by the Barnstable Licensing Authority, violations of the following would occur and subject to further action: • Town of Barnstable Licensing Rules and Regulations 501-2. Requirements of i - Licensure: "No individual or establishment may conduct any business which requires 'a` license without first obtaining a valid license" a i • Town of Barnstable Licensing Rules and Regulations 503-2 Entertainment General i Provisions: "No entertainment shall be permitted without a valid entertainment license on the premise." i :. • MGLc.140§56A Shooting Galleries: `Whoever conducts a shooting gallery unless licensed hereunder shall be punished by a fine..." i S Cape Cull kVol s I pad,, 1 April 21,2017 - S - f i Tgwn of Barnslable,Zcxi�ng�Bc�ard of AOpeats-E)ectsiort.and:hfotkce, , Specgt Permit No 207 6-028'-i=R&�-Enterprises E.LC �@CIS�On '' - ' 1 ;Special Permit Nv 2016-028 ts.grarrted tv ER;&C Enterprises LLC to a11ow a retail 'convenience;store and food estabtishmertt with dnve-through at;b77 West Math Street, <•Hyanris, IUTA as shown of Assirssor.°s Aap 263 as Patte4 043. 2. T.he property steal! be Improved and rnalntalned in�substari�al cvrifarrnance with the ste,plan ., _ -.entitled "Rroposed Modifcativns 577 West Main.Street, Hyannis, ;MA,.t326(}1 ,specifeally the . site plan entitled"Prciposect,Sit, Leyoctt"cfateci last rev►sec#Septetrtoer 29, 't}.1`6 and`the plan details and elevations,dated September 24;x2015;'drawn=and-starrip�d by Chaubah _• 'Engineering�Group P C :The sr#e�shall Irieliade the follvriving ' � a All exit driveways shall be S"S'C}P sign cdntroiledd s rt Landscaping shall not itnpac#�lines of slgtit, y r <c Driveway nndthson'Olet Gralgvllle Road�anc#the Irttemal drnreway in#�rcorinee#ion "- ;- , � shall not.exceedthirty°feet '' - d Installation of a bicyclerack,in a locatloi�that�does not,�nterFere with pedestrian s access is'regtaired., • e. Pavement markings de91neatirtg,a`�Iimlt far tl•#e dnue�thri�iugh qut�ue.shall be maintained The limit of queuing shall�be cieffned at eigti#vehicles°queuing from•the PICpickup windav+i/176 feet The.pavemen#marking sha1!be maintained m'good ution at a(l times.. 3 The gasoline station shah be operated�s Mull=service" station trrrrtft attendants on site,assistng 'customers with fueling vehtcles. temdants shad monitor the driue�thrvctgh q�e arld'any vehrcles that crass over the design t queue limit line=shall be directed to-any e,of.the queue b If the station ceases tc errtp7csy atterwants to provit3e fu!}=service fuelir7g#a customers, this"shall tie deerrteci amodlfieattan of#his Special Permit requiring the review of tl ;e Board 4. ,The,,4pplrcart shaft subrr'w�an u¢dated {i#f�Plan iq.c of this Special Perrritt >'fhe plan skizall be sutirrtltted'to the`Zonirig rBoard of Appeals grid Building Division file prior to'the commentemer t of any work on the,;srte. 5 ,The food service tenant shall be�a)tiNlted-serusce,cafe restaurant(serving pritnarify coffee and other beverages and typical breakfast food off etingsj Any+other category of food service establishment shall;be deemec!a rnvditcatton�of this`permit requiring the review of the Board 6 '::All equipmet #and tanks essaciated utiith the car wash shalt be rern'oved Iin compliance with ;applicable stag and ivcal;regul"ations - 7. . 'The conditions of ttie 3anuary 5,2016'Site�Plari Revsew let#er are>hereby incorporated as - condiUv ragpi s �pecral Permrt i 8 'The owner shall obtain a,license Pram,the Town tv maintain the improvements within-�fhe Town road layout ` a Arty modification to tfie�site as shown e appr an thover!plan resulting.from irrtprovements to West:Main Street vnthin.the right�of--way shall require a modification < of this Special Permit by the E�vard, Hk ` 9 ` 'fhe Applicant shattcommit to a:tratfic m onito ring program fa review traffic.andsafety; conditans arising from the drive-through use s - 3 s Hartsgrove, Elizabeth From: Hartsgrove, Elizabeth Sent: Thursday,April 6, 2017 9:55 AM To: 'mark@boudreaulaw.net' Cc: Lauzon,Jeffrey; Flynn, Margaret;Anderson, Robin; Melanson, Dean; Gallant,Therese; Scali, Richard; Roma, Paul Subject: Cape Gun Works [ Good morning Mark, I understand that you represent Cape Gun Works and I wanted to bring to your attention some timely issues in regards l to their upcoming opening at 96 Airport Road. According to MGL c. 140§56A,a shooting gallery license is required through the Licensing Authority. I understand that your client received an email from Chief Melanson on March 301h with an opinion that a license was not necessary due to the word "resort" mentioned in the statute. Please be aware that the Chief represents the Hyannis Fire District, not the Town of Barnstable and more specifically, is not the staff support for the Town licensing Authority who issues and regulates such activity in the town, Furthermore, it was clearly indicated in Site Plan Review letter from Tom Perry that all other required licenses and permits needed to get approval. I have received word from our Legal department that what your client is proposing would require a license as defined in §56A. In addition, Cape Gun Works is advertising a grand opening on social media along with Entertainment. - Maggie received an application for annual entertainment license that would include 1 pool table,5 tvs and 6 performers. An entertainment license requires abutter notification as well legal ad prior to the public hearing. Please be aware that the application filed with my office was incomplete.The main application was not included nor was a floor plan approved by the Building Commissioner who will determine if any of the proposed entertainment is permitted.-• through zoning and the approved site plan which did not reference any entertainment on the premise. That being said,Cape Gun works is not permitted through my division or the Licensing Authority to operate the indoor shooting range or any form of entertainment and any operation of those activities prior to proper approvals will be in Violation of the Town rules and regulations as well as MGL, arri more than happy to discuss this with you at your convenience as well as what options are available to your client for their grand opening this weekend. Thank you for your consideration towards this email, Liz Hartsgrove Elizabeth G. Hartsgrove € Town of Barnstable Consumer Affairs Supervisor 20O;Main Street Hyannis, MA 02601 508-862-4670 j Should you have any questions regarding this matter, please contact this office. Respe Ily, EI G�Ha sgrove Consumer Affairs Supervisor CC: Richard Scali,Director of Regulatory Services Lt.Murphy/CA Officer Gallant Licensing Authority Hyannis Fire Chief Dean Melmson Building Commissioner Paul Roma ENCLOSURE: Email to Atty.Mark Boudrea from E.Hartsgrove,dated April 6,2017 Re:Cape Gun Works April 21,2017 Cape Cod Times front page Cape Cod Times,April 21,2017 Page Al Eh/1 r e f F 4 I e Cape(Iun Works W—11, '"Cease F�, Desist lla'e 3 \I�ril.21. _2017 I I a 0 PE . Ti . s YEAR ujSPORTS ■ Rx'aYti' � of '� J f 'Torrella ° ° 10-day ew; r,r own styl r prang Monomoy/Cape Tech 4 : �. fi I� � u festival debuts NUCLEAR WASTE S. pentA ,uel. Stu, d ltaumllt'y _UH hold Texas company suspends license bid.for financial reasons tag o4 the federal application resources and is fulfilling its Online process took Waste Control mandate to protect the public Read more about Pilgrim By Christine Legere commercial reactors across operation in Andrews County Services by surprise,company health and safety and the envi- clege"capecodonline.com the country has asked federal in West Texas,but the com- President Rod Baltzer con- ronment,"Baltzer wrote."But Nuclear Power Station: regulators to temporarily halt pany has asked to suspend its ceded in his written request to WCS is also faced with a mag- capecodt�mes.com/pilgrim. A Dallas-based company the process on its application. application for now because the Nuclear Regulatory Com- nitude of financial burdens - looking to build an interim Waste Control Services of financial difficulties and its mission on Tuesday. that currently make pursuit of its ongoing operations aflc nuclear waste storage facility plans to-build the facility expected late-summer acqui- "WCS respegts the NRCIs licensing unsupportable" The issue resonates loc for up to 40,000 metric tons beside its current low-level sition by Energy Solutions. process,understands that the The moneythe companyhas, of spent fuel now scattered at radioactive waste storage The hefty$7.5 million price NRC seeks to efficiently use its Baltzer said,is needed to keep SEE WASTI t FIRST 100 DAYS ` BOURNE ':�, PS ®W ® c -1 A r7 TN A -r T'® T1 A l-4�� aepartment will r} ackage'•of fire-alert ` framed'certificate,7 3 1gan cookies and a he Engine 21)iet," ' _ • fighter's 28-day dying in shape while nt-based meals, HYANNIS 'to the statement Orecchio-Egresitz r shootinge celebrates 6p' ening indo* o ran g der guard Wins accordingtoastatementabout celebration will run from 7 by calling 617-207-9217. The municipal range closed ons in ihi Cape Gun Works p p the event. a.m. through 11 p.m. with Admission is free for mem- in 2012,when it was discov- YARMOUTH—The plans public p P Classes are available for. music,prizes,representatives bers.AIlothers may getinwith ered the town's insurance did .rmouth Regional party Friday every level of gun enthusiast, from major gun manufacturers a suggested donation of$15 per not cover the site,which sits )ol Winter Guard has according to owners Toby and merchant vendors.Special person or$25 per couple,said on conservation land and was 017 New England Cape Cod Times Leary and Brendon Bricklin, guests will include attorney Cape Gun Works spokes- laterfoundtobecontaminated. A Championship for who previously operated a Keith G.Langer,an expert on woman Joanne Codi. To reopen it,the town had to id straight year. HYANNIS—The new Cape retail store on Barnstable Road.. firearms laws,and represen- About 600 memberships swap nearly 27 acre s where the ird won with its per.- Gun Works indoor shooting The 40,000-square-foot, tatives of the Gun Owners' have been sold so far, but range is located with 27 acres of"Puzzled"in front range onAirport Road will kick two-story"gantry club"also Action League and the National there is still plenty of room for of land that had the same envi- :ds ofpeople.Satur- off its weekend-long grand will include a retail store,along Rifle Association. anyonewho wants to join,Codi ronmental value,removing it lem High School with opening Friday with an all-day with 15 shooting lanes divided There also will be live music said. from state conservation status f 94.17,according to a party open to the public. between two bays,an archery from 7 to 11 p.m., featuring The shooting range is at the to municipal control. t about the win. Cape Gun Works is the larg- range,a classroom and a mem- singer-songwriter Charlie former Balls to the Wall facility The Barnstable Town Coun- the D Y winter est high-tech indoor range in bers lounge. Onlookers will Ferren and the country rock at 96 Airport Road,and offers cil approved that land swap in n the competition the Northeast, aside from a be able to watch the shooting band Walkin'the Line,accord- a new option for gun owners November, paving the way ore of 94.64. facilityinNew Hampshire,and range through.a ballistic glass ing to the statement. who used to practice at the for the town to reopen the includes an eco-friendlytriple viewing Pane. For tickets to the nighttime town's outdoor range in West range after a cleanup of the Cod Times HEPA air filtration system, The grand opening concert,an RSVP is necessary Barnstable. contamination. (.. woa•sawgpoaadn i sawLL poo aft ( LTOZ 11Z AidV ftyA ZIV R' WM . . THE YEAR A I o'i14 .0 JEJ.�1 . . . e ® �r eh�e�.;'� N z C EMME A � 10-day 'Torrella oown t I - . �' l�. K �nyS7�7x ��, ;���� �� ArtS ring sy . � �° �4� n ;rx p { �$ 7,A �� t `r i �r festival .debuts Monomoy/Cape TechT�FY t F� °� _�� H IMAM, NUCLEAR WASTE spenl0eue sturmft nci ity on hold Texas company suspends license bid,for financial reasons tag o4 the federal application resources and is fulfilling its online process took Waste Control mandate to protect the public Read more about Pilgrim By Christine Legere commercial reactors across operation in Andrews County Services by surprise,company health and safety and the envi- Nuclear Power Station: clegereC�capecodonlme.com the country has asked federal in West Texas,but the com- President Rod Baltzer con- ronment,,,,Baltzer wrote.a But capecodtimes.com/pilgrim, - regulators to temporarily halt pany has asked to suspend its ceded in his written request to WCS is also faced with a mag- A Dallas-based company the process on its application. application for now because the Nuclear Regulatory Com- nitude of financial burdens looking to build an interim. Waste Control Services of financial difficulties and its mission on Tuesday. that currently make pursuit of its ongoing operations atic nuclear waste storage facility plans to build the facility expected late-summer acqui- "WCS resPects the NRC's licensing unsupportable." The issue resonates loc for up to 40,000 metric tons beside its current low-level sition by Energy Solutions. process,understands that the The money the companyhas, of spent fuel now scattered at radioactive waste storage The hefty$7.5 million price NRC seeks to efficiently use its Baltzer said.,is needed to keep SEE WASTI FIRST 100 DAYS , BOURNE Trumplow to aC 71 A �7 Tom. A 'ILT T� �� T1 T1T A l��� oepartment wm - ackage of fire-alert Y framedeq c—e te, I gan cookies and a ie Engine 2 Diet," 2fighter's 28-day aging in shape while !HYANNIS it-based meals, to the statement. ates opening. ,' In pncchio-Egesitz door -shooting range celebr ter guard wins I according to a statement about celebration will run from 7 by calling 617-2.07-9217. The municipal range closed npionship ; Cape Gun Works the event. a.m. through 1i p.m. with Admission is free for mem- in 2012,when it was discov- t'ARMOUTH—The 1 plans public Classes are available for. music,prizes,representatives bers.All others may get in with ered the town's insurance did -mouth Regional party Friday every level of gun enthusiast, frommajorgunmanufacturers a suggested donation of not cover the site,which sits of Winter Guard has according to owners Toby and merchant vendors.Special person or$25 per couple,said on conservation land and was )17 New England Cape Cod Times Leary and Brendon Bricklin, guests will include attorney Cape Gun Works spokes- later foundtobeconta,minated. who previously operated a Keith G.Langer,an expert on woman Joanne Codi. To reopen it,the town had to :A Championship for straight year. ( HYANNIS—The new Cape retail store on Barnstable Road. firearms laws,and represen- About 60 o memberships swap nearly 27 acres where the Ord won with its per•- ! Gun Works indoor shooting The 40,000-square-foot, tatives of the Gun Owners' have been sold so far, but range is located with 27 acres of"Puzzled"in front ; range on Airport Road will kick two-story"guntryclub"also Action League and the National there is still plenty of room for of land that had the same envi- 1 off its weekend-long grand will include a retail store,along Rifle Association. anyone who wantstojoin,Codi ronmental value,removing it dsofpeople.Satur em High School with opening Friday with an all-day with 15 shooting lanes divided There also will be live music said. from state conservation status art open to the pub between two bays,an archery from 7 to 11 p.m., featuring The shooting range is at the to municipal control. 94.17,according to a party P P range,a classroom and a mem- singer-songwriter Charlie former Balls to the Wall facility The Barnstable Town Coun- t about the win. ( Cape Gun Works is the larg- the D-Y winter ( est high-tech indoor range in bers lounge. Onlookers will Ferren and the country rock at 96 Airport Road,and offers cil approved that land swap in n the competition the Northeast, aside from a be able to watch the shooting band Walkin'the Line,accord a new option for gun owners November, paving the way )re of 94.64. facility P in New Hampshire,and range through.a ballistic glass ing to the statement. who used to practice at the for the town to reopen the includes an eco-friendly triple viewing pane. For tickets to the nighttime town's outdoor range in West range after a cleanup of the ;od Times HEPA air filtration system, The grand opening concert,an RSVP is necessary Barnstable. contamination. wonowljpo5adeo I sawn poi adej I GIOZ 11Z IhdV`Aup]JA ZTV � r I r i 3 . I I _ i I I d i I �trIHE A Town of Barnstable Regulatory Service Director Richard Scali ' tick, Regulatory Services * * ** * Consumer Affairs Supervisor B Licensing Division Elizabeth G.Hartsgrove MASS. 200 Main Street,Hyannis,MA 02601 s6g9. �0 'OjF 3.l A www.town.barnstable.mams Consumer Affairs Administrative Telephone: 508-862-4778 Fax: 508-778-2412 Officer Assistant Therese Gallant Margaret Flynn HAND DELIVERED April 21, 2017 Downrange Inc. d.b.a. Cape Gun Works Attn: Toby Leary 96 Airport Road Hyannis, MA 02601 _ - Re: WARNING/CEASE & DESIST, Violation of Licensing Rules and Regulations Dear Mr. Leary: <3 It has come tom attention through an advertisement and article in the April 21 2017 Cape Cod Y 9 p � p Times newspaper that Cape Gun Works is holding a Grand Opening event on the unlicensed= ,,premise located at 96 Airport Road. It is noted in the article that classes are being offered to the public throughout the day, and a concert in the evening from 7pm-11 pm at a ticket price to non- members for$15/individual or$25/couple. 1 Though an application has been filed with the Licensing Division to be heard by the Licensing th Authority on. May 8 for a shooting gallery license (MGLc.140§56A) and non-live entertainment license for 5 televisions and a pool table (MGLc.140§183A), the Director of Regulatory Services,_'-, Richard Scali, and I had a meeting with your legal counsel Mark Boudreau on April 6th along i with an email regarding what activities are allowed on the premise prior to being heard by the i Licensing Authority: i Non-members are not allowed to use the shooting range at any time, even through a registered class. Any`entertainment could be offered however without money being exchanged in any relation.to the entertainment. This letter serves as written warning and notice to Downrange, Inc d.b.a. Cape Gun Works i located'at 96`Airport Road, Hyannis MA, that if activities as advertised and described in the , newspaper article is offered prior to being licensed appropriately by the Barnstable Licensing Authority, violations of the following would occur and subject to further action: • Town of Barnstable Licensing Rules and Regulations 501-2. Requirements of ; Licensure: "No individual or establishment may conduct any business which requires a license without first obtaining a valid license" i Town of Barnstable Licensing Rules and Regulations 503-2 Entertainment General'..-. Provisions: "No entertainment shall be permitted without a valid entertainment license on the premise." i • MGLc.140§56A Shooting Galleries: 'Whoever conducts a shooting gallery unless' 'h licensed hereunder shall be punished by a fine..." I Cape Gull tl-orks warnin>>;Cease&Desist I Ira,e.1 April?I.2017 i , Should you..have any questions regarding this matter, please contact this office. Respe Ily, ElkvbeWG. Hartsgrove Consumer Affairs Supervisor CC: Richard Scali,Director of Regulatory Services Lt.Murphy/CA Officer Gallant Licensing Authority Hyannis Fire Chief Dean Melanson ;c Building Commissioner Paul Roma ENCLOSURE: Email to Atty.Mark Boudrea from E.Hartsgrove,dated April 6,2017 Re:Cape Gun Works April 21,2017 Cape Cod Times front page Cape Cod Times,April 21,2017 Page Al2 Ehl1 f t • i 9 g 3 i b Cape i;un V orks wainine/Cease<< Desist i l'w-o 2 April 2 I. 201 f ( Hartsgrove, Elizabeth From: Hartsgrove, Elizabeth Sent: Thursday,April 6, 2017 9:55 AM To: 'mark@boudreaulaw.net' Cc: Lauzon,Jeffrey; Flynn, Margaret;Anderson, Robin; Melanson, Dean;Gallant,Therese; Scali, Richard; Roma, Paul Subject: Cape Gun Works Good morning Mark, I understand that you represent Cape Gun Works and I wanted to bring to your attention some timely issues in regards I to their'upcoming opening at 96 Airport Road. According to MGL c. 140§56A, a shooting gallery license is required through the Licensing Authority. I understand that your client received an email from Chief Melanson on March 301h with an opinion that a license was not necessary due to the word "resort" mentioned in the statute. Please be aware that the Chief represents the Hyannis Fire District, riot- the Town of Barnstable and more specifically, is not the staff support for the Town licensing Authority who issues,and'-.. regulates such activity in the town, Furthermore, it was clearly indicated in Site Plan Review letter from Tom Perry that all other required licenses and permits needed to get approval. I have received word from our Legal department that what your client is proposing would require a license as defined in §56A. Waiddition,Cape Gun Works is.advertising a grand opening on social media along with Entertainment. Maggie received an application for annual entertainment license that would include 1 pool table,5 tvs and 6 performers. An entertainment license requires abutter notification as well legal ad prior to the public hearing. Please be aware that the application filed with my office was incomplete.The main application was not included nor was a floor plan approved by the Building Commissioner who will determine if any of the proposed entertainment is permitted:,; through zoning and the approved site plan which did not reference any entertainment on the premise. That being said, Cape Gun works is not permitted through my division or the Licensing Authority to operate the indoor shooting range or any form of entertainment and any operation of those activities prior to proper approvals will be in Violation of the Town rules and regulations as well as MGL. I<arnlmore than happy to discuss this with you at your convenience as well as what options are available to your client for their grand opening this weekend. Thank you for your consideration towards this email, Lir-Hartsgrove Elizabeth G. Hartsgrove Towmof Barnstable Consumer Affairs Supervisor 200,Main Street Hyannis, MA 02601 508 862=4670 f .i f" ... S k4-h', 5 ` j1 • PE Ti s THE YEAR � I SPORTS A ]IN CAPLIUFXK `Torrella +r. rr 1p-day �. ,t�� . , 4 ,�� � f own styl ' ' rw _ Arts prin 9 Monomoy/Cape Tech festival debuts r. . I r p ,.r• r• e t e '� NUCLEAR WASTE AMMI un hold S'pe ue a UAok MAOh'amok Texas company suspends license bid.for financial reasons tag ou the federal application resources and is fulfilling its Online process took Waste Control mandate to protect the public Read more about Pilgrim By Christine Legere commercial reactors across operation in Andrews County Services by surprise,company healthand safety andtheenvi- Nuclear Power Station: clegereeacapecodonlinecom the country has asked federal in West Texas,but the com- President Rod Baltzer con- ronment,"Baltzer'wrote."But regulators to temporarily halt pany has asked to suspend its ceded in his written request to WCS is also faced with a mag- capecodhmescom/pilgrim. A Dallas-based company the process on its application. application for now because the Nuclear Regulatory Com- nitude of financial burdens Looking to build an interim Waste Control Services of financial difficulties and its mission on Tuesday. that currently make pursuit of its ongoing operations aflc nuclear waste storage facility plans to-build the facility expected late-summer acqui- "WCS respects the NRC's licensing unsupportable:" The issue resonates loc for up to 40,000 metric tons beside its current low-level sition by Energy Solutions. process,understands that the The moneythe companyhas, " of spent fuel now scattered at radioactive waste storage The hefty$7.5 million price .NRC seeks to efficiently use its Baltzer said,is needed to keep SEE WASTE h• . . FIRST 100 D S �. BOURNE Tr _ - - h slow to ac -' .. A� �- "T� A T T� T1 T� TAT A hl T� a aepartment wm Jill t ackage.. fire alert 3 framed certificate, ~ ' gan cookies S he Engine 2 Diet," efighter's 28-11 ..:: aying in shape while nt-based meals, HYANNIS to the statement � rang "' n p l "� n l•n Arecchio-Egresitz -shooting1 + 11 e-- celebrates O enin lod bor g . p g Itel'guard Wins accordingto a statement about celebration'will run from 7 by calling 617-207-9217. The municipal range closed Ii11p1011Ship Ca e Gun Works � p � the event. a.m. through 11 p.m. with Admission is free for mem- in 2012,when it was discov- YARMOUTH—The Plans public p P Classes are available for: music,prizes,representatives bers.All others may get in with ered the town's insurance did .rmouth Regional party Friday • every level of gun enthusiast, from major gun manufacturers a suggested donation of$15Per not cover the site,which sits Ill Winter Guard has according to owners Toby and merchant vendors.Special person or$25 per couple,said on conservation land and was O17 New England Cape'CodTimes Leary and Brendon Bricklin, guests will include attorney. Cape Gun Works spokes- laterfoundtobecontaminated. A Championship for who previously operated a 'Keith G.Langer,an expert on woman Joanne Codi. To reopen it,the town had to id straight year. HYANNIS—The new Cape retail store on Barnstable Road. firearms laws,and represen- About 60o memberships swap nearly 27 acres where the ird won with its per- Gun Works indoor shooting The 40,000-square-foot, tatives of the Gun Owners' have been sold so far, but range is located with 27 acres of"Puzzled"in front range on Airport Road will kick two-story"guntry club"also Action League and the National there is still plenty of room for of land that had the same envi- !ds of people.Satur- off its.weekend-long grand will include aretal store,along Rifle Association. anyone who wants to join,Codi ronmental value,removing it Iem High School with opening Friday with an all-day with.15 shooting lanes divided There also will be live music said. from state conservation status F 94.17,according to a party open to the public. between two bays,an archery from 7 to 11 p.m., featuring The shooting range is at the to municipal control. it about the win. Cape Gun Works is the larg- range,a classroom and a mem- singer-songwriter Charlie former Balls to the Wall facility The Barnstable Town Coun- the D Y winter est high-tech indoor range in bers lounge. Onlookers will Ferren and the country rock at 96 Airport Road,and offers cil approved that land swap in n the competition the Northeast, aside from a be able to watch the shooting band Walldn'the Line,accord- a new option for gun owners November, paving the way I of 94.64. faclityinNew Hampshire,and range through.a ballistic glass ing to the statement. who used to practice at the for the town to reopen the includes an eco-friendlytriple viewing Pane- For tickets to the nighttime town's outdoor range in West range after a cleanup of the Cod Times HEPA air filtration system, The grand opening concert,an RSVP is necessary Barnstable. contamination. {;[ wo -sawgpoaadII sall poo adeo I LTOZ'TZ 11ill ZTV Rs'. ., _ Town of Barnstable _ Buildi •n s �u►x:vsr pest Th�sCard That,t is�lis�ble rom the StreetRpprovedl?Ians Must.be etaned on lob ancl.this rd,Must be>Kept osted� .z, Final:lnsp :ion Has B e Mad ,�. �, u '`r y� 1 ,,,�sR Where a Certificate of O.ceu an , s Rea wired such u ldin° shalLNat be:Occu ied until=a Final lns eccion as b n made: Per mit Permit No. B-17-792 'Applicant Name: Approvals Date Issued: 04/12/2017 Current Use: Structure Permit Type: Building-Sign Expiration Date: 10/12/2017 Foundation: Location: 96 AIRPORT ROAD,HYANNIS Map/Lot 294 071 Zoning District: SPLIT Sheathing: Owner on Record: 96 AIRPORT ROAD LLC Contractor Na e: Framing: 1 Address: 145 BARNSTABLE ROAD ., Contractor Rens.e 2 r HYANNIS, MA 02601. Est Project Cost: $0.00 4 Chimney: Description: 118 sq ft signs total _ ` Fermrt Fee: $200.00 Insulation: SIGN 1 CAPE GUN WORKS 22'X4"=88 S.F. ON BUILDING ,fee Paid $200.00 z F �; Date 4/12/2017 Final: DETACHED SIGN#2 Plumbing/Gas 6'HX5'W=30 S.F. 5 �� Rough Plumbing: Zon ng Enforcement Officer Final Plumbing: A�K ., Project Review Req: 118 sq ft signs total Rough Gas: SIGN 1 CAPE GUN WORKS 22'X4"=88 S F& Final Gas: ON BUILDING ,M �.. Electrical DETACHED SIGN#2; r Service: 6'HX5'W=30 S.F. Rough: Final: Low Voltage Rough: Low Voltage Final: Health Final: Fire Department Final: 1 ` ' . Town of Barnstable : : � ,r r .. Building os rs CardSo Thal rt"�s '.is�blerFrom he Street.,:A roved Plans"Must be Retainedob�and this rd Must b Kept:. 27 t!►1t1S1'AB1i.!! �a a :.,y '° a � �+- .s,s�%•" a pp .:.:'�.` , k c p ' . ., Posted Until Final lnspection "as 8een,Made: • W„fie, er#ifieategof ccu anc is,Re utred,"such,l3tld�n shall NotLbe""' cu ie u #iIa2Ftna11"rs ectron has been made: Permit. This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this-permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. .This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for.the entire duration of the work until the completion of the same. The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are provided on this permit. . Minimum of Five Call Inspections Required for All Construction Work: i . 1.Foundation or Footing s 2.Sheathing Inspection 3.All Fireplaces must be inspected at the throat level before firest flue I ni ing s installed ......... 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection R , S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation ? 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations �., W Work shall not proceed until the Inspector has approved the various s gesxof construction F 6 "��� .. "Persons contracting with unregistered contractors do not have,access to theaguaraniy fund {asset forth in MGL c.142A). �, i' s , Building plans arse to lie available on site°°• " All Permit Cards are the property of the APPLICANT-ISSUED RECIPIENT .,.3.,. ^� r l a " �'" d I t i 0(Ic Town of Barnstable Regulatory Services ���Qj " '"R''731'A8MNAM " Richard V.Scali,Interim Director .1 Building Division3 Tom Perry, Building Commissioner oF6,�� 1�Jr, 200 Main Street, Hyannis,MA 02601 www.town.barnstable.ma.us �41&4- Office: 508-862-4038 Fax: 5088-7790-6230 Permit# 9 l Building Official approving________ Application for Sign Permit / Applicant:__q6 /Qirparf dL_�C_-----------Assessors No.__aq 1 0 7/_ Doing Business As:_C0 p _l�v_r �t1C ---Telephone No. D$_TTT7 7/- 00 Sign Location q / Street/Road: _-1(�_At rood ------- Zoning District Old Kings Highway? Yes Hyannis Historic District? Ye� Property Own r Name:_- I i)tj Leary-------------------Telephone: 7 7V M-55'71 --------------------Village:---Yyq'Y41L--------- Sign Contractor Name:_ Fv� (�r �,�CS _ Telephone: _3�5= Mailing Address: L __Circle (9;11 eri'ca _AA0 LLZL Description Please follow the cover directions.You must have an accurate rendition of sign with dimensions and location. Is the sign to be electrified? SNo Note.If es a wir-m ermitis required) 1 1 0 3 0 6��'� `S �✓ Width of building face ft x 10= 30 Y x.10=_ l Check one Reface existing sign or New 1 Total Sq.Ft.of proposed sign (s) Ifyou hare additional signsl-lease attach a sheetlisting each one with diiuen,sions If refacing an existing sign please provide a picture of the existing sign with dimensions. I hereby certify that I<un the owner or that I have the authority of the owner to make this application, that the information is correct and that the use and construction shall conform to the provisions of §240-59 through§240-89 of the Town - 'le Zoning Ordinance. Signature of Owner/Authorized Agent:_ ---- Date_ o2 7 0U)0'0C59c9Vo (OL)w3c(- ,('0rI SIGNS/SIGNREQU revisedl 10413 Cis f i 96 Airport Road - Hyannis (Signage) Proposed: Sign#1 t Building Sign: 22' W x 4' H = 88 s.f. Design: 3D polished aluminum letters, LED backlit . Mounting: acrylic substrate, masonry fasteners Sign #2 Road Sign: 6' H x 5'W= 30 s.f. 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"�r `�''. ��' i'u 3b � •C"''*�, .� g tk , m , vv �gy f�yyp'I a��i f,� Y ` % �• •� �' � f,5, ��y f '3 c�V,$�� k jd •• a �a � �4c� r •ea Sae i.!q � „, a ��� s�. �v� s£4� TIT 17 # t aFta q 6 'in III re f e \\ .\s r .^2: k �`�"����+a � 't°'= Z�""�.?.'� - ��•`� 3^ e ^fir :�e>F s�,. as EXISTING BUILDING MAP 294 MAP 294 I PARCEL 74 PARCEL71 EXISTING PARKING 93,218 S.F t c::ISTING TRANSFORMER L'UILOING PLAN CONCRETEPAD 7\ "1 20 AT 96 AIRPORT ROAD HYANNIS -E:<IS71hG _ . _ MASSACHUSETTS 1:. .- - - - �'. `' (BARNSTABLE COUNTY) 10 REVISIONS: No. Dale Dm,Ipllon MAP 294 PARCEL 66 , - '. i•ram-.� \. 25PGF"' \\\\ PREPARED FOR . -.', -.-. i � .. \ .•-'�� � DO WN WN RANGE INC. f C I \5PPG `'�\ \� HYANNIS,MA ENGINEERING BY: PARKING SPACES FOR. L.7�TOWN d! E EPk31i[c ERll1u• - OF 0ARN5T.48LE LICENSE f550CIAL,l ES,IrIC. - 'fs-duani L Pemv,P.E,LEEO-AP 1 .. _ .. LSl RXYMONDRD PLY MU UTHTM•MAA 02360 --. - PesceNamc�ae.net "I SJJ-7i3•?206 Al::508• SURVEYING BY: :- •' - = JC ENGINEERING INC •• SA OF yis� - 2854CRANBERRY HIGHWAY EAST WAREHAM.MA 0253E UWARD L. w PESCE 508-273-0377 - CIVIL , NO. 32001 Dab: 7/15115 it FI.ld C— JLCIMDF NAL Omlgned By:ELP EXISTING PARKING PLAN Drum By: JDF ,•A�. SCALE:1"-20' Chocked By: ELP SCALE: 1"= 20' 0 10 20 40 FEET Jab No: 946 M' ... SHEET 1 OF 1 Page 1 of;,1. I Anderson ((, Robin T From: Hartsgrove, Elizabeth Sent: Thursday, April 06, 2017 9:55 AM 4 To: 'mark@boudreaulaw.net' Cc: Lauzon, Jeffrey; Flynn, Margaret; Anderson, Robin; Melanson, Dean; Gallant, Therese; Scali, Richard;Roma, Paul Subject: Cape Gun Works Good morning Mark, I understand that you represent Cape Gun Works and I wanted to bring to your attention some timely issues in regards to their upcoming opening at 96 Airport Road. According to MGL c. 140§56A, a shooting gallery license is required through the Licensing Authority. I understand that your client received an email from Chief Melanson on March 30th with an opinion that a license was not necessary due to the word "resort" mentioned in the statute. Please be aware that the Chief represents the Hyannis Fire District, not the Town of Barnstable and more specifically, is not the staff support for the Town licensing Authority who issues and regulates such activity in the town. Furthermore, it was clearly indicated in Site Plan Review letter from Tom Perry that all other required licenses and permits needed to get approval.;''-[: . have,.received word from our Legal department that what your client is proposing would require a license as defined in §56A. In addition, Cape Gun Works is advertising a grand opening on social media along with Entertainment. Maggie received an application for annual entertainment license that would include 1 pool table, 5 tvs and 6 performers. An entertainment license requires abutter notification as well legal ad prior to the public hearing. Please be aware that the application filed with my office was incomplete.The main application was not included nor was a floor plan approved by the Building Commissioner who will determine if any of the proposed entertainment is permitted through zoning and the approved site plan which did not reference any entertainment on the premise. That being said, Cape Gun works is not permitted through my division or the Licensing Authority to operate'tte indoor shooting range or any form of entertainment and any operation of those activities prior to proper approvals will be in violation of the Town rules and regulations as well as MGL. am.more than happy to discuss this with you at your convenience as well as what options are available to your- client for their grand opening this weekend. Thank you for your consideration towards this email, Liz.Ha rtsgrove Elizabeth G. Hartsgrove Town of Barnstable Consumer Affairs_ .Supervisor 200.Main Street Hyannis, MA 02601 508-862-4670 r h ' 4/6%2017 tHETp,_O� Town of Barnstablevv- v Building Department-200 Main Street o Hyannis, MA 02601 Tel. (508) 862-4038 Temporary Certificate Of Occupancy Permit Number: B-2016-0072 CO Issue Date: 4/20/2017 Parcel ID: 294-071 Zoning Classification: SPLIT Location: 96 AIRPORT ROAD, HYANNIS Proposed Use: 4010 Permit Type: Addition/Alteration-Commercial General Contractor: KEVIN E MURPHY Comments: CAPE COD GUN WORKS TEMP CO EXPIRES ON 5/20/17 ....._......... 4/20/2017 Building Official Date: Town of Barnstable Building:Department-200 Main Street `gyp Hyannis, MA 02601 Tel. (508) 862-4038 Temporary Certificate Of Occupancy Permit Number: B-2016-0072 CO Issue Date: 4/7/2017 Parcel ID: 294-071 Zoning Classification: SPLIT Location: 96 AIRPORT ROAD, HYANNIS Proposed Use: 4010 Permit Type: Addition/Alteration-Commercial General Contractor: KEVIN E MURPHY Comments: CAPE GUN WORKS TEMP C.O. EXPIRES ON 4/21/17 BASEMENT WORK NEEDED 4/7/2017 kl Building Official Date: OU4 Roma' "Taul ~. From:.: Weil, Ruth Sent: Thursday, March 30, 2017 11:04 AM To ' Mark Boudreau (mark@boudreaulaw.net) cc:::: Roma, Paul; Parsons, Roger Subject:.: FW: Proposed License Attachments: License Agreement96AirportLLC.d6cx; 96 Airport Road - Parking License Plan;(1;5 July 2015).pdf ,. r - i Dear Mark: Following up on today's conversation, attached please find the proposed license agreement and license plan.As-we -°discussed, before the Agreement can be signed,the parking spaces must be brought into compliance with the attached , plan.Thi?,Building Commissioner and Town Engineer are available resources to assist your client in this regard,A's no in my July 6`h a-mail, additionally,the Town will need the following: Certificate of Good Standing for the LLC 2s Approval of Insurance as per Section 11 of License Please do not hesitate to contact me if you have any questions. Best, Ruth Rib J.'[1'/er/T'o«n Attorney Town of Barnstable 367'.'Mai Street I v'annis; NL/k- 02601 08-812=4620 (telephone) 50H 862=4724 (fax) ' The information contained in this electronic transmission ("e-mail"),includi.ng any attach.men.t. (the "Information"), m:ay be' confidential or otherwise exempt from disclosure. It is for the addressee only. This Information maY. 'Ibe privileged and confidential attorney work-product or a privileged and confidential attorney-client conunuhi'ation. I'he;Information may also be deliberative and pre-decisional in nature.As such,it is for internal use only. i`le Information may not be disclosed without the prior written consent of the Town Attornev's Office of the Town' of, Barn&6,Ole: If you have received this e-mail by mistake,please notify the sender and delete it from your system.'= 1 ease'do not copy or forward it. Thank you for vour cooperation. From Weil, Ruth Sent: Wednesday, July 6, 2016 5:30 PM To :Mark Boudreau (mark(ftoudreaulaw.net) r Subject: Proposed License Dear Mark: It was a pleasure to speak with you today. As promised, I am attaching the proposed Licensing Agreement and License Plan6efore the Agreement can be signed, the Town will need the following: h 1 Certificate of Good Standing for the LLC r2:y. Approval of Insurance as per Section 11 of License ,: j I have also asked the Building Commissioner and the Town Engineer to confirm that the provisions of site plan review approval relating to the seven parking spaces have been satisfied. Please.don't hesitate to contact me with any questions.All the best,.Ruth kahJ: Weil Town Attornev Town of Barnstable 367 Nlain'Street Hy?ni�ts;i�L� 02601 3O$= 62 4620 (telephone) 50878(12.4724 (fa:,) The information contained in this electronic transmission ("e-trail"),including any attachment (the "Information"), rnay_- e,confidential or otherwise exempt from disclosure. It is for the addressee only. This Information iizaj privileged and confidential attorney work-product or a'privileged and confidential attorney-client communication. The Information.may also be deliberati-ve and pre-decisional in nature. As such, it is for internal use only. The.. Infoimation may not be disclosed without the prior written consent of the Town.A.ttorney's Office of the Town of Barnstable. If.you have received this e-mail.by mistake,please notify the sender and delete it.from your system. Please.do not copy or forward it. 'Thank you for your cooperation. 2 YOU WISH TO OPEN A BUSINESS? For Your Information: Business certificates (cost$40.00 for 4 years). A business certificate ONLY REGISTERS YOUR NAME in town (which you must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Main St., Hyannis. Take the completed form to the Town Clerk's Office, 1st FI., 367 Main St., Hyannis, MA 02601 (Town Hall) and get the Business Certificate that is required by law. DATE: Fill in please: > APPLICANT'S YOUR NAME/S: (O BUSINESS YOUR HOME ADDRESS: c/ fF f � TELEPHONE # Home Telephone Number b NAME OF CORPORATION: C NAME OF NEW BUSINESS TYPE OF BUSINESS _F IS THIS A HOME OCCUPA I N? YES NO ADDRESS OF BUSINESSf MAP/PARCEL NUMBER (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. — (corner of Yarmouth Rd. & Main Street) to make sure you have the appropriate permits and licenses required to legally operate your business in this town. 1. BUILDING COMMISSIONER' OFFICE This individual has be orm d fa ny permi uirements that pertain to this type of business. Authorized Signature* COMMENTS: 2. BOARD OF HEALTH This individual has been informed of the permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 3. CONSUMER AFFAIRS(LICENSING AUTHORITY) This individual has been informed of the licensing requirements that pertain to this type of business. Authorized Signature* COMMENTS: - 'ti :; Roma, Paul From: Parsons, Roger Sent: Thursday, March 30, 2017 6:20 AM To: 'Weil, Ruth; Roma, Paul Subject: RE: Proposed License Thanks all I had an inspector look at but has not reported yet—looks as though they still need to comply-Roger' From: Weil, Ruth Sent: Wednesday, March 29, 2017 3:38 PM To: Roma, Paul Cc: Parsons, Roger Subject: RE: Proposed License I have reached out to Gun Works'attorney twice today. I am hoping it's an easy fix to bring the parking into compliance with the Site Plan Review requirements. I will keep you and Roger posted. Best, Ruth 'uth J. lrleil '.Fo. n.A.ttorney 1'o�tin of Barnstable 367 Mail Street Iyaiinis,NIA 02601 ,508-862-4620 (telephone) .508-8024724 (fax) The information contained in this electronic transmission ("e-mail"), including any attachment (the "Information"), m.av be confidential or otherwise exempt from disclosure. It is for the addressee only. This .Information may be priNTileged and confidential attorney work-product or a p.r.Mi.leged and confidential.attorney-client communication. The Information may also be deliberative and pre-decisional in nature. As such,it is for internal use only. The In may not be disclosed without the prior written consent of the'I"own Attorneys Office of the'I'o«Tn of Barnstable. If you have received this e-mail by mistake, please notifiT the sender and delete it from your system. Please do not copy or forward it. 'Thank you for your cooperation. From: Roma, Paul Sent: Wednesday, March 29, 2017 2:40 PM To: Weil; Ruth Subject: RE: Proposed License Hi.Ruth : The:eight spaces are still there, No certificate of occupancy will be issued until all required elements are completed including construction control documents. Thanks;;.; Pauly: . From: Weil; Ruth � _... .... Sent: Wednesday, March 29, 2017 10:58 AM To:.-Roma, Paul; Parsons, Roger Cc: Houghton, David; McLaughlin, Charles Subject; FW: Proposed License Dear Paul and Roger: It has come to my attention that Gun Works has scheduled its opening. However, we still do not have a signed license agreement. In July, 2016, 1 communicated with GunWorks' attorney the concern that you both previously expressed to me:about an unpermitted and dangerous 8th space in the Town's layout. That was the major impediment to the... . execution of the license Agreement. Can you please confirm that that space has, in fact, been removed and that the` paeking is now in compliance with the Site Plan review approval.Thank you. Best, Ruth Ri dh J. Veil Town Attorney Town of Barnstable 3671Main Street Hyannis, NIA 02601 508-8624620 (telephone) 508-8624724 (fat) The information contained in this electronic transmission ("e-mail"),including any attachment (the "Information"), maV:be'confidential or otherwise exempt from disclosure. It is for the addressee only. This .Information may be privileged and confidential attorney work-product or a privileged and confidential attorney-client communication. The firiformation mays also be deliberative and pre-decisional in natur..e. .As such, it is for internal use only. The" Information may not be disclosed without the prior written.consent of. the Town.Attorney's Office of the."I'6tin.of Barnstable. If you have received this e-inail by mistake,please notify the sender and delete it from.your. system: Please do not copy or fot-ward it. Thank you for Sour cooperation. I I I 1 ak, ` c. ° Town of Barnstable MB U, Regulatory Services i6jp � Building Division 200 Main Street,Hyannis,MA 02601 508-862-4679 fax 508-862-4725 Initial Site Plan Review Issues & Concerns Applicant: Cape Gun Works SPR#: 014-15 Property Address: 96 Airport Road,Hyannis Map/Parcel: Map 294,Parcel 071 Zoning: Industrial,GP Overlay Proposal: Project involves the conversion of an existing indoor paint ball/laser tag&storage facility to an indoor firing range,and retail sporting goods store on the main level. The basement level will house a wood shop to accommodate the applicant's woodworkingibuilding business,and provide cold storage. The above proposal was reviewed in a site plan review staff meeting held June 16, 2015 in preparation for the formal site plan review meeting scheduled June 18, 2015. The following comments were offered: • It pears that there is parking parkmgo Town road`s''§required°t�o be obtained from'the Town Manager. • It appears that there are 10 -11 parking spaces included in the count that are on 80 Airport Road property. Is there an easement or parking agreement? • An construction proposed at the rear of the property within the wetland setback may require a Y p p P p Y Y q Conservation Commission filing. • Question was raised regarding the type of cold storage and if it will be accessory to the sporting goods? • The Barnstable Police Department must be consulted as to what approvals are required for this use. • Consultation and approvals from the Hyannis Fire Department for requirements for uses/storage will be required at the building permit stage. • The DPW sewer treatment facility supervisor, Andrew Boule 508-790-6335 must be contacted regarding proposed discharges into the Town sewer system and requirements for same. • A waste disposal plan is requested for disposal of bullets, etc. • Proof of the ability to meet parking demands by right will be required. • A floor plan is requested that depicts the uses, entrances and other detail in order to better understand the nature of the business. FORMAL SITE PLAN REVIEW JUNE 18, 2015 1 r <..: r- SIN / WETLAND AREA PVC OUT \. GC•�. _� ___...._._. \ ,;,' 1... i pq yCF`C PE Z / �,.r. NC, \ —" sI i, t \i r / i CB N i 'A t _ 71 �: DUMPSTER � DRAIN \i. \\CB SMH hA-� M'rV �\ —` i 1 SPACE 19.0'X 23.(Y) MAP ' PARci EXISTING BUILDING o�' •. g o MAP 294 PARCEL71 93,218 S.F t p� SMH SMH' 1\ ,, •� �//�' /S tJ, t `` I ?? SMH Ex I I EXISTW BUILDING �" 52--_ � ' ' I TRANSFORMER MAP 294 a, ..�:k CONCRETEPAD y� l 3 ' PARCEL 68 :;, _ .' :i Y '•�� tir /,' ;' i�y „J', .r,�� n �2� r�j _. _ _' -R.1243. ' i i . 11 a 1 1 EE _ — t....- Rho -_ ....... �5 4 } y, 351j4 _ s u - r i YOU ....,..�.'� / —\2 , s i - 4 • � � � G pF.PAJF•-' ...-..- i EXISTING PARKING PLAN SCALE:1"=20' Roma, Paul From: Deputy Dean Melanson <dmelanson@hyannisfire.org> Sent: Friday, March 3, 2017 4:54 PM To: Anthony P. Caputo P. E. cc: rick@cancofiresprinkler.com;Jason Beaudreault;William Rex; Lt.John Cosmo; Roma, Paul Subject: Re:Cape Gun Works 96 Airport Road Hyannis Attachments: PastedGraphic-3.tiff " Importance: High Good Afternoon, The Building Commissioner and I have met on this request and we both concur that it is a viable and most importantly an approvable option. Please move ahead with this and ensure the fire alarm installation company is up to speed on the additional equipment. Chief"Dean L. Melanson Hyannis Fire Department 95.High School Road Extension Hyannis MA 02601 508-775-1300 Fax 508-778-6448 ..On Mar 2, 2017, at 8:49 AM, Dean Melanson<dmelansonghyannisfire.org>wrote: Apparently the attachement did not go through on the email thread, here it is - Sorry. <Obstruction Sprinkler Alternative Request.PDF> <PastedGraphic-3.tif Chief Dean L. Melanson Hyannis Fire Department 95 High School Road Extension Hyannis MA 02601 508-775-1300 Fax 508-778-6448 On Mar 2, 2017, at 832 AM, Dean Melanson<dmelanson@hyannisfire.org> wrote: Good Morning Paul As you know, we have been working with the Cape Gun Works at 96 Airport Road to provide proper sprinkler protection to the building. NFPA 13 does not 1 f � deal with sprinkler protection for gun ranges specifically and there are justifiable concerns over the placement of sprinkler heads and the potential for bullets striking a head. We have had conversations with the Fire Protection Engineer for the project and I believe he has come up with an acceptable alternative to the prescriptive sprinkler head placement requirements. .Hyannis Fire supports the alternative arrangement proposed and your approval is required before this can proceed. Please see the attached documents and let me know. <PastedGraphic-Itiff�> Chief Dean L. Melonson Hyannis Fire Department 95 High School Road Extension Hyannis MA 02601 508-775-1300 Fax 508-778-6448 On Mar 1, 2017, at 4:56 PM, Anthony P. Caputo P. E. <apcaputo cr,pyrotech.comcastbiz.net>wrote: <Obstruction Sprinkler Alternative Request.PDF> 2 Town of Barnstable Building -*- �APtlifSi'AKa':: �.. ,..:;.�:•."e.'�er�.��:, : _- �€ � .,.c�:;u�a..,a.,.;y":x..� �:q�u.'. ,.,�.'..,,.; � .,�P.�P> � s �r , � � � :a<• Permit bII Permit NO. B-2016-0072 Applicant Name: MURPHY, KEVIN Approvals Date Issued: 03/21/2016 - Current Use: 4010 Structure Permit Type: Addition/Alteration-Commercial Expiration Date: 03/21/2017 Foundation: Location: 96 AIRPORT ROAD,HYANNIS ) Map/Lot 294-071 w Zoning District: SPLIT Sheathing: Owner on Record: INDEPENDENCE PARK INC Contractor Name KEVIN E MURPHY Framing: 1 4 z 3'z 4. Address: PO BOX 1776 ;; Contract r L e onse" 072887 2 HYANNIS , MA 02601 E Project Cost: $1,600,000.00 Chimney: Description: RENOVATE EXISTING INTERIOR PAINTBALL/LAS��TgG STORAGE PerrnitFee: $ 14,695.00 FACILTO INDOOR FIRING RANGE AND RETAIL SPORTING, FINISHES& Insulation: PaidX $14,695.00 MEWS.CHANGE OF CONTRACTOR 3/31/16 FROM M" ICHAEL WHITE TO Final: KEVIN MURPHY PERMIT EXTENDED FOR SIX MONTHS EXPIRES ON Date 3/21/2016 3/21/17 r iMl Plumbing/Gas Project Review Req: RENOVATE EXISTING INTERIOR PAINTBALL/LASEIi TANG STORAGE ' Rough Plumbing: FACILTO INDOOR FIRING RANGE AND RE-MAIL-SPORTING" �, ' Building Official Final Plumbing: FINISHES&MEWS.CHANGE OF CONTRACT®R-3/31/16 FROM MIICHAEL WHITE TO KEVIN MURPHY PERMIT EXTENDED FOR t SIX MONTHS EXPIRES ON 3/21/17 Rough Gas: This permit shall be deemed abandoned and invalid unless the work authorized;by this permit is commenced within six months after issuance. Final Gas: All work authorized by this permit shall conform to the approved applic11ation and the approved construction documents:forwhi h this permit has been granted. All construction,alterations and changes of use of any building and structures shall be incompliance with the local zomn'g by taws grid codes. Electrical This permit shall be displayed in a location clearly visible from access street or road and shall�be maintained open for public inspection for the entire duration of the work until the completion of the same. Service: WWI �z � Rough: The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire®fficials are provided on this permit. g Minimum of Five Call Inspections Required for All Construction Work: Final: 1.Foundation or Footing 2.Sheathing Inspection Low Voltage Rough: 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection Low Voltage Final: S.Prior to Covering Structural Members(Frame Inspection) 6.Insulation Health 7.Final Inspection before Occupancy Final: Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. Work shall not proceed until the Inspector has approved the various stages of construction. Fire Department "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Final: � s OISI 1. -44 Town of Barnstable BLilldlil • t Post This.Gard So That it is Visible From the Street Approvetl Plans Must'be Retamed orrJob and this Card Must be Kept Posted a lUntil Final Inspection Has"Been Made ;' " k °� • �,d Where a Cert16 ificate of Occupancy is Required,such Building shall Not be Occupied until a Final Inspection has been made er �t Permit No. B-2016-0072 Applicant Name: MURPHY, KEVIN Map/Lot: 294-071 Date Issued: 03/21/2016 Current Use: 4010 Zoning District: SPLIT Permit Type: Addition/Alteration-Commercial Expiration Date: 09/21/2016 Contractor Name: KEVIN E MURPHY Location: 96AIRPORT ROAD,HYANNIS Est. Project Cost: $1,600,000.00 Contractor License: 072887 Owner on Record: INDEPENDENCE PARK INC Permit Fee: $14,695.00 Address: PO BOX 1776 Fee Paid: $ 14,695.00 HYANNIS MA 02601 Dater 3/21/2016 Description: RENOVATE EXISTING INTERIOR PAINTBALL/LASER TAG STORAGE FACILTO INDOOR FIRING RANGE AND RETAIL SPORTING, FINISHES&MEP'S.CHANGE OF CONTRACTOR 3/31/16 FROM MIICHAEL WHITE TO KEVIN MURPHY / Project Review Req : y Building Official This permit shall be deemed abandoned and invalid unless the work authorized by this permit is commenced within six months after issuance. All work authorized by this permit shall conform to the approved application and the approved construction documents for which this permit has been granted. All construction,alterations and changes of use of any building and structures shall be in compliance with the local zoning by-laws and codes. This permit shall be displayed in a location clearly visible from access street or road and shall be maintained open for public inspection for the entire duration of the work until the completion of the same. t The Certificate of Occupancy will not be issued until all applicable signatures by the Building and Fire Officials are rprovided on this permit. Minimum of Five Call Inspections Required for All Construction Work: 1.Foundation or Footing 2.Sheathing Inspection j 3.All Fireplaces must be inspected at the throat level before firest flue lining is installed 4.Wiring&Plumbing Inspections to be completed prior to Frame Inspection 5.Prior to Covering Structural Members(Frame Inspection) 6.Insulation 7.Final Inspection before Occupancy Where applicable,separate permits are required for Electrical,Plumbing,and Mechanical Installations. "Persons contracting with unregistered contractors do not have access to the guaranty fund" (as set forth in MGL c.142A). Building plans are to be available on site All Permit Cards are the property of the APPLICANT- ISSUED RECIPIENT r WILLIAMS 4Z In 2F Buildmith Witli—..coin Town of Barnstable Regulatory Services Building Division 200 Main Street Hyannis, MA 02601 Attn: Mr.Thomas Perry Building Commissioner Dear Mr. Perry: , Please let this letter serve as written confirmation that Michael White is currently employed as a ' Project Manager with Williams Building Company, Inc., and is covered by our company's current Workers' Compensation Insurance Policy, as provided to us by Eastern States Insurance Agency, Inc., Policy#08WEQT445. Furthermore, he will be involved with the Cape Gun Works project,whose building permit has been filed with your office under Application#20160072. If you have any further questions, please do not hesitate to contact me. Thank you. Best Rega s, Jiro Bouch t, 1XNce President Re ' n Operations 196 Old Town House Road West Yarmouth,MA 02673 P: 508-394-3644 F: 508-394-3266 BuildwithWilliams.com 1 t 102.1 General.Where there is a conflict between a general requirement and a specific requirement,the specific requirement shall be applicable.Where in any specific case different sections of this code specify different materials,methods of construction or other requirements,the most restrictive shall govern. 102.2 Other Laws and Specialty Codes.The provisions of this code shall not be deemed to nullify any provisions of local,state,or federal law,or the regulations pursuant to specialty codes listed in section 101.4 of the International Building Code 2009 with Massachusetts Amendments(780 CMR 101.4). , 102.2.1 Fire Protection Systems.Notwithstanding other provisions of this code,the requirements of this section are applicable in existing buildings..In case of conflict,between regulations of 780 CMR,the more restrictive requirement applies. 102.2.1.1 Major Alterations.When existing buildings or portions thereof undergo additions or alterations, M.G.L.c. 148,§26G may apply with respect to automatic sprinkler requirements.The requirements of this 1 statute are enforced by the fire official.Applicability of these requirements can be found at the Department of Fire Services web site www.mass. og v/dfs. T The building is fully protected by an Automatic sprinkler system. y CHAPTER 4 CLASSIFICATION OF WORK F SECTION 401 GENERAL 401.1Scope.The provisions of this chapter shall be used in conjunction with Chapters 5 through 12 and shalt apply to the alteration,repair,addition and change of occupancy of Existing structures,including historic and moved structures,as referenced in Section 101.5.2.The work performed on an existing building shall be classified in 1 accordance with this chapter. f` 401.1.1 Compliance with other alternatives.Alterations,repairs,additions and changes of occupancy to ! existing structures shall comply with the provisions of Chapters 4 through 12 or with one of the alternatives provided in Section 101.5. 401.2 Work area.The work area,as defined in Chapter 2,shall be identified on the construction documents. u 401.30eeupaney and use.When determining the appropriate application of the referenced sections of this code,the occupancy and use of a building shall be determined in accordance with Chapter 3 of the International Building Code. s SECTION 406 CHANGE OF OCCUPANCY 406.ISco e.Change o occupancy provisions apply where the activity is classified as a change o occupancy as P 8 ,� P yP PP Y Y g f P y defined in Chapter 2. IE 406.2Application.Changes of occupancy shall comply with the provisions of Chapter 9. t The new retail use area will be a change in occupancy to M-Mercantile Use Group. The project will conform to Chapter 9. 1 Cape Gun Works—96 Airport road,Hyannis,MA 11/24/15 Project Number 15066 -- Page 5 of 16 e CHAPTER 9 CHANGE OF OCCUPANCY l SECTION 901 GENERAL 901.IScope.The provisions of this chapter shall apply where a change of occupancy occurs,as defined in Section 202, including: 1. Where the occupancy classification is not changed,or 2. Where there is a change in occupancy classification or the occupancy group designation changes. SECTION 908 ELECTRICAL 908.1 Special occupancies.Where the occupancy of an existing building or part of an existing building is changed to one of the following special occupancies as described in NFPA70,the electrical wiring and equipment of the building or portion thereof that contains the proposed occupancy shall comply with the applicable requirements of NFPA 70 whether or not a change of occupancy group is involved: ' 1.Hazardous locations. 908.2 Unsafe conditions.Where the occupancy of an existing building or part of an existing building is changed, yy all unsafe conditions shall be corrected without requiring that all parts of the electrical system comply with NFPA �I 70. 908.3 Service upgrade.Where the occupancy of an existing building or part of an existing building is changed, electrical service shall be upgraded to meet the requirements of NFPA70 for the new occupancy. All new electrical work must conform to present day code requirements of 527 CMR Chapter 12. SECTION 909 MECHANICAL 909.1 Mechanical requirements.Where the occupancy of an existing building or part of an existing building is changed such that the new occupancy is subject to different kitchen exhaust requirements or to increased mechanical ventilation requirements in accordance with the International Mechanical Code,the new occupancy shall comply with the intent of the respective International Mechanical Code provisions. All new mechanical systems must conform to the 20091nternational Mechanical Code with MA amendments. SECTION 910 PLUMBING 910.1 Increased demand.Where the occupancy of an existing building or part of an existing building is changed such that the new occupancy is subject to increased or different plumbing fixture requirements or to increased water supply requirements in accordance with the International Plumbing Code,the new occupancy shall comply with the intent of the respective International Plumbing Code provisions. This section of Chapter 9 indicates that you are allowed to compare the existing occupancy to the new changed occupancy to determine is the new occupancy count is increased significantly or the new occupancy has more restrictive requirements. Depending on these two factors, it is possible to not have to upgrade the existing number of existing plumbing fixtures. There is no existing floor plan available tome at this time and therefore 1 cannot determine if the occupant load will be increasing significantly. However, my understanding is that the Cape Gun Works—96 Airport road,Hyannis, MA 11/24/15 Project Number 15066. --- Page 6 of 16 r proposed new floor plan layout will be completely changed and all toilet rooms will be newly constructed. Newly constructed toilet rooms must conform to the building code for new construction which includes 248 CMR for plumbing fixtures. N SECTION 912 CHANGE OF OCCUPANCY CLASSIFICATION 912.1 General.The provisions of this section shall apply to buildings or portions thereof undergoing a change of ;occupancy classification.This includes a change of occupancy classification within a group as well as a change of u occupancy classification from one group to a different group.Such buildings shall also comply with Sections 902 through 911.The application of requirements for the change of occupancy shall be as set forth in Sections 912.1.1 through 912.1 A.A change of occupancy,as defined in Section 202,without a corresponding change of occupancy classification shall comply with Section 901.2. 912.1.1 Compliance with Chapter 8.The requirements of Chapter 8 shall be applicable throughout the building for the new occupancy classification based on the separation conditions set forth in Sections 912.1.1.1 and 912.1.1.2. 912.1.1.IChange of occupancy classification without separation.Where a portion of an existing building ` is changed to a new occupancy classification and that portion is not separated from the remainder of the building with fire barriers having a fire-resistance rating as required in the International Building Code for the separate occupancy,the entire building shall comply with all of the requirements of Chapter 8 applied throughout the building for the most restrictive occupancy classification in the building and with the requirements of this chapter. The overall building SF area is 19, 479 Sf. TABLE 503 ' ALLOWABLE BUILDING HEIGHTS AND AREAS l Building height limitations shown in feet above grade plane. Story limitations shown as stories above grade plane. Building area limitations shown in square feet,as determined by the definition of"Area,building," per story TYPE OF CONSTRUCTION TYPE I 'TYPE II.' TYPE III TYPE IV TYPE V A B A 13 A B HT A B Hgt (feet) UL 160 65 55... 65 55 65 50 40 STORIES(S) GROUP AREA(A) A-3 S UL 11 3 .2 3 2 3 2 1 A UL UL 15,500 .9,500 14,000 9.500 15,000 11,500 6,000 B S UL 11 5 '`:3 5 3 5 3 2 A UL UL 37,500 23 000.. 28,500 19,000 36,000 18,000 9,000 S 4 2, : 4 2 4 3 1 ]1I A UL UL 1 t UL 21,500 12500 19,500 12500 20,500 14,000 9,000 1 The building footprint aggregate area per story is 19, 479 Sf, The most restrictive use group is M Mercantile at 9,500 SF tabular area. Cape Gun Works—96 Airport road,Hyannis, MA 11/24/15 , Project Number 15066 -- I Pale 7 of 16 506.3 Automatic sprinkler system increase.Where a building is equipped throughout with an approved automatic sprinkler systenz in accordance with Section 903.3.1.1,the building area limitation in Table 503 is permitted to be increased by an additional 200 percent(Is=2)for buildings with more than one story above grade plane and an additional 300 percent(Is=3)for buildings with no more than one story above grade plane.These increases are permitted in addition to the height and story increases in accordance with Section 504.2. 506.3 of the base commercial code allows a 300% increase in tabular area, 3 x 9500 = 28,500, which greatly exceeds the building footprint 19,479 SF of aggregate area. The building is one story. Therefore, the building is allowed to be classified as nonseparated occupancies per 780 CMR 508.3 and no occupancy separations are required. 508.3 Nonseparated occupancies.Buildings or portions of buildings that comply with the provisions of this section shall be considered as aonseparated occupancies. 508.3.1 Occupancy classification.Nonseparated occupancies shall be individually classified in accordance with Section 302.1.The requirements of this code shall apply to each portion of the building based on the occupancy classification of that space except that the most restrictive applicable provisions of Section 403 and Chapter 9 shall apply to the building or portion thereof in which the nonseparated occupancies are located. 508.3.2 Allowable building area and height.The allowable building area and height of the building or portion thereof shall be based on the most restrictive allowances for the occupancy groups under consideration for the type of construction of the building in accordance with Section 503.1. 508.3.3 Separation.No separation is required between nonseparated occupancies. 912.1.2Fire protection and interior finish.The provisions of Sections 912.2 and 912.3 for fire protection and interior finish,respectively,shall apply to all buildings undergoing a change of occupancy classification. 912.1.3 Change of occupancy classification based on hazard category.The relative degree of hazard between different occupancy classifications shall be determined in accordance with the category specified in Tables 912.4,912.5 and 912.6.Such a determination shall be the basis for the application of Sections 912.4 through 912.7. 912.1.4 Accessibility.All buildings undergoing a change of occupancy classification shall comply with Section 912.8. 912.2Fire protection systems.Fine protection systems shall be provided in accordance with Sections 912.2.1 and 912.2.2. 912.2.1 Fire sprinkler system.Where a change in occupancy classification occurs that requires an automatic fire sprinkler system to be provided based on the new occupancy in accordance with Chapter 9 of the International Building Code, such system shall be provided throughout the area where the change of occupancy occurs. The building is protected throughout by an NFPA 13 sprinkler system. The existing system will be required to be reworked to conform to the new floor plan layout. 912.2.2 Fire alarm and detection system.Where a change in occupancy classification occurs thatrequires a fire alarm and detection system to be.provided based on the new occupancy in accordance with Chapter 9 of the International Building Code,such system shall be provided throughout the area where the change of occupancy occurs.Existing alarm notification appliances shall be automatically activated throughout the building.Where Cape Gun Works—96 Airport road,Hyannis, MA 11/24/15 Project Number 15066 -- Page 8 of 16 l a 3 s a the building is not equipped with a fire alarm system,alarm notification appliances shall be provided throughout the area where the change of occupancy occurs and shall be automatically activated. There is an existing fire alarm system installed throughout the building. The existing system will be required to conform to the new floor plan layout and the new M-Mercantile Use Group. 912.3 Interior finish.In areas of the building undergoing the change of occupancy classification,the interior finish of walls and ceilings shall comply with the requirements of the International Building Code for the new occupancy classification. t All finishes in the new M-Mercantile and renovated A-3 use areas must conform to 780 CMR Chapter 8, Table 803.9. TABLE 803.9 INTERIOR WALL AND CEILING 1UNISH REQUIREMENTS BY OCCUPANCY' P ERE PRI S RINI{I, D NONS NK.LERED Exit enclosures and Rooms and Exit enclosures and Rooms and GROUP Corridors enclosed Corridors enclosed exit passageways a'b c exit passageways a'e c spaces spaces } A-3f,A 4,Acs. B B.. `C: A Ad C I B,E,M..,R-I.: B . `.. C.:::.:. .0 : A B C ; 1 a 912AMeans of egress,general.Hazard categories in regard to life safety and means of egress shall be in accordance with Table 912.4. TABLE 912A MEANS OF EGRESS HAZARD CATEGORIES RELATIVE HAZARD OCCUPANCY CLASSIFICATIONS 1(Highest Hazard) H i 2 3 4 J B,F-1.R-3,S-I,M 5(Lowest IIazard) F-2,S-2,U 912.4.2 Means of egress for change of use to equal or lower hazard category.When a change of occupancy classification is made to an equal or lesser hazard category(higher number)as shown in Table 912.4,existing elements of the means of egress shall comply with the requirements of Section 805 for the new occupancy classification.Newly constructed or configured means of egress shall comply with the requirements of Chapter 10 of the International Building Code. Exception: Any stairway replacing an existing stairway within a space where the pitch or slope cannot be reduced because of existing construction shall not be required to comply with the maximum riser height and minimum tread depth requirements. Cape Gun Works—96 Airport road,Hyannis, MA 11/24/15 Project Number 15066 --- Page 9 of 16 The new M-Mercantile Use Group is a lesser hazard than the PARTIAL A-3 Assembly use group it is replacing. All means of egress comply with 780 CMR Chapter 10 for new construction. 8 912.4.3 Egress capacity.Egress capacity shall meet or exceed the occupant load as specified in the International Building Code for the new occupancy. 912.4.4 Handrails.Existing stairways shall comply with the handrail requirements of Section 705.9 in the area of the change of occupancy classification. 912.4.5 Guards.Existing guards shall comply with the requirements in Section 705.10 in the area of the change of occupancy classification. k 912.5 Heights and areas.Hazard categories in regard to height and area shall be in accordance with Table 912.5. TABLE 912.5 HEIGHTS AND AREAS HAZARD CATEGORIES RELATIVEIIAZARD OCCUPANCY CLASSIFICATIONS 1(Highest Hazard) H 2 A-1,A-2,A-3,A-4,1,R-1,R-2,R-4 d 3 E,F-I,S4,M 4(Lowest Hazard) B,F-2,S-2.A-5,R-3,U 912.5.2 Height and area for change to equal or lesser hazard category.When a change of occupancy classification is made to an equal or lesser hazard category as shown in Table 912.5,the height and area of the r existing building shall be deemed acceptable. The new M-Mercantile Use Group is a lesser hazard than the PARTIAL A-3 Assembly use group it is replacing. The existing building is considered to be in conformance to height and area requirements as it exists today. 912.6 Exterior wall fire-resistance ratings.Hazard categories in regard to fire-resistance ratings of exterior walls shall be in accordance with Table 912.6. TABLE 912.6 EXPOSURE OF EXTERIOR WALLS HAZARD CATEGORIES RELATIVE HAZARD OCCUPANCY CLASSIFICATION I(Highest Hazard) H 2 F-I.M,S-1 3 A,B,E,I,R j 4(Lowest Hazard) F-2,S-2,U 912.6.1 Exterior wall rating for change of occupancy classification to a higher hazard category.When a change of occupancy classification is made to a higher hazard category as shown in Table 912.6,exterior walls shall have fire resistance and exterior opening protectives as required by the International Building Code. Exception: A 2-hour fire-resistance rating shall be allowed where the building does not exceed three stories in height and is classified as one of the following groups:A-2 and A-3 with an occupant load of less than 300,B, F,MorS. The new M-Mercantile Use Group will be a higher hazard category. The exterior walls of the building must be in conformance with 780 CMR fire separation distances per Chapter 602 and Chapter 705. Cape Gun Works—96 Airport road,Hyannis, MA 11/24/15 Project Number 15066 -- Page 10 of 16 i s 3 S 3 The left West side of the building is located within approximately 4 % to 5'of the lot line. The exterior wall on that side of the building is constructed of Concrete Block. It is reasonable to assume that that wall can be considered as 9 hour fire rated and meet the requirements of Table 602 for fire separation distance. There are 3 existing window openings in that wall that must now be fire rated for 9 hour E TABLE 602 FIRE RESISTANCE REQUIREMENTS FOR EXTERIOR WALLS BASED ON FIRE SEPARATION DISTANCE t FIRE SEPARATION DISTANCE=X TYPE OF OCCUPANCY OCCUPANCY OCCUPANCY (feet) CONSTRUCTION GROUP A r GROUP F-I,M,S-1 B GROUP A,B,E,F-2,1,R,S-2 9,U b X<5` All 3 2 1 1A 3 2 1 1. 5—<X<10 Others 2 IA,IB 2 1 ld lOs X<30 IIB,VB l 0 :0 Others 1 t l d X>_30 All 0 0 0 For SI:1 foot=304.8 mm. 912.6.2 Opening protectives.Openings in exterior walls shall be protected as required by the International Building Code.Where openings in the exterior walls are required to be protected because of their distance from the property line,the sum of the area of such openings shall not exceed 50 percent of the total area of the wall in each story. Exceptions: 1. Where the International Building Code permits openings in excess of 50 percent. 2. Protected openings shall not be required in buildings of Group R occupancy that do not exceed three stories in height and that are located not less than 3 feet(914 mm)from the property line. 3. Where exterior opening protectives are required,an automatic sprinkler system throughout may be substituted for opening protection. 4. Exterior opening protectives are not required when the change of occupancy group is to an equal or lower hazard classification in accordance with Table 912.6 91.2.7 Enclosure of vertical shafts.Enclosure of vertical shafts shall be in accordance with Sections 912.7.1 through 912.7.4. Not applicable to this one story building. 912.8 General.Accessibility requirement shall be in accordance with 521 CMR. 521 CMR 3.00: JURISDICTION 3.3 EXISTING.BUILDINGS All additions to, reconstruction, remodeling, and alterations or repairs of existing public buildings or facilities, which require a building permit or which are so defined by a state or local inspector, shall be governed by all applicable subsections in 52I CMR 3.00: JURISDICTION. Cape Gun Works—96 Airport road,Hyannis, MA 11/24/15 Project Number 15066 -- Page I 1 of 16 For specific applicability of 521 CMR to existing multiple dwellings undergoing renovations, see 521 CMR 9.2.1. t 3.3.1 If the work being performed amounts to less than 30%of the full and fair cash value of the building and a. if the work costs less than$100,000,then only the work being performed is required to comply with 521 CMR of f b. if the work costs $100,000 or more, then the work being performed is required to comply with 521 CMR. In addition, an accessible public entrance and an accessible toilet room, telephone, drinking fountain (if toilets,telephones and drinking fountains are provided) shall also be provided t in compliance with 521 CMR. 3.3.2 If the work performed, including the exempted work, amounts to 30% or more of the fill and fair cash value(see 521 CMR 5.00)of the building the entire building is required to comply with 521 CMR. a. Where the cost of constructing an addition to a building amounts to 30%or more of the full and fair- cash value of the existing building, both the addition and the existing building must be fully accessible. 3.3.3 Alterations by a tenant do not trigger the requirements of 521 CMR 3.3.1b and 3.3.2 for other tenants. However,alterations, reconstruction,remodeling,repairs,construction, and changes in tese falling within 521 CMR 3.3.1b and 3.3.2,will trigger compliance with 521 CMR in areas of public use,for the owner of the building. Cape Gun Works—96 Airport road,Hyannis,MA 11/24/15 Project Number 15066 Page 12 of 16 2009 INTERNATIONAL BUILDING CODE with MA AMENDMENTS MEANS OF EGRESS SECTION 1004 OCCUPANT LOAD 1004.1 Design occupant load.In determining means of egress requirements,the number of occupants for whom means of egress facilities shall be provided shall be determined in accordance with this section.Where occupants from accessory areas egress through a primary space,the calculated occupant load for the primary space shall include the total occupant load of the primary space plus the number of occupants egressing through it from the accessory area. TABLE 1004.11 MAXIMUM FLOOR AREA ALLOWANCES PER OCCUPANT FLOOR AREA IN FUNCTION OF SPACE SQ.FT.PEROCCUPAN11 Accessory storage areas,mechanical equipment room 300 gross Assembly without fixed seats Concentrated(chairs only-not fixed) 7 net Standing space 5 net Unconcentrated(tables and chairs) 15 net Business areas 100 gross Exercise rooms 50 gross For SI: 1 square foot=0.0929 mt� TABLE 1005.1 EGRESS WIDTH PER OCCUPANT SERVED WITHOUT WITH SPRINKLER SPRINKLER SYSTEM SYSTEM' Stairways Other Other (inches egress Stairways egress components(inches per componentsi per (inches per occupant) (inches per OCCUPANCY occupant) occupant) occu ant) Occupancies other than those 0.3 0,2 6.2 0.15 listed below Hazardous:H-1, 0.7 0.4 0.3 0.2 H-2,H-3 and H-4 Institutional:1-2 1 NA I NA 0.3 0.2 For SI: 1 inch=25.4 mm.NA=Not applicable. a.Buildings equipped throughout with an automatic sprinkler system in accordance with Section 903.3.1.1 or 903.3.1.2. Cape Gun Works—96 Airport road, Hyannis, MA 11/24/15 Project Number 15066 Page 13 of 16 Floor Area S . Ft./Occpy Occupancy Load First Floor: Retail Sales Area 3,887 30 130 Office Areas 516 100 6 Misc Room 156 15 11 Break Room 287 15 20 Class Room 1,122 20 57 Gun Storage 408 300 2 Simulator Room 476 20 24 Gun Smith 460 100 5 Receiving 480 300 2 Rentals & RSO 160 100 2 General Lounge and 556 15 37 Caf6 Members Lounge 327 15 22 1 occupant per lane 34 Shooting lanes 17 shooting lanes 1 occupant per 17 scoring tables scoring table Preparation 32 linear feet.of bench 18" per occupant 22 Benches in shooting seating lane area Bullet Trap rooms 4 Archery lanes 8 archery lanes 1 occupant per 8 lane Preparation bench 16 linear feet of bench 18" per occupant 11 seating seating • i TOTAL FIRST FLOOR OCCUPANCY 397 Egress is provided by 7 X-0"doors. Each door provides 32.88"of clear space. 32.88/0.15 = 219 occupant capacity per door. Total egress capacity is 1,533 occupants. MEANS OF EGRESS ILLUMINATION 1006.1 Illumination required.The means of egress,including the exit discharge,shall be illuminated at all times the building space served by the paeans of egress is occupied. Means of egress fighting must be revised for the new floor plan layout. Cape Gun Works—96 Airport road,Hyannis,MA 11/24/15 Project Number 15066 -- Page 14 of 16 f SECTION 1011 EXIT SIGNS 1011.1 Where required.Exits and exit access doors shall be marked by an approved exit sign readily visible from any direction of egress travel.The path of egress travel to exits and within exits shall be marked by readily visible exit signs to clearly indicate the direction of egress travel in cases where the exit or the path of egress travel is not immediately visible to the occupants.Intervening means of egress doors within exits shall be marked by exit signs.Exit sign placement shall be such that no point in an exit access corridor or exit passageway is more than 100 feet(30480 mm)or the listed viewing distance for the sign,whichever is less,from the nearest visible exit sign. New exit signs must be provided as required for the new floor plan layout. 1011.1.1 Electrical Rooms.Electrical rooms governed by section 1008.1.10 shall have installed additional exit signage such that the top of the sign is within 18 inches of the floor and adjacent to only one side of the door SECTION 1016 EXIT ACCESS TRAVEL DISTANCE 1016.1 Travel distance limitations.Exits shall be so located on each story such that the maximum length of exit access travel,measured from the most remote point within a story along the natural and unobstructed path of egress travel to an exterior exit door at the level of exit discliarge,an entrance to a vertical exit enclosure,an exit passageway,a horizontal exit,an exterior exit stairway or an exterior exit rarrrp,shall not exceed the distances given in Table 1016.1. TABLE 1016.1 EXIT ACCESS TRAVEL DISTANCE" WITHOUT WITH SPRINKLER. OCCUPANCY SPRINKLER SYSTEM et) (fee.t) A,E,F-1,M,R,S-1 200 B 200 '300` All travel distances are in conformance to Table 1016.1. SECTION 1021 NUMBER OF EXITS AND CONTINUITY 1021.1 Exits from stories.All spaces within each story shall have access to the minimum number of approved independent exits as specified in Table 1021.1 based on the occupant load of the story.For the purposes of this chapter,occupied roofs shall be provided with exits as required for stories. TABLE 1021.1 MINIMUM NUMBER OF EXITS FOR OCCUPANT LOAD OCCUPANT LOAD MINIMUM NUMBER OF EXITS (persons- per story) (per story) 1-500 2 501-1,000 3 More than 1,000 4 Cape Gun Works—96 Airport road, Hyannis, MA 11/24/15 Project Number 15066 - Page 15 of 16 f There are 7 exits provided. k 521 CMR THE ARCHITECTURAL ACCESS BOARD The interior of the building is completely new and all new construction must conform to the requirements of 521 CMR. i r it Cape Gun Works—96 Airport road, Hyannis,MA 11/24/15 Project Number 15066 Page 16 of 16 1 i Initial Construction Control Document * To be submitted with the building permit application by BUILDING DEPT Registered Design Professional JAN 2O 201� for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 1(t- OF BARNSTABLE Project Title: Cape Gun Works Date:1/19/16 If Property Address: 96 Airport Road,Hyannis,MA 02601 Project: Check(x)one or both as applicable: New construction X Existing Construction Project description:Modification of existing fire sprinkler system to facilitate an indoor shooting range. I Anthony P.Caputo P.E.MA Registration Number:35218 Expiration date:6130/16 ,am a registered design professional, and hereby certify,to the best of my knowledge, information and belief,that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': Entire Project . Architectural Structural Mechanical } { X 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 in accordance with the Professional Standard of Care,and be present on the construction site on a regular and periodic basis to: I. Review,for conformance to this code and the design concept,shop drawings, l the ' samples and other submittals by t contractor in accordance with the requirements of the construction documents. Such reviews shall not diminish or I relieve the Contractor of its submittal and other responsibilities. j, 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. �. a. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress E and quality of the work and to determine if the work is being performed in a manner consistent with the i approved construction documents and this code.The contractor shall be responsible for performing the work in accordance with the contract documents and shall be exclusively responsible.for its construction means, methods,sequences and procedures,and for construction safety. b. The performance of services shall not require any special testing or inspections unless specifically stated in the ! code.When required b the buiidin official, I shall submit field/progress re rts see item 3. together with 9 Y gPo ( ) 8 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'. ItA OF�ylS Itt. Enter in the space to the right a"wet"or , aNy P`��y electronic signature and seal.- Phone number:(508)a888-5808 Email:apeaputo@pyrotech.comcastbiz.net Building Official Use Only i Building Official Name: Permit No.: Date: j Note I.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised If`other is chosen, provide a description. i Trial Version 10 09_2012 w Town of Barnstable y Y Regulatory Services t AAMMUMAA Richard V':Sall,Director i BaiX tag DiVNIOU Tom perry,Ru€Idiug CQ=Mwoner 200 Main Streef Hy=is,,MA 02601 www.town barnstable.ma.us j' i! office: 508-s6z-4a3$ • :j: ii :i 1 'i' Property Owner Must Complete and Sign 11is Section If Using A Builder I r L' I, Christopher J. Court as Qwmrof the subject p erty' laerebyaurhoiize Williams Building Company; Inc. to xt On y�, in aU matters relates to work authorized.by,this buflding permit application for 96 Airport Road, Hyannis, MA 02601 (Add=ss of Job) Pool fences and alarms are the responsibility'of the applicant.P bols I are aot to be filled or utilized before fence is installed and all ' inspections are performed and accepted. 19=Llre o Oa x sg atvre of App t 77 Print TTame print Name Date Q:FoRms:oWxERPERMMM1*00rs r 1( r \ Michael White From: Deputy Dean Melanson <dmelanson@hyannisfire.org> Sent: Tuesday,January 05, 2016 11:29 AM To: Sally Shea;Tom Perry; Diane LeRoux; Patrick Franey; Debi Barrows; Lt.John Cosmo; William Rex Cc: Michael White Subject: GunWorks 96 Airport Road We have reviewed the Gunworks upstairs project and are Ok with a demo permit being issued for the existing space. We will need to see more detailed sprinkler and fire alarm plans before signing off on a build out permit for the space. We have discussed in general terms the proposed work for the lower level but have not seen any plans or anything else. This approval is only for the upper level area. Deputy Chief Dean L. Melanson Office 508-775-1300 Fax 508-778-6448 dmelanson@hyannisfire.org 1 r Michael White From: eDEPConfirmatiori@massmail.state.ma.us Sent: Tuesday, December 22, 2015 1:03 PM To: Michael White Subject: eDEP Submittal Confirmation for DEP Transaction ID:798516 Thank you for using eDEP Online Filing from the Massachusetts Department of Environmental Protection.Your transaction is complete and has been submitted to MassDEP. This email is your receipt for the eDEP Online Filing transaction described below. Please review it and keep a copy for your records. Please do NOT reply to this message,this email address will not receive messages. For assistance with eDEP Online Filing, please email the EEA Help Desk at maiIto:EEA.ServiceDesk@State.MA.US or call 617-626-1111. MassDEP is interested in how we can serve you better.To help us make improvements to eDEP, please take a minute to complete our eDEP Online Filing Survey at http://www.mass.gov/eea/agencies/massdep/service/online/edep-contacts- and-feedback.htm1. To contact MassDEP Programs, please see http://mass.gov/dep/about/contacts.htm. DEP Transaction ID: 798516 Date and Time Submitted: 12/22/2015 01:03:12 Form Name:AQ 06-Construction/Demolition Notification Thank you for using eDEP Online Filing from the Massachusetts Department of Environmental Protection.Your transaction is complete and has been'submitted to MassDEP. This email is your receipt for the eDEP Online Filing transaction described below. Please review it and keep a copy for your records. Please do NOT reply to this message, this email address will not receive messages. For assistance with eDEP Online Filing, please email the EEA Help Desk at mailto:EEA.ServiceDesk@State.MA.US or call 617-626-1111. MassDEP is interested in how we can serve you better.To help us make improvements to eDEP, please take a minute to complete our eDEP Online Filing Survey at http://www.mass.gov/eea/agencies/massdep/service/online/edep-contacts- and-feedback.html. To contact MassDEP Programs, please see http://mass.gov/dep/about/contacts.htm. DEP Transaction ID: 798516 C Date and Time Submitted: 12/22/2015 01:03:12 1 W W RICHARD A.SAMPSON AIA Building Code Consulting LLC 62 Grove Street,Norfolk,MA.02056 (508) 520-2376 i-ichardC i•ascode.com hgp:1Avww.rascode.com 1112412015 Project: Cape Gun Works 96 Airport Road Hyannis, MA I I BUILDING CODE/REGULATIONS APPLICABLE CODES: t Building Code: 780 CMR The Massachusetts State Building Code — Eighth Edition Structural Code: 780 CMR The Massachusetts State Building Code — Eighth Edition Fire Code: 527 CMR Mass Fire Prevention Regulations and 2009 IFC Plumbing Code: 248 CMR Massachusetts,State Plumbing Code Mechanical Code: International Mechanical Code—2009 Edition Electric Code: NFPA 70-2008 with 527 CMR Chapter 12 Massachusetts Electrical Code Amendments Energy Code: 780 CMR The Massachusetts State Building Code — Eighth Edition, Chapter 13, 2012 International Energy Conservation Code with Massachusetts amendments Municipality has NOT adopted the Stretch Energy Code. Accessibility: 521 CMR Architectural Access Board Rules and Regulations Excerpted code text is presented in Times I I point font Excerpted NIA amendment code text is presented in blue Times I I point font Comments and explanations are presented in Arial 12 point font Cape Gun Works—96 Airport road,Hyannis,MA'. 11/24/15 Project Number 15066 --- I Page I of 16 INTRODUCTION: The project is a renovation of an existing entertainment based building into a gun club used for shooting ranges, awareness training, retail sales area and a lounge & cafe. The present use group of the building is A-3 Assembly with B-Business. There is a sprinkler system and fire alarm system installed within the entire building. The building is a steel framed building of construction type 1113. SECTION 302 CLASSIFICATION 302.1 General.Structures or portions of structures shall be classified with respect to occupancy in one or more of the groups listed below.A room or space that is intended to be occupied at different times for different purposes shall comply with all of the requirements that are applicable to each of the purposes for which the room or space will be occupied.Structures with multiple occupancies or uses shall comply with Section 508.Where a structure is proposed for a purpose that is not specifically provided for in this code,such structure shall be classified in the group that the occupancy most nearly resembles,according to the fire safety and relative hazard involved. A-3 Assembly uses intended for worship,recreation or amusement and other assembly uses not classified elsewhere in Group g A including,but not limited to: Amusement arcades Art galleries Bowling alleys Community halls Courtrooms E Portions of the building are A-3 Assembly use group. SECTION 304 BUSINESS GROUP B p f 304.1 Business Group B.Business Group B occupancy includes,among others,the use of a building or structure, l or a portion thereof,for office,professional or service-type transactions,including storage of records and accounts.Business occupancies shall include,but not be limited to,the following: Educational occupancies for students above the 12th grade The classrooms, gun smith and office spaces are all B-Business use group. SECTION 309 MERCANTILE GROUP M 309.1 Mercantile Group M.Mercantile Group M occupancy includes,among others,the use of a building or � structure or a portion thereof,for the display and sale of merchandise and involves stocks of goods,wares or merchandise incidental to such purposes and accessible to the public.Mercantile occupancies shall include,but not be limited to,the following: • Retail or wholesale stores Sales rooms A portion of the building will be renovated into a retail sales area. CHAPTER 6 TYPES OF CONSTRUCTION IR SECTION 601 GENERAL 601.1 Scope.The provisions of this chapter shall control the classification of buildings as to type of construction. F SECTION 602 CONSTRUCTION CLASSIFICATION t Cape Gun Works—96 Airport road, Hyannis, MA 11/24/15 Project Number 15066 --- Page 2 of 16 1 602.1 General.Buildings and structures erected or to be erected,altered or extended in height or area shall be g � classified in one of the fire construction types defined in Sections 602.2 through 602.5.The building elements shall have a fire-resistance rating not less than that specified in Table 601 and exterior walls shall have a fire- resistance rating not less than that specified in Table 602.Where required to have a fire-resistance rating by Table 601,building elements shall comply with the applicable provisions of Section 703 .2.The protection of openings,ducts and air transfer openings in building elements shall not be required unless required by other provisions of this code. 602.1.1 Minimum requirements.A building or portion thereof shall not be required to conform to the details of a type of construction higher than that type which meets the minimum requirements based on occupancy even though certain features of such a building actually conform to a higher type of construction. 602.2 Types I and H.Types I and 11 construction are those types of construction in which the building elements listed in Table 601 are of noncombustible materials,except as permitted in Section 603 and elsewhere in this code. The existing building is of Type 11B construction. TABLE 601 5 FIRE•RESISTANCE RATING REQUIREMENTS FOR BUILDING ELEMENTS (hours) s Y BUILDING ELEMENT TYPE I TYPE II TYPE III TYPE IV TYPE V A B Ad B Ad B HT Ad B Primary structural frame g 3a 2a 1 0 l 0 HT t 0 ` Section2 2 ` Bearing walls Exterior r'g 3 2 1 0 . 2 2 2 1 0 C Interior 3' 2fl 1 1 0 1 0 1/HT I 1 0 Is Nonbearing walls and partitions See Table 602 Exterior , ;F Nonbearing walls and partitions 0 0 0 0 p 0 See Section 0 0 Interior 602.4.6 is it Floor construction and secondary 2 2 1 0 1 0 HT 1 0 members(see Section 202) Roof construction and secondary b b,c b,c b,c b,c s members(see Section 202) 1 1/2 ] 1 0 1 0 1iT 1 0 For SI:I foot=304.8 nrm. a. Roof supports:Fire-resistance ratings of primary structural frame and bearing walls are permitted to be reduced by 1 hour where supporting a roof only. b. Except in Group F-1,H.M and 3-1 occupancies,fire protection of structural members shall not be required,including protection of roof framing and decking where every part of the roof construction is 20 feet or more above any floor immediately below.Fire-rctardant- treated wood members shall be al lowed to be used for such unprotected members. C. In all occupancies,heavy timber shall be allowed where a 1-hoar or less fire-resistance rating is required, d. An approved automatic sprinkler system in accordance with Section 903.3.1.1 shall be allowed to be substituted for 1-hour tire- resistance-rated construction,provided such system is not otherwise required by other provisions of the code or used for an allowable area increase in accordance with Section 506.3 or an allowable height increase in accordance with Section 504.2.The I-hour substitution for the fire resistance of exterior walls shall not be permitted. e.; Not less than the fire-resistance rating required by other sections of this code. r. Not less than the fire-resistance rating based on fire separation distance(see Table 602). g- Not less than the fire-resistance rating as referenced in Section 704.10 Cape Gun Works—96 Airport road,Hyannis,MA 11/24/15 Project Number 15066 --- Page 3 of 16 a CHAPTER 34: EXISTING STRUCTURES 3401.1 Scope. Chapter 34 of the International Building Code 2009(IBC 2009)is deleted in its entirety.The alteration,repair,addition,and change of occupancy of existing buildings shall be controlled by the provisions of the International Existing Building Cade 2009(IEBC 2009) and its appendices,and as modified with Massachusetts Amendments as follows: CHAPTER I SCOPE AND ADMINISTRATION 1 PART 1—SCOPE AND APPLICATION SECTION 101 GENERAL 101.1 Title.These regulations shall be known as the Existing Building Code of Massachusetts,referred to as "this code." 101.2 Scope.The provisions of this code shall apply to the repair,alteration,change of occupancy,addition,and r relocation of existing buildings,except as otherwise required by section 102.2.2. All references in this code to the International Fuel Gas Code,International Plumbing Code,International f Property Maintenance Code,International Fire Code,and the International Electrical.Code,are superseded as ' applicable by MA specialty codes per subsection 101.4 of the Massachusetts Amendments to the International 4 Building Code 2009, unless noted otherwise further on within these amendments.In addition subsection 101.1 of the Massachusetts Amendments to the International.Building Code 2009,101.4 notes Massachusetts specialty codes as they apply to environmental protection,water pollution control,elevators,and accessibility.Reference U. elsewhere in this code to the International Building Code shall mean 780 CMR Base Volume.Reference elsewhere in this code to the existing buildings pertaining to the International Residential Code shall mean 780 CMR One-and Two-family Dwelling and the existing building provisions contained therein.The requirements in I this code for construction of existing buildings in flood hazard areas and/or coastal dunes shall not apply and instead 780 CMR Appendix G shall apply. I, 101.2Intent.The intent of this code is to provide flexibility to permit the use of alternative approaches to achieve compliance with minimum requirements to safeguard the public health,safety and welfare insofar as they are affected by the repair,alteration,change of occupancy,addition and relocation of existing buildings. 101.5.4.0 Investigation and Evaluation.For any proposed work regulated by this code and subject to subsection 107.6 of the International Building Code 2009 with Massachusetts Amendments (780 CMR 107.6) as a condition of the issuance of a building permit the building owner shall cause the existing building (or portion thereof)to be investigated and evaluated in accordance with the provisions of this code.This may include,but not be limited to:evaluation of design gravity loads,lateral load capacity, egress capacity,fire protection systems,fire resistive construction,interior environment,hazardous materials, and energy conservation. The investigation and evaluation shall be in sufficient detail to ascertain the effects of the proposed work on the `t work area under consideration and,the entire building or structure and its foundation if impacted by the proposed work. The results of the investigation and evaluation,along with any proposed compliance alternatims,shall be submitted to the building official in written report form. 1 i This report will serve as the required investigation and evaluation report. a a ~ Cape Gun Works—96 Airport road,Hyannis, MA 11/24/15 s Project Number 15066 --- Page 4 or 16 a ' 1 _ 's 6 BIKE 4 Town of Barnstable Regulatory Services BARNSTABLE 16�q. 10 �vsr vcmraa:n<m;rr-.raw: p r•:,M.::-crsncu•sr l.nsae d Richard V.Scali,Director 109.30 1 14 l �J 1 Building Division Thomas Perry,CBO Building Commissioner 200 Main Street, Hyannis,MA 02601 Nvww.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 August 11, 2015 Mr. Toby Leary,Downrange, Inc. c/o Mr. Edward L. Pesce,P.E. Pesce Engineering&Associates,Inc. 451 Raymond Road Plymouth,MA 02360 RE: Site Plan Review 014-15 Cape Gun Works 96 Airport Road,Hyannis Map 294,Parcel 071 Proposal: This project involves the conversion of an existing indoor paint ball/laser tag&storage 1 facility to an indoor firing range,and retail sporting goods store on the main level. The IC basement level will house a wood shop to accommodate the applicant's woodworking/building business and provide cold storage for the woodworking business. Dear Mr. Leary: Please be advised that subsequent to formal site plan review held June 18,2015,the above proposal has received an administrative approval subject to the following: e;9 Approval is based upon plans entitled: "Existing Parking Plan at 96 Airport Road in Hyannis, MA" 1 Sheet,dated June 8,2015 prepared for Down Range,Inc.Hyannis by Pesce Engineering &Associates,Inc. Plymouth MA and JC Engineering,Inc,East Wareham MA depicting a total of 37 parking spaces. 40-foot wide parking easement(Book 11855,Pgs 168-170)located on adjacent lot addressed 55 Airport Road,Hyannis,providing 12 parking spaces for the benefit of 96 Airport Road,Hyannis. 1 (attached) s l - l Executed Parking Space License Agreement dated August 6,2015 between the Town of Barnstable and Jameson Entertainment Corporation for 7 parking spaces located within the layout of Airport Road abutting 96 Airport Road; and,related Certificate of Liability Insurance (attached) Per Town of Barnstable Town Engineer, concrete car stops must be installed at the road frontage O ends of the 7 parking spaces depicted in the License Agreement Plan dated July 15,2015. (attached) Floor plans depicting uses/storage for each level must be provided at the building permit stage for Hyannis Fire Dept. approvals. Disposal of bullets must be by a contracted recycling service as proposed. ° Consultation with the Barnstable Police Department for review and approval of proposed firearm use and storage is required. ° Applicant must obtain all other applicable permits, licenses and approvals required. O B A copy of the approved site plan will be retained on file. i Sincerely, Ellen M. Swiniarski 1 Site Plan Review Coordinator. CC: Tom Perry,Building Commissioner Roger Parsons,Town Engineer Legal Department Health Department Hyannis FD Attachments: Easement License Agreement and Plan i i i I J. ' E8 4 P ? r.0, MSDadW50tto OWPOUtion WithM yCiMipal isles of bmir&W at W 'S }Lill Roadl, HYMMief RAU its W4 a slim aft�mrl of Pqa. Be' 1.Mo kVOMi•ao Misadmeettv 026.01, mn= of a' et Mrod of prq3ertY aitmted aLt wmt la (Mumis)o Maeadmetts ate 810M as-,. ldat B of a plan rewrded at the tarrata ?o Ootmty ftgjatry Cf Dee& In i 296, Page 17p 4DW imme 64 aa,id lot go, mmmmt for the tuft of gad leuCa sfe��ra l hioo Parcal A an x an a p1m morded at the tahle Cbmty PAgiwtry of Sib a fRige 27, which aummt s to boo 6ut Lido of rot 8 and Is to run n=th f de nortberly edge ct the Aires Road laW* to ` tha Orly edge of the WW" ohm car MW Matt am being 40 feet in Widtb, `he pirpom of this awment is ingMe MA 69MA ads to MY hdIdlMa eitwited on Partael A of ice. W. ftr title to Lot ar see deed twordad in Bwk 21390 Pap 045 and f" Rwaal A in ODok 261:2, kqe 139, bDth at tha Hazmtabim Cmmty rogtoxy a 'atria east is to raffia with the land ard is gtvm to the MW at l A,, its istmiceamwo or Via••ari4 is shovn on Exhibit "'B" attached, her-at .The l; t i i4M for thin easomt is t 1 ammomft hwain W.1 its and mal this /0— of Doombarp 1991, T.. o TF9'JWiiS id.fiEpRGE 4"hAWN SMAKS7' HYAMYB.PAA.02"1 ra..�t srs-sxus 9 � H Y yMy ]S t a � 4 r W ! �. In . PA En `-�.." -rl,- .5�^art-�M•rr- Jlr.�•L�-.t— �� •1 •a. :�S'''� - ,- _ ` y .� -• 1• y z rY �. '+a -- 1^-'r ::` •6 R.-9. . - `y7.{ f l,•. °y-a. 1 n w`:-e F ". C '� .r:ey, mom•. t •'Jr-4;ytr.•„i"' �' + i..�F•+r k'S.r.. - �' .�• f -��, '� ' � - d tif!''J[' if Ira- '.F .y, j, �'' rR, rr p'. y. ��(.-il t..��� mow,'.'M•�F 4. � �. q •0.. t, J ei r1't� a+.�,•^rylb yXiti, ti ; b -'p a'�'!`w.. 4-Z . 6.4 �'+ �. r _gzdnsl^ �y,�'{`}i n���i. '4' t•. .'�. 'R iL _ d4' y'r`5;a• �' �:.t.ar9rrie ,ti �yi-r .4i`'_' r• '� ate,*.� •�• 1L ��'+�a• � i $$$� 1' ' '�t` . ° -�i jai, "�A�s•4 i�' 'rt�A. .�� - -Yh rA• ? •thy}i:�� � ':.>�r4 ��'• - '� w• ► ► LICENSE;ACREEMEN 11' '11115 lACF:NSE AGREI MisNT(this"Agreement")dated as of the(),___day of-1 2015 between the Town of Barnstable,an incorporated municipality,having a business address of 367 Main Street, Barnstable (I lyannis)Massachusetts 02601 (hercinaltcr re[erred to as the ""Down"or"Licensor"), and Jameson Entertainment Corporation, a Massachusetts Corporation, having a business address as 96 Airport Road, IIyannis,MA 02601 (hereinafter"Jameson"or "Licensee"). Both of the above are being collectively referred to in this license Agreement as the"Parties", t WITNESSE'fIi: WI IERLAS,the"Town is the owner of land within the layout of the town way known as Airport Road in Barnstable(Hyannis), Massachusetts,shown as the area identified as"Parking Spaces for"Down of Barnstable License"on a Plan dated July 15,2015 and entitled"Existing Parking Plan at 96 Airport Road in I Iyannis(the"Licensed Property"), which plan is attached hereto as Nxhibit A(the"License Plan"), WHEREAS,Jameson is the owner or the property abutting the licensed Property known as and numbered 96 Airport Road in Barnstable(Hyannis),Massachusetts, WI IEREAS,Jameson has requested,and the Town has agreed,to grant a revocable license appurtenant to 96 Airport Road, Ilyannis,for the parking of up to seven (7) vehicles. h NOW,THERL ORE, in consideration of the mutual agreements herein contained and for other consideration paid,the receipt and sufficiency of which are hereby acknowledged,the Parties cio hereby mutually act and agree as follows: 1 a 1 r 1. PREMISES. The Licensed Area is the portion of the the land with the layout of the town way known as Airport Road in Barnstable(.Hyannis),Massachusetts,shown as the area identified as "Parking Spaces for Town of Barnstable License"on a Plan dated July 15,2015 and entitled "l'xisting Parking Plan at 96 Airport Road in I Iyannis(the"Licensed Property"), which plan is ; attached hereto as Exhibit A(the"License Plan")and shall contain parking spaces tin'not more than seven(7)vehicles. 2. TERM. This agreement may be terminated by either party upon sixty(60) days written notice to the other, it being understood that this is a revocable license. l 3. USE OF PREMISES. fhe LICENSEE shall use the Licensed Property to create an accessory parking area t consistent with zoning liar no more than seven (7) vehicles in the configuration shown in the l i 3 attached"Exhibit A", No remuneration shall be collected by I,ICENSl:l;, its employees or agents for said accessory parking use. 4. COMPLIANCE'WITH LAWS. � E 4.1: The LICENSIEE agrees to conduct its operation hereunder in strict compliance with all l laws,bylaws,ordinances,rules and regulations ol'all federal, state,regional and local authorities as from time-to-time are applicable and the LICENSEI;will procure and pay for all licenses, certificates and permits necessary for the conduct of its operations or construction hereunder and shall pay all charges assessed under federal,state,regional and local statutes,bylaws,ordinances, rules and regulations insofar as they are applicable. 4.2: The LICENSEE acknowledges that no trade or occupation shall be conducted in the premises or use made thereof which will be unlawful, improper,noisy or offensive,or contrary to any slate, federal,regional law or any municipal ordinance or regulation in fierce in the town in which the premises are situated. 5. ALTERATIONS, IMPROVEMENTS AND FIXTURES. G 5.1: The LICFNSEfF,shall not make any other structural or non-structural alterations or additions to the premises without pre-approval, in writing, from the l,lC1 NS0R. if such prior written approval is not obtained,or if obtained and is not complied with then LICF,NSOI2 can enter the premises,remove the improvements or alterations,and bill the LICENSEE for all costs incurred in doing so. 5.2: Any alterations or improvements made by the LICENSEE shall become the permanent property of the LICENSOR at the termination of occupancy as provided herein, 6. REPAIRS AND MAINTENANCE. 6.1: The LICENSEF has inspected the premises and accepts them in the condition that they 1 are now in, 6.2: The LICENSEE shall,throughout the term of this LICENSING AGRU',EM} NT,at its own cost and without any expense to the LICENSOR,keep and maintain the premises,in a good, sanitary and neat order,condition and repair, free of debris and any and all other foreign matters; and further,the LICENSEE agrees that said area shall be cleared ol'any such foreign matters of debris immediately as such are,or may be,caused to exist and shall make any and all repairs necessary to keep said premises in a good and satisfactory condition. 7. NON-DISCRIMINATION. The LICENSEE covenants and agrees that it will not exercise or permit its officers,agent or employees to exercise any discrimination against any person because of race,color,genetic information,sex,national origin,age,marital status,sexual orientation,gender identity, disability or religion in the course of its use of the premises or its operations at the premises. 2015-1&1 073115license agreement.jameson.doex I n a 1 8. LICENSOR'S ACCESS. The LICENSOR or agents of the LICENSOR may,at all reasonable times, enter upon the premises for the purpose of access to common area,,;in and around the premises. 9 IN)DEMNIFICATION OF LICI+�NSOR. 9.1: The LICENSOR shall not be liable for any loss, lnlury,death or damage to persons or property which at any time may be suffered or sustained by the I.ICLNSF.I or by an},person whosoever may at an time be using or occupying or visiting the licensed premises or be in, on Y Y g ff r damage shall be caused b or in any wa 8 • injury,death o a } Y or about the same, whether such loss, t � y, 6 Y result from or arise out of any act,omission or negligence of the I,ICF'NSEI?or of the LICBNSEI.i'S contractors, licensees,agents,servants,employees,occupants,sub-tenants, visitors, invitees,guests,or users of any portion of the premises,or shall result from or be caused by any accident, injury or damage or any other matter or thing whether of the same kind as or of Ie > a different kind than the matters or things set forth above,and the LICENSEE shall indemnify, defend and save harmless the LICENSOR from and against all claims,liability, loss or damage whatsoever on account of any such loss, injury, death or damage during the term hereof in or . about the licensed premises,except for the same resulting from the negligence or willful action g or inaction of the LICENSOR. ' 9.2: fhis indemnity and hold harmless agreement shall include indemnity against all reasonable costs,expenses and liability incurred in or in connection with any such claim or proceeding brought thereon,and the defense thereof, including reasonable attorneys' Ibes. A 10. INSURANCE. 10.1: At all times during the term, LICENSSR,at its expense,shall maintain commercial general liability and such other insurance as it currently maintains naming"Town as an additional insured for the insurance covering the i,icensed Premises. LICE;NSI?li shall maintain all risk full replacement cost on all of its inventory,equipment and other personal property located in the Licensed Property at all times during the term of the Agreement. The LICENSEE shall not do or permit to be done anything in or about the Licensed Property which shall make void or voidable any insurance: carried by the'Town or the LICENSEE. 10.2: The minimum limits of liability of said insurance shall be $1,000,000.00, combined single limit, for bodily injury liability, property damage liability and personal injury.- Said liability insurance will contain a broad form liability endorsement. Said liability insurance will contain provisions for a ten (10) day notice of cancellation to the Town of Barnstable. L1Cl,NSE-E shall furnish to LICENSOR certificates of insurance for LICENSOR'S approval prior to signing this License. For liability for bodily injury including accidental death, $1,000,000.00 for any one person and, subject to the same limit for each person, $2,000,000.00 on account of one accident. For liability for property damage, $1,000,000.00 on account of any one accident and $2,000,000.00 on account of all accidents, i i • - I 3 2015-181 073115license agrcementjameson.docx i j 10.3: LICENSEE agrees to provide verification of the continued existence of said policy at any G time as such may be requested by the LICENSOR. I I1. ASSIGNMENT/TRANSFER. 11.1: The LICENSEE shall not assign or transfer in whole or any part of'the premises without the prior written consent of the 1.107NSOR. 11.2: Any attempted assignment by LICENSEE shall be void and shall, at the option of 1he 1,10ENSOIZ,terminate this 1.10-MING AGIZEI?Mf?N'1'. > 11.3 As a condition of the approval of any assignment,the LIC:ENSOIZ may require that the Assignee execute a new license agreement. 12. YIELDING UP TIDE PREMISES. ' 12.1: Upon revocation of this LICENS1N AGltiil?M1;N'f;the I,IC'I?NSlil?shrill yield up and deliver to the LICENSOR the premises and all alterations and an addition,clean,neat and in good condition and deliver to the LICENSOR all keys, locks thereto,and other fixtures C connected therewith. 12.2: "fhe LICI NSI:I shall, at the expiration or other termination of the LICENSING AGREEMENT,remove all the LICENSEE'S goods and effects from the premises. F 13. NOTICES. Any notice from the LICENSOR to the LICENSEE relating to the premises or to the occupancy thereof, shall be deemed duty served if left at the premises addressed to the p Y LICENSEE and mailed by registered or certified mail,return receipt requested,postage prepaid, addressed to the LICENSEE,c/o Jameson Entertainment Corporation,96 Airport Road,I lyannis, MA 02601. Any notice from the LICENSEE,to the LICENSOR relating 6 to the premises or to the registered or �the I,IC:ENSOR b e duly served if mailed to deemed Y occupancy thereof' shall br, y , p Y certified mail,return receipt requested,postage prepaid, addressed to the IX''L:NSOR c/o Town Manager, Barnstable Town I fall,367 Main Street,Hyannis, MA 02601 or to such other address as either party may specify in writing to the other by notice given as provided herein. 14. SEWRABILI`I"Y. If any provisions of this LICENSING AGRf 1:MENT shall to any extent be held invalid or unenforceable, the remainder of this MCENSING AGRIiL•'MI NT shall not be deemed affected thereby. 15. CONSTRUCTION OF LICENSING AGREEMENT.. t t This LICENSING AGREEMENT shall be governed by and construed and enforced in accordance with the laws of the Commonwealth of i assHehUSCM. 4 2015-181 073115license agreetnentjameson.docx f 1 s } 16. MODIFICATION OF LICENSINGAGREEMEI®I'I'. This instrument contains the entire agreement between the parties and supersedes all prior or contemporaneous oral or written agreements,and it may not be modified except in writing and signed by all parties. I 17. MISCELLANEOUS OBLIGATIONS OF LICENSEE. 17.1: If the LICENSEE'S operations hereunder cause or in any way bring about an increase in the LICENSOR'S insurance prcmiu6is covering the premises, the 1.1CI?NSVF'shall pay the resultant increase. Any amounts due the I.IC;I;NSOR under this paragraph shall constitute additional rent and shall be payable within thirty(30)days of notice to the LICUNSL?1 . 17.2: The LICENSEE shall not,during the term of this [,ICENSING AGREEMENT,hire or employ on either a full-time or part-time basis,any employees of the LICENSOR regardless of whether such employee of the LICENSOR be full-time or part-tune employees. i 17.3: The LICH NSEE shall be required during the term of this LICENSING AGREEMENT to take such reasonable security precautions with respect to its operations at the premises as LICENSOR, in its discretion, might from time to-time require. 17.4: Neither party may record this Agreement. Executed in quadruplicate as a seated instrument this day of August,2015.. WITNESS the execution hereof under seat the day and year first above written. TOWN OF BARNSTABL) • 1 Name-Title: -__/%,._ JAqtN ENTEItT INMENT CORPORATION BYNaa =b>p1 -t— ��`.z .._ 1 15 'Iitic. ,� 5 2015-18I 073115lieense agreementjame son.doex f SIGNATORX AOTHORITY At a duly constituted meeting of the Jameson Eintcrtaiminent Corporation held on e •_o-(_ IV csf- 2- (Date) which all Direetorgwy�e present or ved notice,it was voted that: (Name) (Off cer) of this company,be and Ile/she is hereby authorized to execute licenses in the name and behalf of said company,and affix its Corporate Seal thereto,and such execution of any contract or obligation in this company's nameon its behalfofstcch r- wv s'c,�_ }�ezlZ►i�re��- �'c,� under seal of the company,shall --- __....___. (Officer) be valid and binding upon this company. A TRUE;COPY, AT T: t (Clerk) Place of Business: Date of this License: I hereby certify that I and the clerk of the that , is duly elected_ ,6K_�� of saiTcompany,and the above vote has not been amended or rescinded and remain a in full force and effect as of the date of this contract -- (Cie r ) s (CORPORATE,SEAL) . On this ! }t) day of_ a 4 , 2015, before me, the undersigned notary public, personally I appeared et,., ` ,r + _ proved to me through satisfactory evidence of identification,which \were_rn_ ___pr_t ve,/_� L --<-- •,_� _ , , \\p1lEnlfnl/p// � to be the person whose name is signed on the preceding or attached document in my presence.�,N\ M. Tq �14,E �1�, �SSEOryZO �i Notary Public _ My commission expires: • ,'� �RS 4�Ni1?;fit•'G IF A CORPORATION, COMPLEI ABOVI OR ATTACH TO I:AC:H SIGNED C4P,,l THE: LICENSE.A NO"I'ARIZBD COPY OF VOTE OF CORPORATION AU I'IiORIl1Wr' SIGNATORY TO SIGN I'lI1S LICI;NSIs. I1�A"1 T STING CLERK IS•1 HE SAME I'E;RSON AS'CHE INDIVIDUAL EXECU'1•ING THIS LICENSE, IIAVE SIGNATURE NOTARIZED ABOVE. 6 2015-181 073 1 15license agreementjameson.doex it MAP 294 MAP 294 PARCEL 14 PARCEL71 ;` EXISTING PARKING 93,218 S.Ft '<k="'•i_ PLAN TRANSFORMER _..__ .. AT CONCRETEPAI> 96 AIRPORT ROAD i; HYANNIS MASSACHUSETTS (BARNSTABLE COUNTY) a MAP 294 PARCEL 68 PREFAREO FOR: ~� OD45M RANGE,INC. ,�- lJ ..._ .. ."•�. - \i HYANNIS,MIA '•.,.',, �/�~''� t .. =V3INEERQJG BY: R�n7YD RO SURVEYING BY1 dC ENGINEERING,ING t�of 2854 CRANBERRY HIGHWAY EAST WAREHAM,MA 02538 508-273-0377 Mt'; 7nsnS QWy, 0--10'_a 3Y E.P E ISTING PARKING P ; DRV: bF Cbctee 9r SCALE:1•=20' SCALE: 1'=20' l� EtP - 0 10 2 0 40 FEET SHEET 1 OF 1 -- _. DATE CERTIFICATE OF LIABILITY INSURANCE 7/29/2015 - - --- I THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER,THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND,EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW.THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S),AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT:IF the certificate holder Is an ADDITIONAL INSURED,the policy(ies)must be endorsed,It SUBROGATION I$WAIVED,subject to i the terms and conditions of the policy,certain policies may require an endorsement.A statement an this certificate does not confer rights to the certificate holder In Pau of such endorsement(s), PRODUCER Contact Name: LarryCos�o ..._6_.. ' - --- Cossio Insurance Agency Phone• 864-. 6.86-0121 Fax 864-88&0136 PO Box 188 (NC,No,Ext): — _ _ �(A/C,No): Simpsonville,SC 20681 E-Mail: justin@cossiotnsurarimcom (864)688-0121 — - ---------- Y — — INSURER(S)AFFORDING COVERAGE NAIC# INSURED INSURER A: United Slates Fire Insufance Company Jameson Entertainment Corporation dba Sells to The Wall � INSURERS: 16 Kencomsett Circle Yarmouth Port,MA 02675 I INSURER C: _ ------ - INSURER D. INSURER E: COVERAGES CERTIFICATE NUMBER: USP186632 REVISION NUMBER: _---------- -- — ----.....__....._._...._...__...-- - ..................... ... . ....... ... _ .. THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED.NOTWITHSTANDING ANY REQUIREMENT,TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT WITH RESPECT TO WHICH THIS i CERTIFICATE MAY BE ISSUED OR MAY PERTAIN,THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. INSR TYPE OF POLICY ADDL SUBR POLICY NUMBER POLICY EFF TPOLICY EXP LIMITS LTR INSR WVD — (MMIDDlYY) (MM7DD1YY) X COMMERCIAL GENERAL LIABILITY �— Medical Expense W� —^ Excluded CLAIMS MADE OCCUR Each Occurrence $1,000.000 General Aggregate $2,000,000 ❑ Producls/Completed Operations $2,000,000 A n SRPGP-101-0415 6/16/2015 6/1612016 Personal 8 Advertising Injury $1.000,000 Fire Damage Limit-An One Fire $300,000 GEN'LAGGREGATE OMITAPPLIES PER y X POLICY PROJECT n LOC Deductible Each Claim $0 OTHER: AUTOMOBILE LIABILITY COMBINED SINGLE LIMIT $ ANY AUTO (Ea acddenQ ------. . . . .-•_--- I e ALL OWNED SCHEDULED BODILY INJURY(Per Parson), $ € l 1 AUTOS ❑AUTOS HIREOAUTOS r NON-OWNED BODILY INJURY(Par accident) $ 1 AUTOS ❑ PROPERTY DAMAGE $ (Par accident) UMBRELLA LIAB J OCCUR EXCESS LIAR F1 CLAIMS-MADE DED RETENTIONS j r WORKERS COMPENSATION _ PER OTH- AND EMPLOYERS'LIABILITY STATUTE ER F ANY PROPRIETOR/PARTNERIEXECUTIVE YIN ....,_.. —. ._...._..__ ....._.. ,{ OFFICER/MEMBER EXCLUDED? N/A ) (Mandalay in NH) �� If yes,describe under DESCRIPTION OF OPERATIONS below - I Accidental DeathlDismembermenl B $50,000 Maximum Medical Benelit $50,000 A Accident Medical AH-GA26932-002 6/16/2015 0116/2016 Accident Medical Deductible $0 CERT 9 US459777 Excess Coverage Dental Benefit ed In Maximum Medical Benefit DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Addillanai Remarks Schedule,if more space Is required) Paintball Field Operations located at 96 Airport Road Hyannis,MA 02676. Certificate Holder As Additional Insured The certificate holder is added as additional Insured but only Wth respects to the operations of the named insured during the policy period. 3 3 CERTIFICATE HOLDER: CANCELLATION The Town Of Barnstable SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE , 367 Main Street THE EXPIRATION DATE THEREOF,NOTICE WILL BE DELIVERED IN Hyannis,MA 02601 ACCORDANCE WITH THE POLICY PROVISIONS, AUTHORIZED REPRESENTATIVE 1 I. Jf OO 1980-2014 ACORD CORPORATION.All rights reserved. 6 ACORD 26(2014101) The ACORD name and logo are registered marks of ACORD ) Project Name:-__l _ Address:---� _ Y — - Q --=-- Permit#• ��►(o- 6D1� Permit Date: �D I M/P:_ LARGE ROLLED PLANS ARE IN: Box: Z� SLOT: , I r Date entered in MAPS program on: By:.—=----� �'=--- k TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel �; �`1 1 Application �L Health Division Date Issued- Conservation Division C•�•'� Application Fee �A Planning Dept. Permit Fee c Date Definitive Plan Approved by Planning Board Historic - OKH _ Preservation /Hyannis CProjectStreet•Address:1 � 12CA40 ............ - `Vil[age--- fSS • -� Address k Telephone% —I-CY - ?60 �- �� S Permit Request 60 o Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new Zoning District Flood Plain Groundwater Overlay Project Valuation Construction Type Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. Dwelling Type: Single Family ❑ Two Family ❑ Multi-Family(# units) Age of Existing Structure Historic House: ❑Yes ❑ No On Old King's Highway: ❑Yes ❑ No Basement Type: ❑ Full ❑ Crawl ❑Walkout ❑ Other Basement Finished Area (sq.ft.) Basement Unfinished Area (sq.ft) Number of Baths: Full: existing new Half: existing new Number of Bedrooms: existing _new Total Room Count (not including baths): existing new First Floor Room Count Heat Type and Fuel: ❑ Gas ❑ Oil ❑ Electric ❑ Other Central Air: ❑Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes ❑ No Detached garage: ❑ existing ❑ new size_Pool: ❑ existing ❑ new size _ Barn: ❑ existing ❑ new size_ Attached garage: ❑ existing ❑ new size _Shed: ❑ existing ❑ new size _ Other: Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ❑Yes ❑ No If yes, site plan review# Current Use Proposed Use APPLICANT INFORMATION (BUILDER OR HOMEOWNER) .,,Telepl on&Number 6 ?@ Z ey. - 7-7Z-S -lAddress /fE' 04o _,License# eS e2;ZZ elt;_�X e260/ Home Improvement Contractor# EmaiA MIA Q,f.U-,! Ji�1\�13u�l�, no, Worker's Compensation # CaVA , ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO Y SIGNATURE DATE -*`'';=�"" ".."-;--•-fir-:_.. FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/PARCEL NO. a ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION FRAME INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDING DATE CLOSED OUT ASSOCIATION PLAN NO. :3 Town of Barnstable Regulatory Services KAMRichard V.Scali,Interim Director 39, Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.town.barnstable.ma.us Office: 508-862-4038 Fax: 508-790-6230 NOTICE TO THE BUILDING DIVISION OF WITHDRAWAL OF LICENSED CONSTRUCTION SUPERVISOR FROM PROJECT 1, Z" i QkA iAG ,Construction Supervisor License #CS"C)C(21 Z ,hereby certify that I am no longer the Construction Supervisor listed on the application for the project under construction as authorized by building permit # -tM, , issued to(property address) ��� A-i;+ purcii Ayko 1-I�P,�►s'�A S i K4 CIZ 60 on ;4 4X -1 ,20161 . I also certify that on k I�C ,201 (D ,I notified the property owner,that the project under construction must cease until a successor licensed Construction Supervisor, is submitted on the records of the Building Division. IC E HOLDER DATE %#forms/newcontr ;eierence R-5 780 CMR rev:103113 Board of Building Regulations and Standards License: CS-072887 '`'�"' Construction Supervisori - KEVINEMURPHY_`� �\ 11 LEILO DRIVE: MIDDLEBORO IV/4 02 CA— Expiration: Commissioner 09/06/2016 a h °EtaE r 'Town ®f Barnstable ti ' Regulatory Services ranxrMASS.r IE$; Richard V. Scali; Director c°�rE1 3 ,® Building Division . Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601 www.towu.barnstable.ma'.us Office: 508-862-4038 \ • Fax: 508-79076230 NOTICE TO THE BUILDING DIVISION OF LICENSED CONSTRUCTION SUPERVISOR ASSUMPTION OF RESPONSIBILITY I, N Construction Supervisor License # 0&1 hereby certify that I have assumed responsibility for the project under r construction, as authorized by building permit# "?ol(0 77W7k:�aed to (property address) (p r2 �A on 2 , 201_0. The following dgcuments are attached: copy of my Massachusetts State Construction Supervisor's license or Homeowner's License Exemption form (if applicable) copy of my Home Improvement Contractor registration(if applicable) Commonwealth of Massachusetts Workers' Compensation Insurance Affidavit. Road Bond (if applicable) C I LICENSE LDERV DATJJ q/forms/newcontrb rev,040414 WILLIAMS But l dwith Wt t i tam —. Town of Barnstable Regulatory Services Building Division 200 Main Street Hyannis, MA 02601 Attn: Mr.Thomas Perry Building Commissioner Dear Mr. Perry: Please let this letter serve as written confirmation that Kevin Murphy is currently employed as a Project Superintendent with Williams Building Company, Inc., and is covered by our company's current Workers' Compensation Insurance Policy, as provided to us by Eastern States Insurance Agency, Inc., Policy#08WEQT445. Furthermore, he will be involved with the Cape,Gun Works project,whose building permit has been issued by your office under Permit# B-2016-0072. If you have any further questions, please do not hesitate to contact me. Thank you. Best Regar Timot .Williams President 196 Old Town House Road West Yarmouth,MA 02673 P: 508-394-3644 F: 508-394-3266 I BuildwithWilliams.com Massach usetts _ Board UL8 ucding R 54 a enis arkStan S lic Safety. r,Su- su, t - dards License; CS-092124 _ 21 W E . PLI'MUIT1$ALEd commissioner Expiration ' 11/0 2/2016 Unrestricted_ contain lessn Smogs Of enclosed s Y use group which Pace. ,�00 cubic feet(gg1m3�of Failure to Possess a State Buildingcurrent edition of n bode is cause for rev, the Fr Ups Licensing Massachusettsr g inf"atio cation of this license. n visit; - www.)wass.G0v/DPs i The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 www.massgov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name(Business/Organization/Individual): Williams Building Company, Inc. Address: 196 Old Townhouse Road City/State/Zip: West Yarmouth,MA 02673 Phone#: 508-394-3644 Are you an employer?Check the appropriate box: Type of project(required): OI am a employer with 35 4. I am a general contractor and I employees(full and/or part-time).* have hired the sub-contractors 6. New construction 2. I am a sole proprietor or partner- listed on the attached sheet. Q Remodeling ship and have no employees These sub-contractors have 8. Demolition working for me in any capacity. employees and have workers' 9. Building addition [No workers'comp.insurance comp.insurance 1 required.] 5. We are a corporation and its 10. Electrical repairs or additions 3. I am a homeowner doing all work officers have exercised their 11. Plumbing repairs or additions myself.[No workers'comp. right of exemption per MGL 12. Roof repairs insurance required.]t c. 152,§1(4),and we have no employees.[No workers' 13. Other comp.insurance required.] *Any applicant that checks box#1 must also fill out the section below showing their workers'compensation policy information. t Homeowners who submit this affidavit indicating they are doing all work and then hire outside contractors must submit a new affidavit indicating such. $Contractors that check this box must attached an additional sheet showing the name of the sub-contractors and state whether or not those entities have employees. If the sub-contractors have employees,they must provide their workers'comp.policy number. I ant att employer that is providing workers'cotnpettsadort iiisrrrauce for my employees. Below is the policy and job site information. Insurance Company Name: Eastern States Insurance Agency,Inc. I Policy#or Self-ins.Lie.#: 08WEQT4445 Expiration Date: 1/1/17 Job Site Address: 96 Airport Road City/State/Zip: Hyannis,MA 02601 Attach a copy of the workers'compensation policy declaration page(showing the policy number and expiration date). Failure to secure coverage as required under Section 25A of MGL c. 152 can lead to the imposition of criminal penalties of a fine up to$1,500.00 and/or one-year imprisonment,as well as civil penalties in the form of a STOP WORK ORDER and a fine of up to$250.00 a day against the violator. Be advised that a copy of this statement may be forwarded to the Office of Investigations of the DIA for insurance coverage verification. I do hereby certify trader the pains and penalties ofperjury that the information provided above is true and correct. Signature '�� !` Date: 1/4/16 Phone#: 508-394-3644 Official use only. Do not write in this area,to be completed by city or town official. City or Town: Permit/License# Issuing Authority(circle one): 1.Board of Health 2.Building Department 3.City/Town Clerk 4.Electrical Inspector 5.Plumbing Inspector 6.Other Contact Person: Phone#: 1 t 3 Information and Instructions Massachusetts General Laws chapter 152 requires all employers to provide workers'compensation for their employees. Pursuant to this statute,an employee is defined as"...every person in the service of another under any contract of hire, express or implied,oral or written." An employer is defined as"an individual,partnership,association,corporation or other legal entity,or any two or more of the foregoing engaged in a joint enterprise,and including the legal representatives of a deceased employer,or the receiver or trustee of an individual,partnership,association or other legal entity,employing employees. However the owner of a dwelling house having not more than three apartments and who resides therein,or the occupant of the dwelling house of another who employs persons to do maintenance,construction or repair work on such dwelling house or on the grounds or building appurtenant thereto shall not because of such employment be deemed to be an employer." MGL chapter 152,§25C(6)also states that"every state or local licensing agency shall withhold the issuance or renewal of a license or permit to operate a business or to construct buildings in the commonwealth for any applicant who has not produced acceptable evidence of compliance with the insurance coverage required." Additionally,MGL chapter 152,§25C(7)states"Neither the commonwealth nor any of its political subdivisions shall enter into any contract for the performance of public work until acceptable evidence of compliance with the insurance requirements of this chapter have been presented to the contracting authority." Applicants Please fill out the workers' compensation affidavit completely,by checking the boxes that apply to your situation and,if necessary,supply sub-contractor(s)name(s),address(es)and phone number(s)along with their certificate(s)of insurance. Limited Liability Companies(LLC)or Limited Liability Partnerships(LLP)with no employees other than the members or partners,are not required to carry workers'compensation insurance. If an LLC or LLP does have employees,a policy is required. Be advised that this affidavit may be submitted to the Department of Industrial Accidents for confirmation of insurance coverage. Also be sure to sign and date the affidavit. The affidavit should be returned to the city or town that the application for the permit or license is being requested,not the Department of Industrial Accidents. Should you have any questions regarding the law or if you are required to obtain a workers' compensation policy,please call the Department at the number listed below. Self-insured companies should enter their self-insurance license number on the appropriate line. City or Town Officials Please be sure that the affidavit is complete and printed legibly. The Department has provided a space at the bottom of the affidavit for you to fill out in the event the Office of Investigations has to contact you regarding the applicant. Please be sure to fill in the permit/license number which will be used as a reference number. In addition,an applicant that must submit multiple permit/license applications in any given year,need only submit one affidavit indicating current policy information(if necessary)and under"Job Site Address"the applicant should write"all locations in (city or town)."A copy of the affidavit that has been officially stamped or marked by the city or town may be provided to the applicant as proof that a valid affidavit is on file for future permits or licenses. A new affidavit must be filled out each year.Where a home owner or citizen is obtaining a license or permit not related to any business or commercial venture (i.e.a dog license or permit to burn leaves etc.)said person is NOT required to complete this affidavit. The Office of Investigations would like to thank you in advance for your cooperation and should you have any questions, please do not hesitate to give us a call. The Department's address,telephone and fax number: The Commonwealth of Massachusetts Department of Industrial Accidents Office of Investigations 600 Washington Street Boston,MA 02111 Tel.#617-727-4900 ext 406 or 1-877-MASSAFE Revised 4-24-07 Fax#617-727-7749 www.mass.gov/dia -1 WILLI-3 OP ID:AE ACORO� DATE(MM/DD/YYYY) CERTIFICATE OF LIABILITY INSURANCE 12/31/2015 THIS CERTIFICATE IS ISSUED AS A MATTER OF INFORMATION ONLY AND CONFERS NO RIGHTS UPON THE CERTIFICATE HOLDER. THIS CERTIFICATE DOES NOT AFFIRMATIVELY OR NEGATIVELY AMEND, EXTEND OR ALTER THE COVERAGE AFFORDED BY THE POLICIES BELOW. THIS CERTIFICATE OF INSURANCE DOES NOT CONSTITUTE A CONTRACT BETWEEN THE ISSUING INSURER(S), AUTHORIZED REPRESENTATIVE OR PRODUCER,AND THE CERTIFICATE HOLDER. IMPORTANT: If the certificate holder is an ADDITIONAL INSURED,the policy(ies)must be endorsed. If SUBROGATION IS WAIVED, subject to the terms and conditions of the policy,certain policies may require an endorsement. A statement on this certificate does not confer rights to the certificate holder in lieu of such endorsement(s). PRODUCER CONTACT Eastern States Insurance NAME: Agency,Inc. A/CONNo E#:781-642-9000 AIc No:781-647-3670 50 Prospect Street E-MAIL Waltham,MA 02453 ADDRESS:certificaterequest@esia.com INSURER(S)AFFORDING COVERAGE NAIC# INSURER A:Hartford Fire Ins Co 19682 INSURED - Williams Building Company,Inc INSURER B:Hartford Insurance Co.of MidW 37478 196 Old Townhouse Road West Yarmouth,MA 02673 INSURER C:Merchants Mutual Insurance 23329 INSURER D:Twin City Fire Insurance Co. 29459 INSURER E: INSURER F: COVERAGES CERTIFICATE NUMBER: REVISION NUMBER: THIS IS TO CERTIFY THAT THE POLICIES OF INSURANCE LISTED BELOW HAVE BEEN ISSUED TO THE INSURED NAMED ABOVE FOR THE POLICY PERIOD INDICATED. NOTWITHSTANDING ANY REQUIREMENT, TERM OR CONDITION OF ANY CONTRACT OR OTHER DOCUMENT VVITH RESPECT TO WHICH THIS CERTIFICATE MAY BE ISSUED OR MAY PERTAIN, THE INSURANCE AFFORDED BY THE POLICIES DESCRIBED HEREIN IS SUBJECT TO ALL THE TERMS, EXCLUSIONS AND CONDITIONS OF SUCH POLICIES.LIMITS SHOWN MAY HAVE BEEN REDUCED BY PAID CLAIMS. I� TYPE OF INSURANCE SR IN DL SUBIR WVD POLICY NUMBER POLICY EXP MMIPo DDLICYEFF MMIDDIYYYY LIMITS A X COMMERCIAL GENERAL LIABILITY EACH OCCURRENCE $ 1,000,000 CLAIMS-MADE N OCCUR 08UENQT4447 01/01/2016 01/01/2017 DAMAGE T AMA ET RENTED PREMISES Ea occurrence $ 300,000 MED EXP(Any one person) $ 10,00 PERSONAL&ADV INJURY $ 1,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: GENERAL AGGREGATE $ 2,000,000 POLICYFX]JEC LOC PRODUCTS-COMP/OP AGG $ 2,000,000 OTHER: $ AUTOMOBILE LIABILITY Ea BIKED SINGLE LIMIT $ 1,000,000 B X ANY AUTO 08UENQT4446 01/01/2016 01/01/2017 BODILY INJURY(Per person) $ ALL OWNED SCHEDULED BODILY INJURY(Per $ AUTOS AUTOS ( ) NON-OWNED PROPERTY DAMAGE r 1 1 $ HIRED AUTOS AUTOS Per accident $ X UMBRELLA LIAB X OCCUR EACH OCCURRENCE $ 5,000,000 C EXCESS LIAB CLAIMS-MADE CUP0001452 01/01/2016 01101/2017 AGGREGATE $ 5,000,000 DED X RETENTION$ 10,000 $ WORKERS COMPENSATION PER OTH- AND EMPLOYERS'LIABILITY X I STATUTE ER D ANY PROPRIETOR/PARTNER/EXECUTIVE YIN 08WEQT4446 01/01/2016 01/01/2017 E.L.EACH ACCIDENT $ 500,000 OFFICER/MEMBER EXCLUDED? ❑N I A (Mandatory in NH) E.L.DISEASE-EA EMPLOYEd$ 500,000 If as,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT 1$ 500,000 A Equipment Floater 08MSZJ4120 01/01/2016 01/01/2017 Sch/Lease 74,90 Deduct 2,500 DESCRIPTION OF OPERATIONS I LOCATIONS I VEHICLES(ACORD 101,Additional Remarks Schedule,may be attached if more space is required) CERTIFICATE HOLDER CANCELLATION EVIDENC SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE Evidence of Insurance THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE ©1988-2014 ACORD CORPORATION. All rights reserved. ACORD 25(2014/01) The ACORD name and logo are registered marks of ACORD `► Y �.:s -., a• "- r .� V� � �(l '/I r ��v �� � #of Applications: 152 0.00 Village EsgMated Cost E BRIDGE LANE MM --,,, 0.00 LASS LANE CENT 0.00 AN TRAIL BARN 0.00 STERVILLE ROAD OST 0.00 LAND DRIVE CENT 0.00 IN ST./RTE 6A(BARN.) BARN 0.00 STREET HYAN 0.00 STREET HYAN 0.00 GROVE AVENUE HYAN 0.00 SKIN PATH CENT 0.00 .-W.BARN. RD MM 0.00 SEBERRY LANE MM 0.00 E OAK TRAIL CENT 0.00 DAH WAY CENT 0.00 PONESSETT ROAD COT 0.00 IGHTWAY HYAN 0.00 RIS STREET HYAN 0.00 NTUIT-NEWTOWN ROAD MM 0.00 NSON LANE CENT 0.00 Y LANE CENT 0.00 Mass. Corporations, external master page Page 1 of 2 aF �` Corporations Division Business Entity Summary ID Number: 000912416 3 Request certificate New search Summary for: JAMESON ENTERTAINMENT CORPORATION The exact name of the Domestic Profit Corporation: JAMESON ENTERTAINMENT CORPORATION Entity type: Domestic Profit Corporation Identification Number: 000912416 Date of Organization in Massachusetts: 12-23-2005 Last date certain: Current Fiscal Month/Day: 12/31 The location of the Principal Office: Address: 96 AIRPORT ROAD City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The name and address of the Registered Agent: Name: CHRISTOPHER J. COURT Address: 96 AIRPORT ROAD City or town, State, Zip code, HYANNIS, MA 02601 USA Country: The Officers and Directors of the Corporation: Title Individual Name Address PRESIDENT CH,RISTOPHER J. COURT 96 AIRPORT ROAD HYANNIS, MA 02601 USA TREASURER CHRISTOPHER J. COURT 96 AIRPORT ROAD HYANNIS, MA 02601 USA SECRETARY CHRISTOPHER J. COURT 96 AIRPORT ROAD HYANNIS, MA 02601 USA DIRECTOR CHRISTOPHER J. COURT 96 AIRPORT ROAD HYANNIS, MA 02601 USA Business entity stock is publicly traded: ❑ http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=000912416&S... 1/6/2016 lass. Corporations, external master page Page 2 of 2 IThe total number of shares and the par value, if any, of each class of stock which this business entity is authorized to issue: Total Authorized Total issued and Class of Stock Par value per share outstanding No.of shares Total par No.of shares value CNP $ 0.00 275,000 $ 0.00 0 ❑ ❑Confidential ❑Merger ❑ Consent Data Allowed Manufacturing View filings for this business entity: ALL FILINGS Administrative Dissolution !' Annual Report Application For Revival Articles of Amendment nV View filing Comments or notes associated with this business entity: New search http://corp.sec.state.ma.us/CorpWeb/CorpSearch/CorpSummary.aspx?FEIN=000912416&S... 1/6/2016 arch t5 . in5y:i-add.;yn 4nn;r—id6ig I.i-,ce and iim4 d 299 WHITE'S PATH SOUTH Y.AR!•AOU f H, MASSACHUSEITS,02664 lel(508)362.8333 a fox(503)760-5900 OVYIYJ.[P.TARCHITE:CIS.COPA 12.21.2015 Mr.Thomas Perry,Building Commissioner Town,of Barnstable 200 Main Street ` Hyannis,MA 02601 Re- Cape Gun Works 96 Airport Road Hyannis,MA 02601 Commissioner Perry, I am writing this letter on behalf of my clients, Cape Gun Works,to inform you that ERT Architects has been retained to perform construction observation services for the project at the above referenced address. As discussed with you and Mr. Toby Leary in your office on 11/23/2015, this office will provide your office with weekly written progress reports, photographs documenting progress, and all necessary submittals and shop drawings necessary to complete the work. At the conclusion of the project we will also provide your office with all documentation necessary to close out the project and obtain an occupancy permit. Further,and based on our discussion,we would ask that this letter be confirmation that your office accepts the number plumbing fixtures proposed given that the use of the property is not changing and the number of fixtures is in fact being increased above what currently exists. [ I look forward to working with you and your office on the is project. Please do not hesitate to contact me directly should you have an tions. Warmest regards, AACV, 6E�tT` �O to i o, i0 �^ i- Erik Robert Tolle Architect/Principal ERT Architects,In e I I i i 3 ti I • e li p I Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 8`h edition of the ' Massachusetts State Building Code, 780 CMR, Section 107 Project Title:Cape Gun Works Date:December 21,2015 Property Address: 96 Airport Road,Hyannis,MA Project: Check(x)one or both as applicable: X New construction X Existing Construction Project description: Adapt first floor of existing structure in to new shooting range with retail,office,and classroom components 1,Erik Robert Tolley,MA Registration Number: 10730 Expiration date: 08.31.2016 ,am a registered design I professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning1: X Architectural Structural Mechanical Fire Protection Electrical Other: for the above named project and that to the best of my knowledge,information,and belief 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 set vices 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. 7 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. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. When required by the building official,I shall submit field/progress reports(see item 3.)together with pertinent n comments,in a form acceptable to the building official. i Upon completion of the work,I shall submit to OAR 1 a`Final Construction Control Document'. 24' ¢40 No.10713 Enter in the space to the right a"wet"or o 00 Ft1TFl TH PORT, electronic signature and seat: y 1 g o �a _ ..-.-•' PCB F!OF M p6 Phone number: 508.362.8883 Email:Erik@ERTArc itects.com Building Official Use Only x Building Official Name: PermitNo.: 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. ' Version 06 11 2013 Initial Construction Control Document To be submitted with the building permit application by a Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107 fi 1 Project Title. Cape Gun Works Date: December 21,2015 Property Address: 96 Airport Road,Hyannis Project: Check(x)one or both as applicable: X New construction X ExistingConstruction � Project description:Adapt the first floor of an existing building into a target shooting range.Additional structural x reinforcement is needed to support equipment necessary for a safe firing environment;to support reinforced masonry t dividing walls;to support additional HVAC equipment;and to support ballistic capturing and recovering equipment. I Paul R.LaRochelle,P.E.MA Registration Number:45560 Expiration date: 06/30/2016 ,am a registered design r professional, and I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning: y s Architectural X Structural Mechanical Fire Protection Electrical Other: E for the above named project and that to the best of my knowledge,information,and belief 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 ll professional services and be present-on the construction site on a regular and periodic basis to: I 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. Nothing in this document relieves the contractor of its responsibility regarding the provisions of 780 CMR 107. 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 of irraI Construction Control Document'. � LINOF,4,,ggo PAUL cy� Enter in the space to the right a"wet"or o LAROCHELLl; electronic signature and seal: CIVIL �y PNo.45560 0 GIs /p Phone number: 508-255-6511 Email:plarochelle@c gineeringeoinpany.com 4 . 1 1 • 1 P Building Official Use Only a Building Official Name: PermitNo.: Date: Vernon 0611t2 3 C s I 1� I I� I I _ Tier 1 Preliminary Fire Protection Narrative Report For Fire Sprinkler Protection I i • 1 _ Cape Gun Works 96 Airport Road Hyannis, Ma. BY Pyrotech Consultants, Inc. � �60F� Pa Box 1532y �. arn 2 Washington Circle,Suite 5 ova FIRE PFiO'TEC M Sandwich, Ma 02563 508-888-5808 January 28, 2016 1 FIRE PROTECTION SPRINKLER SYSTEM This Narrative Report Addresses the Requirements for the Fire sprinkler System. Reference to the Fire Detection and Alarm System is for general information.Detailed criteria for the Detection&Alarm System will be provided by others. NARRATIVE REPORTS BASIS (METHODOLOGY) OF DESIGN Section 1-Building Description a. Building"MIX USE" Groups:A-3 Assembly, B- Business and M-Mercantile. b. Type(s)of occupancies(hazards within building): 1-5t Floor-Gun and Archery Ranges, Retail space, Office, Lounge&Gun Smith,and Associated Accessory Storage. Basement—Unknown at this time. c. One story above grade. d. One story below grade. e. Basement,first floors approximately 20,089 gross sq.ft. each. f. Storage in accordance with NFPA 13 for miscellaneous storage under 12-0 in height,and mechanical heating equipment in basement. t g. Type Construction-1113 h. Possible Hazards—limited small arms ammunition storage including black powder and primers. i. No general storage of commodities over 12 ft.or Group A plastics over 5 ft. Limited ammunition storage in accordance with NFPA 495—2013 Edition. j. Site access two ways on Airport Road and paved access to rear of structure. Section 2-Applicable Laws,Regulations and Standards a.780 CMR code sections"Fire Protection System Requirements" 903.2.0 Fire suppression systems,903.4.2 requires audio visual alarm devices(upgrade existing system per 911 Edition of 780 CMR). 903.4.1 Monitoring(currently exists to building fire alarm panel with central station monitoring). b.NFPA Standards and Edition used for design of each specific fire protection system. Modified Systems:NFPA 13-2013; NFPA 72-2013;NFPA 495-2013 C. MCL Chapter 148:NA d. 527 CMR1 e. Local Bylaws:NA f f, Specialized Codes: NA g. Applicable Federal Laws: NA Section 3-Design Responsibility for Fire Protection Sprinkler System Anthony P Caputo(PE)of Pyrotech Consultants, Inc.develops a fire sprinkler design and specifies the design criteria and piping layout to be used by the sprinkler contractor. The PE certifies system installation for code compliance and adequacy at completion. i I; t .g it 4 :5 Section 4-Fire Protection Systems to be installed. General Description of Proposed Work The building is currently protected with a hydraulically designed wet pipe gridded sprinkler system installed T. per previous Editions of NFPA Standard 13 and 780 CMR.Similarly,the existing fire alarm system was installed per a previous edition of 780 CMR and associated requirements of NFPA 72.The existing sprinkler system was reportedly designed to provide for a high challenge, high hazard fire commodities including Group A Plastic materials. Per NFPA 13 the majority of the proposed new occupancy would require a minimum design density of.2 gpm/sq.ft.over the most remote 1500 sq.ft. (Ordinary Hazard 11). ' Ammunition (small arms ammunition &black powder)storage is anticipated to be minimal although the fquantity is unknown at this time. NFPA 13 classifies such storage as outside of its scope and no specific is guidance is given.The design criteria for sprinkler design density is left to engineering judgment. 1 Accordingly,once the quantity of the specific types of munitions and its storage method(cabinets, container&etc.)is identified it is expected that the storage room will be protected with an Extra hazard [ Group 11 design density of.4 gpm/sq.ft. over the entire area of the storage room up to a maximum of 2500 sq.ft. Given the previous occupancy of this building and the current gridded sprinkler design achieving the new required densities is not expected to be an issue. i c Protective (bullet resistant) baffles will be provided over the shooting ranges.The baffles present an obstruction to the existing roof level sprinkler discharge.Additional heads on drops,potentially between the baffles will be provided where necessary to accommodate effective sprinkler coverage. New dropped ceilings are anticipated throughout the first floor and will require new heads to be dropped below.The concealed space above the new dropped ceilings will be noncombustible and as such is not required to be sprinklers although the existing roof level sprinklers may remain. Quick response sprinkler heads will be used for all new sprinklers throughout the 1st floor area and those existing heads that may remain open to the first floor. Sprinklers in the basement will not be modified at this time except that the existing heads will be verified to be within the 50 year expiration date. The existing Alarm Check Valve is currently located high above floor level and not easily accessed for testing and maintenance.The valve will be relocated to within 3 ft of the basement floor level where it can be readily accessed, The existing fire alarm system is reportedly designed to meet a previous edition of 780 CMR and referenced NFPA 72 Standard for a Factory"F" Occupancy for a fully sprinklered building. Design for the modification of the detection and alarm system is by others. r DESIGN CRITERIA r i. In accordance with Chapter 34 of 780 CMR (2009 IEBC with Mass Mods)the existing wet sprinkler system will be renovated to provide proper coverage for the new and renovated spaces on the first floor.The sprinkler modification will be in accordance with the 2013 Edition of NFPA 13 as previously described. ` a.Water Supply Mains&Hydrants:NA,currently exists i r f. b.Sprinkler systems and components: Added and/or relocated to accommodate building changes on first floor and relocation of the system alarm check valve in the basement. i c.Standpipe Systems&Components:NA d.Fire alarm systems and components:Required upgrades and relocation of audio and visual [, appliances, detection, &manual pull stations in accordance with 780 CMR&NFPA 72. e.Automatic Fire Extinguishing System:NA f. Manual suppression systems:NA g.Smoke Control: NA h. Commercial Kitchen Cooking&Exhaust: NA 1.Emergency Power:NA j. Hazardous Materials Monitoring: NA k.Seismic provided in accordance with NFPA 13: NA,sprinkler piping existing&Structure Class B i. Seismic per 780 CMR not requiring bracing. r E _Section 5-Features Used in the Design Methodology a. Building occupant notification system will be maintained by sprinkler and fire alarm contractors. Systems taken out of service per FD and Central Station Notification with restoration by end of each day or as prescribed by the Hyannis FD. b. The General Contractor will be notified when system are taken out of service by the respective t subcontractor.The subcontractor will remain on site as a fire watch until systems are returned to service. c. Safeguards:No hot work will be allowed when sprinklers are out of service.Sprinklers and fire alarm are to be returned to service at the end of each work day.The contractor taking a system j out of service shall notify the Hyannis FD and remain on site until the system is appropriately j. returned to service. `:. d. Future testing of the sprinkler system shall be per NFPA Standard 25 and fire alarm devices per t� NFPA 72. t Section 6-Special Considerations and Descriptions—None anticipated 901.2.1(1.a.1i)Sequence of Operation Section 1 f a. Wet sprinkler system & Fire detection:Wet System operates automatically on water flow from a single sprinkler.Closed contact on the flow switch will provide alarm contact for the fire control panel and activate local audible visual panels and send an alarm of fire signal throughout the building and to the central monitoring station. b. Any new and/or existing system fire alarm devices(smoke detection,manual pull �. stations&etc.)will sound an alarm of fire signal throughout the building and to the central monitoring station. 901.2.1 f1.a.iii)Testing Criteria f Section 1 Testine Criteria a. The sprinkler and fire alarm contractors shall coordinate test of their respective system and conduct pre-test of systems prior to final testing.The PE shall be notified a minimum of two weeks prior to final testing to establish a test date and engineer's certification walk down. ' I II 0 l ` l Initial Construction Control Document * To be submitted with the building permit application by a jRegistered Design Professional for work per the 8`h edition of the Massachusetts State Building Code,780 CMR,Section 107.6.2 Project Title:Cape Gun Works Date:1/19/16 Property Address: 96 Airport Road,Hyannis,MA 02601 Project: Check(x)one or both as applicable: New construction X Existing Construction Project description:Modification of existing fire sprinkler system to facilitate an indoor shooting range. I Anthony P.Caputo P.E.MA Registration Number:35218 Expiration date:6/30116 ,am a registered design professional, and hereby certify,to the best of my knowledge,information and belief,that I have prepared or directly l supervised the preparation of all design plans,computations and specifications concerning': Entire Project Architectural Structural Mechanical X 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 in accordance with the Professional Standard of Care,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.Such reviews shall not diminish or relieve the Contractor of its submittal and other responsibilities. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17,as applicable. a. 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.The contractor shall be responsible for performing the work in accordance with the contract documents and shall be exclusively responsible for its construction means, methods,sequences and procedures,and for construction safety. b. The performance of services shall not require any special testing or inspections unless specifically stated in the 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'. Of'fs Enter in the space to the right a"wet"or A Th%y p r�G electronic signature and seal: 1 � � Phone number:(508)-888-5808 Email:apeaputo@pyrotech.comeastbiz.net p r Building Official Use Only Building Official Name: PemritNo.: Date: Note 1.Indicate with an project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Trial Version 10 09 2012 i . . _ Fire Protection by Computer Design %,AOF r<tls,�y CAPl1T0 0 FIRE PRO CN w a Canco Fire Sprinkler Services 352 Main Street s° West Yarmouth, MA 02673 0 508-776-2082 Job Name Cape Gun Works Existing Fire Sprinklers 1st Floor Drawing 1 Location 96 Airport Rd., Hyannis, MA Remote Area 1 Contract Data File Existing Fire Sprinklers 1st Floor Area 1.WXF l t i Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 r. . I Canco Fire Sprinkler Services Page 1 I Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 HYDRAULIC CALCULATIONS for 1 E• Project name: Cape Gun Works Existing Fire Sprinklers 1st Floor Location: 96 Airport Rd., Hyannis, MA f Drawing no: 1 Date: 211/16 ` Design f Remote area number: 1 Remote area location: Bullet Trap Area Occupancy classification. Ordinary Hazard II r Density: 0.2-Gpm/SgFt Area of application: 1500-SgFt i' Coverage per sprinkler. 86.94-SgFt Type of sprinklers calculated: K 5.6 Uproght !' No. of sprinklers calculated. 18 In-rack demand. NA-GPM F Hose streams: 250-GPM Total water required(including hose streams): 622.464-GAM @ 36.6993-Psi Type of system: Wet Grid Volume of dry orpreaction system: -Gal Water supply information Date. 2/1/16 Location: Airport Rd Source: Canco Fire Sprinkler Name of contractor: PYROTECH Consultants, Inc. Address: 2 Washington Circle/Suite#5/Sandwich,MA 02563 Phone number. 508-888-5808 Name of designer: AP Caputo Authodlyhavingjurisdiction., Barnstable Bldg. &Hyannis FD Notes:(include peaking information or gridded systems here.) i I I, f r . I i C I i Computer Programs by Hydratec Inc. Route I I I Windham N.H. USA 03087 Water Supply Curve C Canco Fire Sprinkler Services- Page 2 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 City Water Supply: Demand: C1 -Static Pressure 68 D1 -Elevation 8.879 C2-Residual Pressure: 58 D2-System Flow : 372.464 C2-Residual Flow 1130 D2-System Pressure 36.699 Hose(Demand) :250 D3-System Demand :622.464 Safety Margin : 27.982 150 140 130 p 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 C E 50 40 30 D 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW(NA1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Fittings Used Summary -- - --_--.:. . . -- - - _.: -.�.__._._,�__...��---�-:�. - _ . _ �..���,...._- •-. .- , - . ,,,.,_.� _. .-. -�� - -- .. --: .-. .• �`-. Canco Fire Sprinkler Services Page 3 i Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 Fitting Legend Abbrev. Name t/ s/. 1 1'/, 1% 2 2'/ 3 3%2 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 99 Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve . 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 1 T NFPA 13 90'Flow thru Tee' 3 4 5 6 8 10 12 15 17 20 25 30 35 50 13 60 71 81 91 11 121 Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a*show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. e , Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 r. Pressure! Flow Summary - STANDARD l .Canto Fire Sprinkler Services page 4 E Cape Gun Works Existing Fire Sprinklers 1st Floor Date 211I16 i' Node Elevation K Fact Pt Pn Flow Density Area Press No. Actual Actual Reg 1 20.5 5.6 12.76 na 20.0 0.2 86.94 12.75511 2 20.5 13.32 na 3 19.0 15.85 na 4 19.0 15.97 na l 5 19.0 16.22 na F. 6 19.0 16.58 na 7 19.0 16.89 na r 8 19.0 17.17 na ' 9 19.0 17AI na 10 19.0 17.61 na 11 19.0 17.79 na 12 19.0 17.95 na 1. 13 19.0 18.09 na 14 19.0 18.2 na l 15 19.0 18.3 na E• 16 19.0 18.37 na l 17 19.0 18.44 na 18 19.0 18.5 na i 19 19.0 18.61 na t: 20 19.0 18.65 na 21 19.0 18.68 na 22 19.0 18.69 na • 23 19.0 18.7 na 24 20.5 19.55 na 25 19.0 20.34 na f 26 19.0 20.83 na 27 -3.6 38.19 na TEST 0.0 36.7 na 250.0 28 20.5 5.6 13.07 na 20.24 0.2 86.94 12.75511 29 20.5 5.6 12.97 na 20.17 0.2 86.94 12.75511 30 20.5 5.6 12.98 na 20.18 0.2 86.94 12-75511 31 20.6 5.6 13.21 na 20.36 0.2 86.94 12.76511 32 20.5 15.89 na 33 19.0 17.23 na 34 19.0 17.25 na 35 19.0 17.3 na 36 19.0 17.36 na 37 19.0 18.13 na 38 19.0 18.21 na i 39 19.0 18.3 na ` 40 19.0 18.41 na ;. 41 19.0 18.52 na j 42 19.0 18.65 na 43 19.0 18.79 na 44 19.0 18.93 na 45 19.0 19.09 na 46 19.0 19.26 na 47 19.0 19A3 na 48 19.0 19.63 na 49 19.0 19.84 na 50 19.0 20.08 na 51 19.0 15.82 na I 52 17.5 14.81 na ' 53 17.5 5.6 14.51 na 21.33 0.2 86.94 12.76511 i 54 17.5 5.6 14.39 na 21.24 0.2 86.94 12.75511 (" 55 17.5 5.6 14.4 na 21.26 0.2 86.94 12.75511 56 17.5 5.6 14.64 na 21.42 0.2 86.94 12,76511 I 57 17.5 17.45 na 58 19.0 17.23 na j: 59 20.5 5.6 12.84 na 20.06 0.2 86.94 12.75511 { 60 20.5 13.4 na 61 20.5 6.6 13.14 na 20.3 0.2 86.94 12.75511 i 62 20.5 5.6 13.04 na 20.22 0.2 86.94 12.75511 j Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 fJ Flow Summary- Standard Canco Fire Sprinkler Services Page 5 i Cape Gun Works Existing Fire Sprinklers 1st Floor Date 211/16 i• r Node Elevation K Fact Pt Pn Flow Density Area Press E No. Actual Actual Re i F 63 20.5 5.6 13.05 na 20.23 0.2 86.94 12.75511 64 20.5 5.6 13.28 na 20.4 0.2 86.94 12.75511 65 20.6 15.92 na t 66 17.5 5.6 14.19 na 21.09 0.2 86.94 12.75511 1 67 20.5 5.6 14.11 na 21.04 0.2 86.94 12.75511 i 68 20.5 14.73 na 69 20.5 5.6 14.68 na 21.45 0.2 86.94 12.75511 f 70 20.5 5.6 14.7 na 21 A7 0.2 86.94 12.75511 ! 71 20.5 16.37 na 72 20.5 16.64 na r, 73 20.5 17.4 na 74 20.5 17A9 na i 75 20.5 17.6 na 76 20.5 17.71 na 77 20.5 17.83 na 78 20.5 17.95 na 79 20.5 18.09 na 80 20.6 18.23 na 81 20.5 18.39 na j: 82 20.5 18.55 na 83 20.5 18.71 na 84 20.5 18.9 na 85 20.5 19.1 na 86 20.5 19.32 na l i The maximum velocity is 9.44 and it occurs in the pipe between nodes 51 and 52 f I i F Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations- Hazen-Williams-2007 f` Canco Fire Sprinkler Services Page 6 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ****** Notes ***** I Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *EQUIVALENT KS t *REMOTE HEAD TO SUPPLY 1 20.00 1.049 0.0 4.330 12.755 K Factor=6.60 to 120.0 0.0 0.0 0.0 2 20.0 0.1303 0.0 4.330 0.564 Vel= 7.42 2 35.75 1.61 2T 16.0 1.500 13.319 to 120.0 0.0 16.000 0.650 I; 3 55.75 0.1076 0.0 17.500 1.883 Vel= 8.79 3 59.88 3.26 0.0 9.000 15.852 is to 120.0 0.0 0.0 0.0 ` 4 115.63 0.0133 0.0 9.000 0.120 Vel= 4.44 I. t 4 56.34 3.26 0.0 9.000 15.972 to 120.0 0.0 0.0 0.0 5 171.97 0.0279 0.0 9.000 0.251 Vel= 6.61 5 36.12 - 3.26 0.0 9.000 16.223 i. to 120.0 0.0 0.0 0.0 f; 6 208.09 0.0396 0.0 9.000 0.356 Vel= 8.00 6 -13.66 3.26 0.0 9.000 16.579 to 120.0 0.0 0.0 0.0 7 194.43 0.0350 0.0 9.000 0.315 Vet= 7.47 7 -14.16 3.26 0.0 9.000 16.894 to 120.0 0.0 0.0 0.0 8 180.27 0.0304 0.0 9.000 0.274 Vel= 6.93 8 -12.94 3.26 0.0 9.000 17.168 to 120.0 0.0 0.0 0.0 9 167.33 0.0264 0.0 9.000 0.238 Vel= 6.43 9 -11.94 3.26 0.0 9.000 17.406 to 120.0 0.0 0.0 0.0 10 155.39 0.0231 0.0 9.000 0.208 Vel= 5.97 10 -11.19 3.26 0.0 9.000 17.614 to 120.0 0.0 0.0 0.0 11 144.2 0.0201 0.0 9.000 0.181 Vel= 5.54 11 -10.67 3.26 0:0 9.000 17.795 to 120.0 0.0 0.0 0.0 I 12 133.53 0.0174 0.0 9.000 0.157 Vel= 6.13 12 -10.41 3.26 0.0 9.000 17.952 to 120.0 0.0 0.0 0,0 i 13 123.12 0.0150 0.0 9.000 0.135 Vel= 4.73 13. -10.42 3.26 0.0 9.000 18.087 to., 120.0 0.0 0.0 0.0 14'`,. 112.7 0.0127 0.0 9.000 0.114 Vel= 4.33 14 -10.68 "3.26 0.0 9.000 18.201 to, } 120.0 0.0 0.0 0.0 15 102.02 - 0.0107 0.0 9.000 0.096 Vel= 3.92 `. 15 . -11.15- 3.26 0.0 9.000 18.297 to 120.0 0.0 0.0 0.0 16 90.87 0.0086 0.0 9.000 0.077 Vel= 3.49 16 -11.83 3.26 E 9.408 1.170 18.374 to 120.0 0.0 9.408 0.0 17 79.04 0.0066 0.0 10.578 0.070 Vel= 3.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Canco Fire Sprinkler Services Page 7 t: Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 F Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv **"'*** Notes Point Qt Pf/Ft Eqv. Ln. Total Pf Pn F 17 0.0 4.26 0.0 30.330 18.444 to 120.0 0.0 0.0 0.0 18 79.04 0.0018 0.0 30.330 0.054 Vel= 1.78 t 18 0.0 3.26 E 9.408 7.330 18.498 to 120.0 0.0 9.408 0.0 i 19 79.04 0.0066 0.0 16.738 0.111 Vel= 3.04 k 19 -12.93 3.26 0.0 9.000 18.609 to 120.0 0.0 0.0 0.0 G 20 66.11 0.0048 0.0 9.000 0.043 Vel= 2.54 20 -14.20 3.26 0.0 9.000 18.652 to 120.0 0.0 0.0 . 0.0 e 21 51.91 0.0030 0.0 9.000 0.027 Vel= 2.00 21 -15.61 3.26 0.0 9.000 18.679 to 120.0 o.0 0;0.; 0.0 is 22 36.3 0.0016 0.0 9.000 0.014 Vel= 1.40 I. 22 -17.15 3.26 0.0 9.000 18.693 to 120.0 0.0 0.0 0.0 23 19.15 0.0004 0.0 9.000 0.004 Vel 0.74 i 23 0.0 1.61 2T 16.0 80.610 18.697 to 120.0 E 4.0 20.000 -0.650 24 19.15 0.0149 0.0 100.610 1.500 Vel= 3.02 24 0.0 1.61 T 8.0 1.500 19.547 to 120.0 0.0 8.000 0.650 25 19.15 0.0148 0.0 9.500 0.141 Vel= 3.02 25 353.31 4.26 E 13.167 2.500 20.338 to 120.0 0.0 13.167 0.0 26 372.46 0.0317 0.0 15.667 0.496 Vel= 8.38 26 0.0 6.357 5E 88.014 40.250 20.834 { to 120.0 2G 7.544 95.558 16.745 **Fixed Loss=7 27 372.46 0.0045 0.0 135.808 0.611 Vet= 3.76 f. 27 0.0 8.249 0.0 20.000 38.190 to 120.0 .0.0 0.0 -1.516 TEST 372.46 0.0012 0.0 20.000 0.025 Vet= 2.24 250.00 Qa= 250.00 622.46 36.699 K Factor=102.75 "NEW PATH 2 -35.75 1.61 0.0 5.330 13.319 to 120.0 0.0 0.0 0.0 28 -35.75 -0.0475 0.0 5.330 -0.253 Vel= 5.63 '28. 20.24 1.61 0.0 9.670 13.066 K Factor=5,60 to 120.0 0.0 0.0 0.0 29 -15.51 -0.0100 0.0 9.670 -0.097 Vel= 2.44 29 20.17 1.61 0.0 9.670 12.969 K Factor=5.60 to, 120.0 0.0 0.0 0.0 30 4.66 0.0010 0.0 9.670 0.010 Vet= 0.73 30 20.18 1.61 0.0, 9.670 12.979 K Factor=5.60 to 120.0 0.0 0.0 0.0 31 24.84 0.0242 0.0 9.670 0.234 Vel= 3.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i Final Calculations-Hazen-Williams f. Canco Fire Sprinkler Services Page 8 Cape Gun Works Existing Fire Sprinklers 1 st Floor Date 2/1I16 r T i Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt PflFt Eqv. Ln. Total Pf Pn z " 31 20.35 1.61 T 8.0 28.670 13.213 K Factor=5.60 to 120.0 0.0 8.000 0.0 32 45.19 0.0730 0.0 36.670 2.676 Vel= 7.12 32 0.0 1.61 T 8.0 1.500 15.889 to 120.0 0.0 8.000 0.650 ! 33 45.19 0.0729 0.0 9.500 0.693 Vet= 7.12 33 46.46 4.26 0.0 9.000 17.232 to 120.0 ' 0.0 0.0 0.0 r. 34 91.65 0.0024 0.0 9.000 0.022 Vel= 2.06 34 44.89 4.26 0.0 9.000 17.254 to 120.0 0.0 0.0 0.0 35 136.54 0.0049 0.0 9.000 0.044 Vel= 3.07 . 35 27.84 4.26 0.0 9.000 17.298 r to 120.0 0.0 0.0 0.0 36 164.38 0.0070 0.0 9.000 0.063 Vel= 3.70 36 13.65 4.26 E 13.167 55.420 17.361 to 120.0 T 26.334 39.501 0.0 37 178.03 0.0081 0.0 94.921 0.766 Vel= 4.01 37 14.17 4.26 0.0 9.000 18.127 to 120.0 0.0 6.0 0.0 I 38 192.2 0.0092 0.0 9.000 0.083 Vel= 4.33 38 12.94 4.26 0.0 9.000 18.210 to 120.0 0.0 0.0 0.0 39 205.14 0.0106 0.0 9.000 0.095 Vel= 4.62 39 11.94 4.26 0.0 9.000 18.305 to 120.0 0.0 0.0 0.0 40 217.08 0.0117 0.0 9.000 0.105 Vel= 4.89 s 40 11.18 4.26 0.0 9.000 18.410 i to 120.0 0.0 0.0 0.0 41 228.26 0.0128 0.0 9.000 0.115 Vel= 5.14 41 10.67 4.26 0.0 9.000 18.525 to 120.0 0.0 0.0 0.0 42 238.93 0.0139 0.0 9.000 0.125 Vel= 5.38 i; 42 10.42 4.26 0.0 9.000 18.650 to 120.0 0.0 0.0 0.0 43 249.35 0.0150 0.0 9.000 0.135 Vel= 5.61 43 10.42 4.26 0.0 9.000 18.785 to 120.0 0.0 0.0 0.0 44 . 269.77 0.0162 0.0 9.000 0.146 Vel= 5.85 �. 44 10.67 4.26 0.0 9.000 18.931 to = 120.0 0.0 0.0 0.0 45 270.44 0.0176 0.0 9.000 0.158 Vet= 6.09 45 11.15 4.26 0.0 9.000 19.089 to 120.0 0.0 0.0 0.0 46 281.59 0.0188 0.0 9.000 0.169 Vet= 6.34 46 11.84 4.26 0.0 8.500 19.258 to 120.0 0.0 0.0 0.0 47 293.43 0.0204 0.0 8.500 0.173 Vet= 6.61 47 12.93 4.26 0.0 9.000 19.431 to 120.0 0.0 0.0 0.0 48 306.36 0.0220 0.0 9.000 0.198 Vel= 6.90 Computer Programs by Hydratec Inc. Route i11 Windham N.H.USA 03087 ff Final Calculations - Hazen-Williams Canco Fire Sprinkler Services Page 9 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 211116 k Hyd. Qa Dia. Fitting Pipe Pt Pt f Ref. "C" or Ftng's Pe Pv **"*"** Notes ** *** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn f 48 14.19 4.26 0.0 9,000 19.629 to 120.0 0.0 0.0" 0.0 49 320.55 0.0240 0.0 9.000 0.216 Vel= 7.22 49 15.62 4.26 0.0 9:000 19.845 to 120.0 0.0 0.0 0.0 50 336.17 0.0261 0.0 9.000 0.235 Vel= 7.57 50 17.15 4.26 0.0 9.000 20.080 to 120.0 0.0 0.0 0.0 p' 25 353.32 0.0287 0.0 9.000 0.258 Vel= 7.95 !! 0.0 I: 353.32 20.338 K Factor=; 78.35 NEW PATH 3 -59.88 3.26 0.0 9.000 15.852 E to 120.0 0.0 0.0 0.0 51 -59.88 -0.0040 0.0 9.000 -0.036 Vet= 2.30 [ 51 0.0 1.61 E 4.0 1.500 15.816 I to 120.0 T 8.0 12.000 0.650 I' 52 -59.88 -0.1229 0.0 13.500 -1.659 Vel= 9.44 k 52 21.09 1.61 0.0 5.330 14.807 to 120.0 0.0 0.0 0.0 53 -38.79 -0.0550 0.0 5.330 -0.293 Vel= 6.11 53 21.33 1.61 0.0 9.670 14.514 K Factor=5.60 to 120.0 0.0 0.0 0.0 54 -17.46 -0.0126 0.0 9.670 -0.122 Vel= ,2.76 54 21.25 1.61 0.0 9.670 14.392 K Factor=5.60 to 120.0 0.0 0.0 0.0 55 3.79 0.0008 0.0 9.670 0.008 Vel= 0.60 . 55 21.25 1.61 0.0 9.670 14.400 K Factor=5.60 to 120.0 0.0 0.0 0.0 56 25.04 0.0244 0.0 9.670 0.236 Vel= 3.95 ' 56 21.42 1.61 T 8.0 28.670 14.636 K Factor=5.66 to 120.0 0.0 8.000 0.0 57 46.46 0.0768 0.0 36.670 2.817 Vel= 7.32 57 0.0 1.61 E 4.0 1.500 17.453 to 120.0 0.0 4.000 -0.650 58 46.46 0.0769 0.0 5.600 0.423 Vel= 7.32 58 0.0 4.26 0.0 9.000 17.226 i to 120.0 0.0 0.0 0.0 33 46.46 0.0007 0.0 9.000 0.006 Vet= 1.05 0.0 46.46 17.232 K Factor= 11.19 *NEW PATH 59 20.06 1.049 0.0 4.330 12.835 K Factor=5.60 to . 120.0 0.0 0.0 0.0 60 20.06 0.1309 0.0 4.330 0.567 Vel= 7.45 60 36.27 1.61 2T 16.0 1.500 13.402 to 120.0 0.0 16.000 0.650 4 56.33 0.1097 0.0 17.500 1.920 Vel= 8.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H.USA 03087 Final Calculations - Hazen-Williams Canco Fire Sprinkler Services Page 10 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 211/16 k Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn G. i. F 0.0 56.33 15,972 K Factor= 14.09 F I *NEW PATH 60 -36.27 1.61 0.0 5.330 13.402 to 120.0 0.0 0.0 61 -36.27 -0.0486 0.0 5.330 -0.259 Vel= 5.72 61 20.30 1.61 0.0 9,610 13.143 K Factor=5.60 to 120.0 0.0 0.0.1 0.0 i 62 -15.97 -0.0107 0.0 9.670 -0.103 Vel= 2.52 62 20.22 1.61 0.0 9.670 13.040 K Factor=5.60 to 120.0 0.0 0.0 0.0 63 4.25 0.0009 0.0 9.670 0.009 Vel= 0.67 63 20.23 1.61 0.0 9.670 13.049 K Factor=5.60 to 120.0 0.0 0.0 0.0 ` 64 24.48 0,0235 0.0 9.670 0.227 Vel= 3.86 r: 64 20.41 1.61 T 8.0 28.670 13.276 K Factor=5.60 i' to 120.0 0.0 8.000 0.0 i 65 44.89 0.0721 0.0 36.670 2.643 Vel= 7.07 i l 65 0.0 1.61 T 8.0 1.500 15.919 i to 120.0 0.0 8.000 0.650 34 44.89 0.0721 0.0 9.500 0.685 Vel= 7.07 0.0 (` 44.89 17.254 K Factor= 10.81 I *NEW PATH 66 21.09 1.049 0.0 4.330 14.185 K Factor=5.60 to 120.0 0.0 0.0 0.0 52 21.09 0.1436 0.0 4.330 0.622 Vel= 7.83 - t 0.0 21.09 14.807 K Factor= 5.48 E. *NEW PATH 67 21.04 1.049 0.0 4.330 14.111 K Factor=5.60 to 120.0 0.0 0,0 0.0 { 68 21.04 0.1427 0.0 4.330 0.618 Vel= 7.81 E' 68 15.08 1.61 2T 16.0 1.500 14.729 to 120.0 0.0 16,000 0.650 �! 5 36.12 0.0482 0.0 17,500 0.844 Vel= 5.69 0.0 36.12 16.223 K Factor= 8.97 *NEW PATH E 68 -15.08 1.61 0.0 5.330 14.729 to 120.0 0.0 0.0 0.0 69 -15.08 -0.0096 0.0 5.330 -0.051 Vel= 2.38 69 21.45 1.61 0.0 9.670 14.678 K Factor=5.60 to 120.0 0.0 0.0 0.0 70 6.37 0.0020 0.0 9.670 0.019 Vel= 1.00 70 21.47 1.61 T 8.0 48.010 14.697 K Factor=5.60 to 120.0 0.0 8.000 0.0 71 27.84 0.0298 0.0 56.010 1.668 Vel= 4.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations- Hazen-Williams t Canco Fire Sprinkler Services Page 11 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 EHyd. Qa Dia. Fitt ing Pipe Pt Pt I Ref. "C" or Ftng's Pe Pv ****¢** Notes l Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 71 0.0 1.61 T 8.0 1.500 16.365 to 120.0 0.0 8.000 0.650 35 27.84 0.0298 0.0 9.500 0.283 Vel= 4.39 �. 0.0 27.84 17.298 K Factor= 6.69 I *NEW PATH 6 13.65 1.61 3T 24.0 64.510 16.579 to 120.0 0.0 24.000 -0.650 72• 13.65 0.0080 0.0 88.510 0.706 Vel= 2.15 72 0.0 1.61 T 8.0 1.500 16.635 to 120.0 0.0 8.000 0.650 36 13.65 0.0080 0.0 9.500 0.076 Vel= 2.15 0.0 13.65 17.361 K Factor= 3.28 *NEW PATH 7 14.16 1.61 3T 24.0 110.950 16.894 to 120.0 0.0 24.000 -0.650 73 14.16 0.0085 0.0 134.950 1.152 Vet= 2.23 73 0.0 1.61 T 8.0 1.500 17.396 to 120.0 0.0 8.000 0.650 37 14.16 0.0085 0.0 9.500 0.081 Vel= 2.23 0.0 14.16 18.127 K Factor= 3.33 *NEW PATH 8 12.94 1.61 3T 24.0 110.960 17.168 to 120.0 0.0 24.000 -0.650 74 12.94 0.0072 0.0 .134.950 0.974 Vel= 2.04 74 0.0 1.61 T 8.0 1.500 17.492 to 120.0 0.0 8.000 0.650 38 12.94 0.0072 0.0 9.500 0.068 Vel= 2.04 0.0 12.94 18.210 K Factor= 3.03 r *NEW PATH 9 11.94 1.61 3T 24.0 110.950 17.406 to 120.0 0.0 24.000 -0.650 75 11.94 0.0062 0.0 134.950 0.840 Vel= 1.88 75 0.0 1.61 T 8.0 1.500 17.596 to 120.0 0.0 8.000 0.660 39 11.94 0.0062 0.0 9.500 0.059 Vel= 1.88 0.0 11.94 18.305 K Factor= 2.79 *NEW PATH 10 11.18 1.61 3T 24.0 110.950 17.614 to 120.0 0.0 24.000 -0.660 76 11.18 0.0056 0.0 134.950 0.744 Vel= 1.76 76 0.0 1.61 T 8.0 1.500 17.708 to 120.0 0.0 8.000 0.650 40 11.18 0.0055 0.0 9.500 0.052 Vel= 1.76 Computer Programs by Hydratec Inc. Route ill Windham N.H. USA 03087 5 t/� Final Calculations - Hazen-Williams Canco Fire Sprinkler Services Page 12 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 r Hyd. Qa Dia. Fitting Pipe Pt Pt Ref, flat or Ftng's Pe Pv *¢¢**** Notes **** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn F f 0.0 11.18 18.410 K Factor= 2.61 1 *NEW PATH I 11 10.67 1.61 3T 24.0 110.950 17.796 } to 120.0 0.0 24.000 -0.650 . 77 10.67 0.0051 0.0 134.950 0.682 Vel= 1.68 j' 77 0.0 1.61 T 8.0 1.500 17.827 to 120.0 0.0 8.000 0.650 41 10.67 0.0051 0.0 9.500 0.048 Vel= 1.68 E 0.0 r 10.67 18.525 - K Factor= 2.48 NEW PATH f- 12 10.42 1.61 3T 24.0 110.950 17.952 to 120.0 0.0 24.000 -0.650 78 10.42 0.0048 0.0 134.950 0.652 Vel= 1.64 78 0.0 1.61 T 8.0 1.500 17.954 to 120.0 0.0 8.000 0.650 42 10.42 0.0048 0.0 9.500 0.046 Vel= 1.64 0.0 10.42 18.660 K Factor= 2.41 *NEW PATH 13 10.42 1.61 3T 24.0 110.950 18.087 to 120.0 0.0 24.000 -0.650 79 10.42 0.0048 0.0 134.950 0.653 Vel= 1.64 79 0.0 1,61 T 8.0 1.500 18.090 to 120.0 0.0 8.000 0.650 43 10.42 0.0047 0.0 9.500 0.045 Vet= 1.64 0.0 10.42 18.785 K Factor= 2.40 *NEW PATH 14 10.67 1,61 3T 24.0 110.950 18.201 to 120.0 0.0 24.000 -0.650 I 80 10.67 0.0051 0.0 134.950 0.683 Vet= 1.68 80 0.0 1.61 T 8.0 1.600 18.234 to 120.0 0.0 8.000 0.650 44 10.67 0.0049 0.0 9.500 0.047 Vet= 1.68 it 0.0 10.67 18.931 K Factor= 2.45 *NEW PATH 15 . '11.15 1.61 3T 24.0 110,950 18.297 to; ° 120.0 0.0 24.000 -0.650 81 11.16 0,0055 0.0 134.950 0.740 Vet= 1.76 81 0.0 1.61 T 8.0 1.500 18.387 to 120.0 0.0 8.000 0.650 45 11.15 0.0055 0.0 9.500 0.052 Vet= 1,76 0.0 11.15 19.089 K Factor= 2.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 x Hazen-Williams Final Calculations- i Canco Fire Sprinkler Services Page 13 I Cape Gun Works Existing'Fire Sprinklers 1st Floor Date 2/1116 Hyd. Qa, Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn i *NEW PATH 16 11.84 1.61 3T 24.0 110,950 18.374 to 120.0 0.0 24.000 -0.650 ;`. 82 11.84 0.0061 0.0 134.950 0.826 Vel; 1.87 82 0.0 1.61 T 8.0 1.500 18.550 I. to 120.0 0.0 8.000 0.650 46 11.84 0.0061 0.0 9.500 0.058 Vel= 1.87 0.0 s 11.84 19.258 K Factor= 2.70 *NEW PATH i 19 12.93 1.61 3T 24.0 80.610 18.609 to 120.0 Oro 24.000 -0.650 83 12.93 0.0072 0.0 104.610 0.754 Vel= 2.04 83 0.0 1.61 T 8.0 1.500 18.713 to 120.0 0.0 8.000 0.650 I 47 12.93 0.0072 0.0 9.500 0.068 Vel= 2.04 0.0 12.93 19.431 K Factor= 2.93 *NEW PATH i. 20 14.20 1.61 3T 24.0 80.610 18.652 to 120.0 0.0 24.000 -0.650 84 14.2 0.0086 0.0 104.610 0.896 Vel= 2.24 84 0.0 1.61 T 8.0 1.500 18.898 to 120.0 0.0 8.000 0.650 48 14.2 0.0085 0.0 9.500 0.081 Vel= 2.24 0.0 14.20 19.629 K Factor= 3.21 *NEW PATH 21 15.61 1.61 3T 24.0 80.610 18.679 to 120.0 0.0 24.000 -0.650 is 85 15.61 0.0102 0.0 104.610 1.069 Vel= 2.46 85 0.0 1.61 T 8.0 1.500 19.098 to 120.0 0.0 8.000 0.650 49 15.61 0.0102 0.0 9.500 0.097 Vel= 2.46 0.0 15.61 19.845 K Factor= 3.50 r *NEW PATH 22 17.15' 1.61 3T 24.0 80.610 18.693 to 120.0 0.0 24.000 -0.650 '86 17.15 0.0122 0.0 104.610 1.272 Vel 2.70 86 0.0 1.61 T 8.0 1.500 19.315 to 120.0 0.0 8.000 0.650 50 ' 17.15 0.0121 0.0 9.500 0.115 Vel= 2.70 r a, 0.0 17.15 20.080 K Factor= 3.83 9 e Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 _ . _ Fire Protection by Computer Design 9f Mgs��y moo? yp�lY P G/►PllfO v FIRE $ON w Canco Fire Sprinkler Services ` 352 Main Street Q s 0 West Yarmouth, MA 02673 508-775-2082 Job Name Cape Gun Works Existing Fire Sprinklers 1st Floor Drawing 1 Location 96 Airport Rd., Hyannis, MA Remote Area 1 Contract Data File Existing Fire Sprinklers 1 st Floor Area 1.WXF Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 i :k `j Canco Fire Sprinkler Services Page 1 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 HYDRAULIC CALCULATIONS for Project name: Cape Gun Works Existing Fire Sprinklers 1st Floor Location: 96 Airport Rd., Hyannis, MA Drawing no: 1 Date: 2/1/16 Design Remote area number. 1 Remote area location: Bullet Trap Area Occupancy classification: Ordinary Hazard 11 Density: 0.2-Gpm/SgFt Area of application: 1500-SgFt Coverage per sprinkler: 86.94-SgFt Type of sprinklers calculated. K 5.6 Uproght No. of sprinklers calculated. 18 In-rack demand: NA-GPM Hose streams: 250-GPM Total water required(including hose streams): 622.464-GPM @ 36.6993- Psi Type of system: Wet Grid Volume of dry or preaction system: -Gal Water supply information Date: 2/1/16 Location: Airport Rd Source: Canco Fire Sprinkler Name of contractor: PYROTECH Consultants, Inc. Address: 2 Washington Circle/Suite#5/Sandwich, MA 02563 Phone number: 508-888-5808 Name of designer. AP Caputo Authority having jurisdiction: Barnstable Bldg. & Hyannis FD Notes:(Include peaking information orgridded systems here.) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 vvaier ouppry curve V - C, Canco Fire Sprinkler Services page 2 r Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 City Water Supply: Demand: C1 -Static Pressure : 68 D1 - Elevation 8.879 C2- Residual Pressure: 58 D2-.System Flow : 372.464 C2 - Residual Flow 1130 D2 -System Pressure 36.699 Hose ( Demand ) : 250 D3-System Demand : 622.464 Safety Margin 27.982 150 140 130 P 120 R 110 E 100 S 90 S 80 U 70 C1 R 60 C2 E 50 40 30 p 20 10 D1 200 400 600 800 1000 1200 1400 1600 1800 FLOW( N " 1.85) Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 r-inmgs usea oummary Canco Fire Sprinkler Services Page 3 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 Fitting Legend Abbrev. Name '/ '/. 1 1% 11/ 2 21/ 3 31/ 4 5 6 8 10 12 14 16 18 20 24 E NFPA 13 90'Standard Elbow 1 2 2 3 4 5 6 7 8 10 12 14 18 22 27 35 40 45 50 61 G NFPA 13 Gate Valve 0 0 0 0 0 1 1 1 1 2 2 3 4 5 6 7 8 10 11 13 T NFPA 13 90'Flow thru Tee 3 4 5 6 8 10 12 15 17 20 25 30 35 50 60 71 81 91 101 121 I Units Summary Diameter Units Inches Length Units Feet Flow Units US Gallons per Minute Pressure Units Pounds per Square Inch Note: Fitting Legend provides equivalent pipe lengths for fittings types of various diameters. Equivalent lengths shown are standard for actual diameters of Sched 40 pipe and CFactors of 120 except as noted with *. The fittings marked with a *show equivalent lengths values supplied by manufacturers based on specific pipe diameters and CFactors and they require no adjustment. All values for fittings not marked with a*will be adjusted in the calculation for CFactors of other than 120 and diameters other than Sched 40 per NFPA. Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 f Pressure / Flow Summary - STANDARD Canco Fire Sprinkler Services Page 4 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Reg. 1 20.5 5.6 12.76 na 20.0 0.2 86.94 12.75511 2 20.5 13.32 na 3 19.0 15.85 na 4 19.0 15.97 na 5 19.0 16.22 na 6 19.0 16.58 na 7 19.0 16.89 na . 8 19.0 17.17 na 9 19.0 17.41 na 10 19.0 17.61 na 11 19.0 17.79 na 12 19.0 17.95 na 13 19.0 18.09 na 14 19.0 18.2 na 15 19.0 18.3 na 16 19.0 18.37 na 17 19.0 18.44 na 18 19.0 18.5 na 19 19.0 18.61 na 20 19.0 18.65 na 21 19.0 18.68 na 22 19.0 18.69 na 23 19.0 18.7 na 24 20.5 19.55 na 25 19.0 20.34 na 26 19.0 20.83 na 27 -3.5 38.19 na TEST 0.0 36.7 na 250.0 28 20.5 5.6 13.07 na 20.24 0.2 86.94 12.75511 29 20.5 5.6 12.97 na 20.17 0.2 86.94 12.75511 30 20.5 5.6 12.98 na 20.18 0.2 86.94 12.75511 31 20.5 5.6 13.21 na 20.36 0.2 86.94 12.75511 32 20.5 15.89 na 33 19.0 17.23 na 34 19.0 17.25 na 35 19.0 17.3 na 36 19.0 17.36 na 37 19.0 18.13 na 38 19.0 18.21 na 39 19.0 18.3 na 40 19.0 18.41 na 41 19.0 18.52 na 42 19.0 18.65 na 43 19.0 18.79 na 44 19.0 18.93 na 45 19.0 19.09 na 46 19.0 19.26 na 47 19.0 19.43 na 48 19.0 19.63 na 49 19.0 19.84 na 50 19.0 20.08 na 51 19.0 15.82 na 52 17.5 14.81 na 53 17.5 5.6 14.51 na 21.33 0.2 86.94 12.75511 54 17.5 5.6 14.39 na 21.24 0.2 86.94 12.75511 55 17.5 5.6 14.4 na 21.25 0.2 86.94 12.75511 56 17.5 5.6 14.64 na 21.42 0.2 86.94 12.75511 57 17.5 17.45 na 58 19.0 17.23 na 59 ' 20.5 5.6 12.84 na 20.06 0.2 86.94 12.75511 60 20.5 13.4 na 61 20.5 5.6 13.14 na 20.3 0.2 86.94 12.75511 62 20.5 5.6 13.04 na 20.22 0.2 86.94 12.75511 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Flow Summary - Standard Canco Fire Sprinkler Services Page 5 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 Node Elevation K-Fact Pt Pn Flow Density Area Press No. Actual Actual Req. 63 20.5 5.6 13.05 na 20.23 0.2 86.94 12.75511 64 20.5 5.6 13.28 na 20.4 0.2 86.94 12.75511 65 20.5 15.92 na 66 17.5 5.6 14.19 na 21.09 0.2 86.94 12.75511 67 20.5 5.6 14.11 na 21.04 0.2 86.94 12.75511 68 20.5 14.73 na 69 20.5 5.6 14.68 na 21.45 0.2 86.94 12.75511 70 20.5 5.6 14.7 na 21.47 0.2 86.94 12.75511 71 20.5 16.37 na 72 20.5 16.64 na 73 20.5 17.4 na 74 20.5 17.49 na 75 20.5 17.6 na 76 20.5 17.71 na 77 20.5 17.83 na 78 20.5 17.95 na 79 20.5 18.09 na 80 20.5 18.23 na 81 20.5 18.39 na 82 20.5 18.55 na 83 20.5 18.71 na 84 20.5 18.9 na 85 20.5 19.1 na 86 20.5 19.32 na The maximum velocity is 9.44 and it occurs in the pipe between nodes 51 and 52 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams - 2007 Canco Fire Sprinkler Services Page 6 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn *EQUIVALENT KS *REMOTE HEAD TO SUPPLY 1 20.00 1.049 0.0 4.330 12.755 K Factor= 5.60 to 120.0 0.0 0.0 0.0 2 20.0 0.1303 0.0 4.330 0.564 Vel= 7.42 2 35.75 1.61 2T 16.0 1.500 13.319 to 120.0 0.0 16.000 0.650 3 55.75 0.1076 0.0 17.500 1.883 Vel = 8.79 3 59.88 3.26 0.0 9.000 15.852 to 120.0 0.0 0.0 0.0 4 115.63 0.0133 0.0 9.000 0.120 Vel = 4.44 4 56.34 3.26 0.0 9.000 15.972 to 120.0 0.0 0.0 0.0 5 171.97 0.0279 0.0 9.000 0.251 Vel = 6.61 5 36.12 3.26 0.0 9.000 16.223 to 120.0 0.0 0.0 0.0 6 208.09 0.0396 0.0 9.000 0.356 Vel= 8.00 6 -13.66 3.26 0.0 9.000 16.579 to 120.0 0.0 0.0 0.0 7 194.43 0.0350 0.0 9.000 0.315 Vel= 7.47 7 -14.16 3.26 0.0 9.000 16.894 to 120.0 0.0 0.0 0.0 8 180.27 0.0304 0.0 9.000 0.274 Vel = 6.93 8 -12.94 3.26 0.0 9.000 17.168 to 120.0 0.0 0.0 0.0 9 167.33 0.0264 0.0 9.000 0.238 Vel= 6.43 9 -11.94 3.26 0.0 9.000 17.406 to 120.0 0.0 0.0 0.0 10 155.39 0.0231 0.0 9.000 0.208 Vel = 5.97 10 -11.19 3.26 0.0 9.000 17.614 to 120.0 0.0 0.0 0.0 11 144.2 0.0201 0.0 9.000 0.181 Vel = 5.54 11 -10.67 3.26 0.0 9.000 17.795 to 120.0 0.0 0.0 0.0 12 133.53 0.0174 0.0 9.000 0.157 Vel = 5.13 12 -10.41 3.26 0.0 9.000 17.952 to 120.0 0.0 0.0 0.0 13 123.12 0.0150 0.0 9.000 0.135 Vel= 4.73 13 -10.42 3.26 0.0 9.000 18.087 to 120.0 0.0 .0.0 0.0 14. 112.7 0.0127 0.0 9.000 0.114 Vel= 4.33 14 -10.68 3.26 0.0 9.000 18.201 to 120.0 0.0 0.0 0.0 .15 102.02 0.0107 0.0 9.000 0.096 Vel= 3.92 15 -11.15 3.26 0.0 9.000 18.297 to 120.0 0.0 0.0 0.0 16 90.87 0.0086 0.0 9.000 0.077 Vel = 3.49 16 -11.83 3.26 E 9.408 1.170 18.374 . to 120.0 0.0 9.408 0.0 17 79.04 0.0066 0.0 10.578 0.070 Vel = 3.04 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Firlal Calculations - Hazen-Williams �J Canco Fire Sprinkler Services Page 7 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 17 0.0 4.26 0.0 30.330 18.444 to 120.0 0.0 0.0 0.0 18 79.04 0.0018 0.0 30.330 0.054 Vel= 1.78 18 0.0 3.26 E 9.408 7.330 18.498 to 120.0 0.0 9.408 0.0 19 79.04 0.0066 0.0 16.738 0.111 Vel= 3.04 19 -12.93 3.26 0.0 9.000 18.609 to 120.0 0.0 0.0 0.0 20 66.11 0.0048 0.0 9.000 0.043 Vel= 2.54 20 -14.20 3.26 0.0 9.000 18.652 to 120.0 0.0 0.0 . 0.0 21 51.91 0.0030 0.0 9.000 0.027 Vel = 2.00 21 -15.61 3.26 0.0 9.000 18.679 to 120.0 0.0 0.0 0.0 22 36.3 0.0016 0.0 9.000 0.014 Vel = 1.40 22 -17.15 3.26 0.0 9.000 18.693 to 120.0 0.0 0.0 0.0 23 19.15 0.0004 0.0 9.000 0.004 Vel = 0.74 23 0.0 1.61 2T 16.0 80.61,0 18.697 to 120.0 E 4.0 20.000 -0.650 24 19.15 0.0149 0.0 100.610 1.500 Vel= 3.02 24 0.0 1.61 T 8.0 1.500 19.547 to 120.0 0.0 8.000. 0.650 25 19.15 0.0148 0.0 9.500 0.141 Vel = 102 25 353.31 4.26 E 13.167 2.500 20.338 to 120.0 0.0 13.167 0.0 26 372.46 0.0317 0.0 15.667 0.496 Vel = 8.38 26 0.0 6.357 5E 88.014 40.250 20.834 to 120.0 2G 7.544 95.558 16.745 **Fixed Loss= 7 27 372.46 0.0045 0.0 135.808 0.611 Vel = 3.76 27 0.0 8.249 0.0 20.000 38.190 to 120.0 0.0 0.0 -1.516 TEST 372.46 0.0012 0.0 20.000 0.025 Vel = 2.24 250.00 Qa= 250.00 622.46 36.699 K Factor= 102.75 *NEW PATH 2 -35.75 1.61 0.0 5.330 13.319 to 120.0 0.0 0.0 0.0 28 -35.75 -0.0475 0.0 5.330 -0.253 Vel= 5.63 28 20.24 1.61 0.0 9.670 13.066 K Factor=5.60 to 120.0 0.0 0.0 0.0 29 A 5.51 0.0100 0.0 9.670 -0.097 Vel = 2.44 29 20.17 1.61 0.0 9.670 12.969 K Factor=5.60 to 120.0 0.0 0.0 0.0 30 4.66 0.0010 0.0 9.670 0.010 Vel= 0.73 30 20.18 1.61 0.0, 9.670 12.979 K Factor=5.60 to 120.0 0.0 0.0 0.0 31 24.84 0.0242 0.0 9.670 0.234 Vel = 3.91 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 FiMal Calculations - Hazen-Williams o 1 Canco Fire Sprinkler Services Page 8 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 31 20.35 1.61 T 8.0 28.670 13.213 K Factor= 5.60 to 120.0 0.0 8.000 0.0 32 45.19 0.0730 0.0 36.670 2.676 Vel= 7.12 32 0.0 1.61 T 8.0 1.500 15.889 to 120.0 0.0 8.000 0.650 33 45.19 0.0729 0.0 9.500 0.693 Vel= 7.12 33 46.46 4.26 0.0 9.000 17.232 to 120.0 0.0 0.0 0.0 34 91.65 0.0024 0.0 9.000 0.022 Vel= 2.06 . 34 44.89 4.26 0.0 9.000 17.254 to 120.0 0.0 0.0 0.0 35 136.54 0.0049 0.0 9.000 0.044 Vel = 3.07 35 27.84 4.26 0.0 9.000 17.298 to 120.0 0.0 0.0 0.0 36 164.38 0.0070 0.0 9.000 0.063 Vel = 3.70 36 13.65 4.26 E 13.167 55.420 17.361 to 120.0 T 26.334 39.501 0.0 37 178.03 0.0081 0.0 94.021 0.766 Vel = 4.01 37 14.17 4.26 0.0 9.000 18.127 to 120.0 0.0 0.0 0.0 38 192.2 0.0092 0.0 9.000 0.083 Vel = 4.33 38 12.94 4.26 .0.0 9.000 18.210 to 120.0 0.0 0.0 0.0 39 205.14 0.0106 0.0 9.000 0.095 Vel= 4.62 39 11.94 4.26 0.0 9.000 18.305 to 120.0 0.0 0.0 0.0 40 217.08 0.0117 0.0 9.000 0.105 Vel= 4.89 40 11.18 4.26 0.0 9.000 18.410 to 120.0 0.0 0.0 0.0 41 228.26 0.0128 0.0 9.000 0.115 Vel= 5.14 41 10.67 4.26 0.0 9.000 18.525 to 120.0 0.0 0.0 0.0 42 238.93 0.0139 0.0 9.000 0.125 Vel = 5.38 42 10.42 4.26 0.0 9.000 18.650 to 120.0 0.0 0.0 0.0 43 249.35 0.0150 0.0 9.000 0.135 Vel = 5.61 43 10.42 4.26 0.0 9.000 18.785 to 120.0 0.0 0.0 0.0 44 259.77 0.0162 0.0 9.000 0.146 Vel = 5.85 44 10.67 4.26 0.0 9.000 18.931 to t 120.0 0.0 0.0 0.0 45 270.44 0.0176 0.0 9.000 0.158 Vel = 6.09 45 11.15 4.26 0.0 9.000 19.089 to 120.0 0.0 0.0 0.0 46 281.59 0.0188 0.0 9.000 0.169 Vel = 6.34 46 11.84 4.26 0.0 8.500 19.258 to 120.0 0.0 0.0 0.0 47 293.43 0.0204 0.0 8.600 0.173 Vel = 6.61 47 12.93 4.26 0.0 9.000 19.431 to 120.0 0.0 0.0 0.0 48 306.36 0.0220 0.0 9.000 0.198 Vel = 6.90 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 f Firial Calculations - Hazen-Williams Canco Fire Sprinkler Services Page 9 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 48 14.19 4.26 0.0 9;000 19.629 to 120.0 0.0 0.0,. 0.0 49 320.55 0.0240 0.0 9.6 0 0.216 Vel = 7.22 49 15.62 4.26 0.0 9:000 19.845 to 120.0 0.0 0.0" 0.0 50 336.17 0.0261 0.0 9.000 0.235 Vel= 7.57 50 17.15 4.26 0.0 9.000 20.080 to 120.0 0.0 0.0 0.0 25 353.32 0.0287 0.0 9.000 0.258 Vel= 7.95 0.0 353.32 20.338 K Factor= 78.35 *NEW PATH 3 -59.88 3.26 0.0 9.000 15.852 to 120.0 0.0 0.0 0.0 51 -59.88 -0.0040 0.0 9.000 -0.036 Vel = 2.30 51 0.0 1.61 E 4.0 1.500 15.816 to 120.0 T 8.0 12.000 0.650 52 -59.88 -0.1229 0.0 13.500 -1.659 Vel = 9.44 52 21.09 1.61 0.0 5.330 14.807 to 120.0 0.0 0.0 0.0 53 -38.79 -0.0550 0.0 5.330 -0.293 Vel = 6.11 53 21.33 1.61 0.0 9.670 14.514 K Factor= 5.60 to 120.0 0.0 0.10 0.0 54 -17.46 -0.0126 0.0 9.670 -0.122 Vel= 2.75 54 21.25 1.61 0.0 9.670 14.392 K Factor=5.60 to 120.0 0.0 0.0 0.0 55 3.79 0.0008 0.0 9.670 0.008 Vel= 0.60 55 21.25 1.61 0.0 9.670 14.400 K Factor=5.60 to 120.0 0.0 0.0 0.0 56 25.04 0.0244 0.0 9.670 0.236 Vel = 3.95 56 21.42 1.61 T 8.0 28.670 14.636 K Factor= 5.60 to 120.0 0.0 8.000 0.0 57 46.46 0.0768 0.0 36.670 2.817 Vel = 7.32 57 0.0 1.61 E 4.0 1.500 17.453 to 120.0 0.0 4.000 -0.650 58 46.46 0.0769 0.0 5.500 0.423 Vel = 7.32 58 0.0 4.26 0.0 9.000 17.226 to 120.0 0.0 0.0 0.0 33 46.46 0.0007 0.0 9.000 0.006 Vel = 1.05 -0.0 46.46 17.232 K Factor= 11.19 *NEW PATH 59 20.06 1.049 0.0 4.330 12.835 K Factor=5.60 to 120.0 0.0 0.0 0.0 60 20.06 0.1309 0.0 4.330 0.567 Vel= 7.45 60 36.27 1.61 2T 16.0 1.500 13.402 to 120.0 0.0 16.000 0.650 4 56.33 0.1097 0.0 17.500 1.920 Vel= 8.88 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams 'Canco Fire Sprinkler Services Page 10 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 56.33 15.972 K Factor= 14.09 *NEW PATH 60 -36.27 1.61 0.0 5.i 13.402 to 120.0 0.0 0.0 0.0 61 -36.27 -0.0486 0.0 5.330 -0.259 Vel= 5.72 61 20.30 1.61 0.0 9.670 13.143 K Factor=5.60 to 120.0 0.0 0.0 - 0.0 62 -15.97 -0.0107 0.0 9.670 -0.103 Vel= 2.52 62 20.22 1.61 0.0 9.670 13.040 K Factor= 5.60 to 120.0 0.0 0.0 0.0 63 4.25 0.0009 0.0 9.670 0.009 Vel= 0.67 63 20.23 1.61 0.0 9.670 13.049 K Factor=5.60 to 120.0 0.0 0.0 0.0 64 24.48 0.0235 0.0 9.670 0.227 Vel = 3.86 64 20.41 1.61 T 8.0 28.670 13.276 K Factor=5.60 to 120.0 0.0 • 8.000 0.0 65 44.89 0.0721 0.0 36.670 2.643 Vel = 7.07 65 0.0 1.61 T 8.0 1.500 15.919 to 120.0 0.0 8.000 0.650 34 44.89 0.0721 0.0 9.500 0.685 Vel = 7.07 0.0 44.89 17.254 K Factor= 10.81 *NEW PATH 66 21.09 1.049 0.0 4.330 14.185 K Factor= 5.60 to 120.0 0.0 0.0 0.0 52 21.09 0.1436 0.0 4.330 0.622 Vel= 7.83 - 0.0 21.09 14.807 K Factor= 5.48 *NEW PATH 67 21.04 1.049 0.0 4.330 14.111 K Factor=5.60 to 120.0 0.0 0.0 0.0 68 21.04 0.1427 0.0 4.330 0.618 Vel = 7.81 68 15.08 1.61 2T 16.0 1.500 14.729 to 120.0 0.0 16.000 0.650 5 36.12 0.0482 0.0 17.500 0.844 Vel = 5.69 0.0 36.12 16.223 K Factor= 8.97 *NEW PATH 68 " - -15.08 1.61 0.0 5.330 14.729 • to 120.0 0.0 0.0 0.0 69 -15.08 -0.0096 0.0 5.330 -0.051 Vel = 2.38 69 21.45 1.61 0.0 9.670 14.678 K Factor=5.60 to 120.0 0.0 0.0 0.0 70 6.37 0.0020 0.0 9.670 0.019 Vel = 1.00 70 21.47 1.61 T 8.0 48.010 14.697 K Factor=5.60 to 120.0 0.0 8.000 0.0 71 t 27.84 0.0298 0.0 56.010 1.668 Vel = 4.39 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams Canco Fire Sprinkler Services Page 11 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. licit or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn . 71 0.0 1.61 T 8.0 1.500 16.365 to 120.0 0.0 8.000 0.650 35 27.84 0.0298 0.0 9.500 0.283 Vel = 4.39 0.0 27.84 17.298 K Factor= .6.69 *NEW PATH 6 13.65 1:61 3T 24.0 64.51.0 16.579 to 120.0 0.0 24.Q00 -0.650 72 13.65 0.0080 0.0 88.510 0.706 Vel = 2.15 72 0.0 1.61 T 8.0 1.500 16.635 to 120.0 0.0 8.000 0.650 36 13.65 0.0080 0.0 9.500 0.076 Vel = 2.15 0.0 13.65 17.361 K Factor= 3.28 *NEW PATH 7 14.16 1.61 3T 24.0 110.950 16.894 to 120.0 0.0 24.000 -0.650 73 14.16 0.0085 0.0 134.950 1.152 Vel= 2.23 73 0.0 1.61 T 8.0 1.500 17.396 to 120.0 0.0 8.000 0.650 37 14.16 0.0085 0.0 9.500 0.081 Vel = 2.23 0.0 14.16 18.127 K Factor= 3.33 *NEW PATH 8 12.94 1.61 3T 24.0 110.950 17.168 to 120.0 0.0 24.000 -0.650 74 12.94 0.0072 0.0 134.950 0.974 Vel = 2.04 74 0.0 1.61 T 8.0 1.500 17.492 to 120.0 0.0 8.000 0.650 38 12.94 0.0072 0.0 9.500 0.068 Vel = 2.04 0.0 12.94 18.210 K Factor= 3.03 *NEW PATH 9 11.94 1.61 3T 24.0 110.950 17.406 to 120.0 0.0 24.000 -0.650 75 11.94 0.0062 0.0 134.950 0.840 Vel = 1.88 75 0.0 1.61 T 8.0 1.500 17.596 to 120.0 0.0 8.000 0.650 39 11.94 0.0062 0.0 9.500 0.059 Vel= 1.88 0.0 11.94 18.305 K Factor= 2.79 *NEW PATH 10 11.18 1.61 3T 24.0 110.950 17.614 to 120.0 0.0 24.000 -0.650 76 11.18 0.0055 0.0 134.950 0.744 Vel= 1.76 76 0.0 1.61 T 8.0 1.500 17.708 to 120.0 0.0 8.000 0.650 40 11.18 0.0055 0.0 9.500 0.052 Vel= 1.76 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams " Canco Fire Sprinkler Services Page 12 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. Ln. Total Pf Pn 0.0 11.18 18.410 K Factor= 2.61 *NEW PATH 11 10.67 1.61 3T 24.0 110.950 17.795 to 120.0 0.0 24.000 -0.650 77 10.67 0.0051 0.0 134.950 0.682 Vel= 1.68 77 0.0 1.61 T 8.0 1.500 17.827 to 120.0 0.0 8.000 0.650 41 10.67 0.0051 0.0 9.500 0.048 Vel= 1.68 0.0 10.67 18.525 K Factor= 2.48 *NEW PATH 12 10.42 1.61 3T 24.0 110.950 17.952 to 120.0 0.0 24.000 -0.650 78 10.42 0.0048 0.0 134.950 0.652 Vel = 1.64 78 0.0 1.61 T 8.0 1.500 17.954 to 120.0 0.0 8.000 0.650 42 10.42 0.0048 0.0 9.500 0.046 Vel = 1.64 0.0 10.42 18.650 K Factor= 2.41 *NEW PATH 13 10.42 1.61 3T 24.0 110.950 18.087 to 120.0 0.0 24.000 -0.650 79 10.42 0.0048 0.0 134.950 0.653 Vel= 1.64 79 0.0 1.61 T 8.0 1.500 18.090 to 120.0 0.0 8.000 0.650 43 10.42 0.0047 0.0 9.500 0.045 Vel = 1.64 0.0 10.42 18.785 K Factor= 2.40 *NEW PATH 14 10.67 1.61 3T 24.0 110.950 18.201 to 120.0 0.0 24.000 -0.650 80 10.67 0.0051 0.0 134.950 0.683 Vel = 1.68 80 0.0 1.61 T 8.0 1.500 18.234 to 120.0 0.0 8.000 0.650 44 10.67 0.0049 0.0 9.500 0.047 Vel= 1.68 0.0 10.67 18.931 K Factor= 2.45 *NEW PATH 15 11.15 1.61 3T 24.0 110.950 18.297 to 120.0 0.0 24.000 -0.650 81 _ 11.15 0.0055 0.0 134.950 0.740 Vel = 1.76 81 0.0 1.61 T 8.0 1.500 18.387 to 120.0 0.0 8.000 0.650 45 11.15 0.0055 0.0 9.500 0.052 Vel= 1.76 0.0 11.15 19.089 K Factor= 2.55 Computer Programs by Hydratec Inc. Route 111 Windham N.H. USA 03087 Final Calculations - Hazen-Williams w;;tCanco Fire Sprinkler Services Page 13 Cape Gun Works Existing Fire Sprinklers 1st Floor Date 2/1/16 Hyd. Qa Dia. Fitting Pipe Pt Pt Ref. "C" or Ftng's Pe Pv ******* Notes ****** Point Qt Pf/Ft Eqv. . Ln. Total Pf Pn *NEW PATH 16 11.84 1.61 3T 24.0 110.950 18.374 to 120.0 0.0 24.000 -0.650 82 11.84 0.0061 0.0 134.950 0.826 Vel= 1.87 82 0.0 1.61 T 8.0 1.500 18.550 to 120.0 0.0 8.000 0.650 46 11.84 0.0061 0.0 9.500 0.058 Vel = 1.87 0.0 11.84 19.258 K Factor= 2.70 *NEW PATH 19 12.93 1.61 3T 24.0 80.610 18.609 to 120.0 0.0 24.000 -0.650 83 12.93 0.0072 0.0 104.610 0.754 Vel = 2.04 83 0.0 1.61 T 8.0 1.500 18.713 to 120.0 0.0 8.000 0.650 47 12.93 0.0072 0.0 9.500 0.068 Vel = 2.04 0.0 12.93 19.431 K Factor= 2.93 *NEW PATH 20 14.20 1.61 3T 24.0 80.610 18.652 to 120.0 0.0 24.000 -0.650 84 14.2 0.0086 0.0 104.610 0.896 Vel = 2.24 84 0.0 1.61 T 8.0 1'.500 18.898 to 120.0 0.0 8.000 0.650 48 14.2 0.0085 0.0 9.500 0.081 Vel = 2.24 0.0 14.20 19.629 K Factor= 3.21 *NEW PATH 21 15.61 1.61 3T 24.0 80.610 18.679 to 120.0 0.0 24.000 -0.650 85 15.61 0.0102 0.0 104.610 1.069 Vel = 2.46 85 0.0 1.61 T 8.0 1.500 19.098 to 120.0 0.0 8.000 0.650 49 15.61 0.0102 0.0 9.500 0.097 Vel = 2.46 0.0 15.61 19.845 K Factor= 3.50 *NEW PATH 22 17.15 1.61 3T 24.0 80.610 18.693 to 120.0 0.0 24.000 -0.650 86 17.15 0.0122 0.0 104.610 1.272 Vel = 2.70 86 0.0 1.61 T 8.0 1.500 19.315 to 120.0 0.0 8.000 0.650 50 17.15 0.0121 0.0 9.500 0.115 Vel = 2.70 0.0 17.15 20.080 K Factor= 3.83 Computer Y Y Programs b H dratec Inc. Route 111 Windham N.H. USA 7 030 � = Prime Systems}llC. FIRE ALARM NARRATIVE Cape Gun Works Fire Alarm Systems Project Site: Cape Gun Works 96 Airport Road Hyannis, MA Systems Contractor: Bayside Electrical Contractors 380 Yarmouth Road Hyannis,MA 02601 (508) 771-7270 Prepared by: Prime Systems Inc. 96 Jefferson Boulevard Warwick,RI 02888 (401) 781-9200 Cape Gun Works Fire Alarm Submittal �a a .J6 Prime Systems Inc. General this is a commercial building of masonry construction. The building is currently protected by wet-pipe sprinkler system and a functional fire alarm system. It is the intent to install a new fully analog addressable fire alarm system consisting of the following: • 1 Main fire alarm control panel at the main entrance. • Pull stations at each means of egress • Smoke detectors at all common corridors and stair landings • Monitor modules for sprinkler flow and tamper switches • Horn-strobes along all common corridors and public areas. • An outdoor strobe for visual indication of building in alarm Equipment Addressable fire alarm system equipment shall be manufactured by Silent Knight, a division of Honeywell. The Farenhyt series control panel is submitted for approval. The system is comprised of a main FACP containing the SLC, digital communicator, and three supervised NAC circuits. All NAC circuits are calculated using the highest current rating of devices. All devices are OEM & UL listed for the control panel provided under this contract. Operational Sequence The activation of any automatic or manual alarm initiating device shall cause the following: 1. Sound the horns(temporal code) and flash the strobes until silenced. 2. Indicate the origin of alarm by device at the main control panel. 3. Activate the outdoor beacon on building of incident until silenced. 4. Activate HVAC shutdown on alarm. 5. Transmit signals to a central station as selected by owner. Activation of any control valve or low pressure switch shall cause a supervisory signal to sound at the FACP, indicate the specific device on the display, and transmit status to the central station. Supervisory signals shall be non-latching unless directed otherwise. Activation of the main sprinkler water flow shall also cause the exterior bell to sound for the duration of the water flow event. Cape Gun Works Fire Alarm Submittal i Configuration Project Information Project Name: Cape Gun Works Project ID: 96 Airport Rd Prepared By: Prime Systems Inc. Date: 1/28/2016 Ckt.`Number ,OGM-1/0#1' # z Panel'ID *IFP-1000.v A �� a Ckt Name Notification Appl Circuit �; I/O Use: Notification Appl Circuit { .ter s Qty f t Device Current Draw:Each Current Draw Total ,f Standby Alarm Standby '= Alarm 8 System Sensor P2/PC2 Horn/Strobe 30cd} FO 000. 116 w A000 ,: .` 0 928E, 's f} t:asp a , 2 System Sensor S/SC Strobe(15cd) 0 000: 0 066 O::000z AO`132 _ 1 System Sensor P2/PC2 Horn/Strobe 75cd) 0.000 .:0 176:,_. _ O:000. 0:,* Unused10.000� 0.000 ' 0 000 0 000 < 0000 0,. Totals 0.000 1.236 ;Ckt N6mber=PGM-1/0#2 PanerIb 11713-1000 `Name Aux Power Circwt v I/O Use: Aux Power Circuit ` - ' Current Dravr Each ' Current Draw Total Qtyf t- _ Device 'at P u r a ,.`�., i r'r4 w1 . ,,Yr cF. a �, , , , e s Standb Alarm.a, sStandb h,:� Alarm,t,. _ ., _. a _':a 11 System Sensor P2/PC2 Horn/Strobe 30cd) '0Y,OO X� b<0 1,16 gib'- 0 000 1`.276 2 System Sensor S/SC Strobe (15cd) 6,06 0 066 , O Q00 .01 32+ Unused 0 000 ' .: 0 000 •:_ ' �0:000, ,, 0.000 Unused ', 0 OOOs a ;0 000 _ 0000..y 0_ s- 0 000 r 0.000 Totals 0,000 1.408 Ckt Number.:PGM=1/O#3 k • '.,a s . r IFPPaneID =1000 Ckt Name `Aux Power Circuit i'' I/O Use: Aux Power Circuit _ r t t: r w t k T ,,., Current Draw Each " "4Current Draw Total1, : �. Qty`a a,Y Staridt & .Alarm .::,_ Standb 10 System Sensor P2/PC2 Horn/Strobe(15cd) 0 000 0 091 �0:000 '', 0 910 `` 0.000 _ , 0:000 :;Unused 0.000 0 Unused 0 OOO r .0 000 O:D00 a 0,000 ` Unused u..g,0 000;, `0 000.;,_ OQ00, : ''� 0 000 _ Totals'u -0.000 0.910 MConfiguration Project Information Project Name: Cape Gun Works Project ID: 96 Airport Rd Prepared By: Prime Systems Inc. Date: 1/28/2016 Ckt. Number:,PGM-1/O#4 _ } . Panel'ID IFF-1000 ` Ckt: Name: Notification Appl Circuit x _ ' fI/O User Notification Appl Circuit ; Current Draw Each".' Current 0 W Total ti Qty f, : Device >> �' Y 4. F r €_ : _ ":,Standb Alarm Standby ` Alar'm "x. . 4 ,: Unused j0 000 ."to 000' ,:, 0 000 ,' 0.000': Unused 0:000¢ ;0 00-6 0:000 •`j 0 000 Unused 0.000 ` 0.000 ; 0.000, :0.000' .: Unused -W 0.000 ` 0.000 Totals 0.000 l 0.000 Ckt. Number: PGM-I/O#5 `f � Panel ID IFP-1000 ..n ... - Ckt ;Name:_Notification Appl Circuit . 4 'f I/O Use: Notification Appl Circuit L kf Current Draw Each Current Draw Total Qty Device, r b ,. _�;,� ;Alarm a, Standby''' Alarm`�r Unused 0.000` UOO 7. .40.006�i. 0:000 wY' Unused 0.000 "0., W : 0:000 �0:000 Unused 0 0.00 0 000 0:000 0000, ; Unused �" 0 000, , 0 000 5 0:000 ;x0:0, 0 MOO Totals 0.000 0.000 -Ckt Number::'PGM-1%O#6 ' ` s r P, , Panef,ID IFP;.1000, ., J. Ckt;Name Notificatwn'`Appl Circuit E I/O Use:. Notification Appl Circuit • '' r Y " Current,Draw Each Current Draw Total ` Qty xf, Devices w "Standb `Alarm r�Sta'db Alar`in l, ] Unused 0. 000 �"0 000 O.O :0.000 Unused 0:000 • 1. } _; Unused 0. 000 '0.000 Unused , 0`000. Vbbo'_ 0!000 0 Q;00' Totals 0.000 0.000 y5.KN,I G I IT Circuit Configuration Project Information Project Name: Cape Gun Works Project ID: 96 Airport Rd Prepared By: Prime Systems Inc. Date: 1/28/2016 •Ckt. Number::PGM=ILO#1 ParieI lD IFP 1000, z s , `Name: Notification`Appl Circuit -p ; I/O Use: Notification Appl Circuit "Current Draw Each CurrentSDrawTotal QtY Device r , Standby ;Alarm Standb ��Ala m 8 System Sensor P2/PC2 Horn/Strobe(30cd) � 2 System Sensor S/SC Strobe(15cd) 0 000' 0 066 0000 0.132 1 System Sensor P2/PC2 Horn/Strobe(75cd) �0.000 _0 176_ S0 000. 0-1.7.6`: . Unused f': 0�000>', , 0 000 ; „ 0000 0:000 , +0..000 Totals 0.000 1.236 Ckt. Number:=PGM-I/O#2 °`Panel ID.,'IFP-1000 r Ckt Name:'Aux Power Circwt= 1/0 Use: Aux Power Circuit '=h' { Current Draw Each "'j - Current Draw Total ;Devicer� M �._ �, Standb* r 6 Alarm a Standb Alarm sg 11 System Sensor P2/PC2 Horn/Strobe(30cd) 6.666 . .if 16 !- t'�0 000 � = �1276 2 System Sensor S/SC Strobe(15cd) 04000: "7 0.066,` 0.000 :" ' 0:132 Unused 0 000; 0 000 0;000 . _ 0 000, Unused O.000, v ;r0 000} O 000-:t 0.000, .;_ 0=b00 Totals 0.000 1.408 :,Ckt lNumbe� `PGM ILO#3 ` ' t ` Sr n Panel ID IFP-1000 Ckt Name uAux Power Circuit ` ",$ r4 WJ # _ 1/O USe: Aux Power Circuit ;} 3 r d Current Draw -46h Current Draw�Total }Qtye n Device _ .# .<Standb ti�=Alarm Standb Alarm _ 10 System Sensor P2/PC2 Horn/Strobe (15cd) 0 000: 0 091 0:000 0.910 ,::. Unused 0.000 z 0., 00 .; 0.000, 0:000 V Unused `. 0 0004 0 000.._` �.0.060 --j O'000, Unused O'000 ' :0 000 y' Or000 Totals 0.000 0.910 Circuit Configuration Project Information Project Name: Cape Gun Works Project ID: 96 Airport Rd Prepared By: Prime Systems Inc. Date: 1/28/2016 Ckt. Number.'PGM-1/0#4 ' Panel`ID:,IFP,1000' Ckt. Name: Notification Appl Circuit '' 'r I/O 6 e': Notification Appl Circuit • �. g Current Draw Each Current Draw Total Qty Device r , °s :.Standby. : Alarm Standb Ala"rm . Unused 0 00.0 0.000. " _.0:000 0;000 Unused k0 0.00 .' 0 000 0.000 .` y 6.000' Unused a 0:000 .0.000 '= 0.000 '0.000 Unused 0:000 0 000,.' 'o 000 0'000 �0.000' Totals 0.000 0.000 Ckt. Number: PGM-1/0#5 r Panel ID• IFP-1000 • • - Ckt: Name::` '6kication Appl Circuit § 1/0 Use: Notification Appl Circuit ` Current Draw Each' "Current Draw Total,x'" Q. *•;.,: Device,° r ;. Stan`iib ,, Alarm k }Standby,: Alarm` Unused 0.000 .k 0.000 '�' i b.000 �0 OQO- Unused 0.000 0.000 0:000. 0:000 Unused 0000 ,0.000 0.000 ° ' y ,0:000 Unused ':. 0 000; 0.000I Totals 0.000 0.000 ',Ckt Number ;PGM-1/O#6 '- ry PaneI:.ID IFP-1000; K =" . C-kt,Name ;Notification Appl Circuit r � {' ' ` '' I/O Use: Notification Appl Circuit • , , . . r� � Current Draw:Each, ; Current Draw Total T, Qty Device , j ,: a .3 Starid'b �, `.AlarmStandb a Alarm Unused .r 0:000 0000 ,0:000 O000 .; Unused , 0.000,-, 0.000 0:000 0.000 Unused 0.000 -0000 ': 0,00.0 0 000 Unused ,0.000, b 000. 0.000�` 0.000 0:000' Totals 0.000 0.000 F SILENT a r e n h t KNIGHT y by Honeywell Addressable Fire Control Analog/Addressable Agency Listings Fire Alarm Control System MEA IFP-1000/IFP-1000HV �N's U� � 429-92-E �s ® APPROVED VOL. IX The IFP-1000 and IFP-1000HV are intelligent analog/addressable fire alarm control panels(FACPs).The basic IFP-1000 system has one signal line circuit(SLC)loop that supports up to seven 5815XL signal line circuit expanders.The IFP-1000HV offers the same functionality and features as the IFP-1000 but is configured for 240 VAC operation. IFP-1000/HV has six on-board FlexputTM circuits that can be , configured for auxiliary power, notification outputs,or for conventional smoke detector inputs(Class A or Class B).The FACP also has a built-in, dual-line digital fire communicator, Form C trouble relay, and two programmable Form C relays.The firmware has powerful features such as detector sensitivity, day/night thresholds,drift compensation, pre-trouble maintenance alert,and calibration trouble alert. IFP-1000/HV supports a variety of devices, including RA-1000 remote annunciator, 5824 serial/parallel printer interface module(for printing system reports),RPS-1000 intelligent power module,and Hochiki or Intelligent Device Protocol(IDP)devices. Features • Built-in support for up to 127 Hochiki devices or 99 IDP detectors and 99 IDP modules, expandable to 1016 Hochiki devices or 792 IFP-1000 IDP detectors and 792 IDP modules • Uses standard wire no shielded or twisted pair required 13 preset notification cadence patterns • Built-in UL listed digital communicator for remote reporting of system (including ANSI 3.41)and four user activity and system programming programmable patterns • Central station reporting by point or by zone Programmable to automatically display initial event first or display tally of system events • Supports Class B(Style and Class A(Style 6 or Style 7) Built-in synchronization for appliances from configuration for SLC,andd SBUS AMSECO,System Sensor@, Faraday, Gentex@, • Distributed, intelligent power and Wheelock@ • Sensor sensitivity settings,day/night sensitivity setting and automatic • Acknowledge function allows operator to keep drift compensation track of event status • FlexputTm 1/0 circuits configurable for auxiliary power, notification • Jumpstart@ auto-programming outputs,or conventional smoke detector inputs. Notification circuits can be configured as Class A(Style Z)or Class B (Style Y).2-and Modular design 4-wire smoke detectors can be configured as Class A(Style D)or • Nonvolatile event history stores up to 1000 Class B(Style B) events • Built-in annunciator with a backlit 80-character LCD display • 125 software zones and 250 output groups • RS-485 bus provides communication to system accessories • 6 amp power supply and maximum charging • Built-in RS-232 and USB interface for programming capacity of 35 amp hours(An additional • Upload or downloadprogramming, event histo or detector status cabinet enclosure is required for batteries in p , l , history, excess of 18 amp hours) onsite or from a remote location using a PC and 5650/5651 Silent Knight Software Suite(SKSS) • Programmable date setting for Daylight Saving •' Time Improvements in SKSS delivers five times faster upload/downloads • Plex-1 door option combines a dead front • Built-in Form C trouble relay rated at 2.5 amps at 27.4 VDC cabinet door with a clear window, limiting • Two built-in Form C programmable relays rated at 2.5 amps at 27.4 access to the panel while providing single VDC button operation of the reset and silence • Individual addressable devices can be tested functions SLC device locator can locate a single or multiple devices on a SLC loop P/N 350093 Rev L • System automatically tests addressable devices Copyright©2013 Honeywell International Inc. Installation Approvals The IFP-1000/HV can be surface or flush mounted. NFPA 13, NFPA 15, NFPA 16, NFPA 70, & Compatibility NFPA 72: Central Station; Remote Signalling; Local Protective Signalling Systems;Auxiliary Protected Premises The IFP SLC supports multiple device types of the Unit;&Water Deluge Releasing Service. Suitable for same protocol: l: automatic, manual,waterflow, sprinkler supervisory(DACT • IDP or Hochiki non-coded)signalling services. You cannot mix Hochiki and IDP devices on a FACP: Other Approvals: UL Listed; CSFM 7170-0559: 135; However, any combination of addressable devices of the MEA 429-92-E Vol. IX; FM Approved; OSHPD(CA)OSP- same protocol can be used on the IFP-1000/HV. 0065-10 Specifications Approved Releasing Solenoids Physical Manufacturer Part Number Rating Current Freq Flush Mount Dimensions: 14.5"W x 24.75"H x 3.9"D Asco T8210A107 24 VDC 3 A max 0 Hz (36.8 W x 62.9 H x 9.8 D cm) Asco 821OG207 24 VDC 3 A max 0 Hz Overall Dimensions: 16.2"W x 26.4"H x 4.2"D Ordering Information (40.6 W x 67 H x 11.8 D cm) IFP-1000 Intelligent Fire Alarm Control Panel. Weight:28 lbs. (12.8 kg) IFP-1000HV Intelligent Fire Alarm Control Panel. High Color: Red voltage(240 VAC). Environmental SBUS Accessories Operating Temperature:320F—120OF(0°C—49°C) RA-100 Remote Annunciator.Similar in operation and appearance to FACP Humidity: 10%—93%non-condensing annunciator. Gray. RA-10OR Remote Annunciator.Similar in Electrical appearance and operation to FACP IFP-1000 Primary AC: 120 VRMS @ 50/60 Hz,2.7A annunciator. Red. IFP-1000HV Primary AC:240 VRMS @ 50/60 Hz, 1.4A RA-1000 Remote Annunciator. Four line LCD Total Accessory Load:6A @ 27.4 VDC power-limited annunciator with 20 characters per line. 5815XL Signal Line Circuit(SLC)Expander. Standby Current:215 mA RPS-1000 Intelligent Power Module. Alarm Current: 385 mA 5496 Intelligent Power Module. Battery Charging Capacity:7 to 35 AH 5824 Serial/Parallel Printer Interface Module. Battery Size: 18 AH max.allowed in control panel cabinet. 5880 LED 1/0 Module. Larger capacity batteries can be housed in RBB accessory 5865-3&5865-4 LED Fire Annunciators. cabinet. 5883 Relay Interface Board. Flexput Circuits Hochiki and IDP Devices Six circuits that can be programmed individually as: See the specification sheets listed below for a complete listing of the Hochiki and IDP devices. Notification Circuits: 3A per circuit @ 27.4 VDC, power-limited Auxiliary Power Circuits:3A per circuit @ 27.4 VDC, power- 350360 Hochiki Devices Specification Sheet limited 350361 Intelligent Device Protocol Devices Initiation Circuit: 100 mA per circuit @ 27.4 VDC, power- Specification Sheet limited Miscellaneous Accessories Indicator Lights 5650/5651 Silent Knight Software Suite. Provides General Alarm(Red): Flashes when in alarm;solid when programming, upload/download, and alarm silenced event reporting. 5670 Silent Knight Software Suite. Provides Supervisory(Yellow):Flashes when a supervisory condition facility monitoring. exists; solid when supervisory silenced Plex-1 Door Accessory. Dead front cabinet door System Troubles(Yellow): Flashes when a trouble condition with clear window to limit access to exists;solid when trouble silenced panel. RBB Remote Battery Box Accessory Cabinet. System Silenced(Yellow): On when an alarm,trouble or Use if backup batteries are too large to supervisory condition has been silenced but not yet cleared fit into FACP cabinet. Dimensions: 16"W x 10"H x 6"D(406 mm W x 254 System Power(Green): Flashes for AC failure;solid when mm H x 152 mm D). power systems are normal SK-SCK Seismic Compliance Kit Telephone Requirements: FCC Part 15&Part 68 approved Jack: RJ31X(two required) SILENT This document is not intended to be used for installation purposes.We try to keep our KNIGHT product information up-to-date and accurate.We cannot cover all specific applications or anticipate all requirements.All specifications are subject to change without notice. For more information,contact Silent Knight 12 Clintonville Road,Northford,CT 06472- by Honeywell 1610 Phone:(800)328-0103,Fax:(203)484-7118.www.farenhyt.com Made in the U.S.A. DTK-HW Series Equipment Pane//Dedicated Circuit Surge Protective Device DITEK' Genera/Product Specifications DITEK's HW series of surge protectors are designed -- and manufactured to meet the exacting standards of _ - the life safety industry. These compact parallel mount surge protectors are widely used to protect fire alarm panels and other dedicated branch circuit loads. DTK-120HW DTK-120/240HW REVISED ' JA Product Features ; 3.43 m, Mar 26 2015 •Available for Popular 120V and 120/240V sy P • DTK-120HW approved for 20A circuit breakers • Diagnostic LED indicates ground presence, ®/ system power and SPD function • Weatherproof enclosure _ • Small footprint enables installation in a variety off locations •Available for popular 120V, and 120/240V systems ' • Complies with ANSI/IEEE C62.41 and C62.45 Specifications Category B standards Agency Approvals: UL 1449, 3rd Edition, cUL •Ten Year Limited Warranty IEEE Location Category: Category B — _� Protector Type: SPD Type 2 Protection Modes: L-G, L-N, N-G t, Response Time: <1 ns Temperature Range: -40°F— 1850F (-40°C—85°C) Maximum Humidity: 95% non-condensing Operating Frequency: OHz—400Hz �r 5 Dimensions: 2.93"x 2.83"x 1.68" (74.4mm x 71.9mm x 42.7mm) Connection: %" diameter threaded fitting f t Weight: .51b. (227g) Housing: ABS Model Peak UL 1449, 3rd Short Circuit UL1449, Selection: Service Wiring Surge MCOV Current 31d Ed. In DTK- Current Ed.V.P.R. Rating Rating Single 4) 700V L-N, L-G; 120HW (2W+G), 120VAC 19,500A 130V 600V N-G 10,000A 3,000A 131000A/ 700V L-N, L-G; 120/240HW Split Phase(3W+G), 120/240VAC 6,500A/ 130/260V 600V N-G; 10,000A 3,000A Mode 1200V L-L . I c 9us One DITEK Center 1-800-753-2345 Document:SPS-100057-001 Rev 10 9/13 1720 Starkey Road Technical Support: 1-888-472-6100 ©2013 DITEK Corp. Largo, FL 33771 www.ditekcorp.com Specification Subject to Change Farenh y4:10 t REVISED SILENT KNIGHT pm, Mar 28, 2095 0 by Honeywell Line Isolator Module Agency Listings IDP-ISO U MEA The IDP-ISO is a SLC loop line isolator module for use with ® � 427-91-E Vol.X Silent Knight IFP-series fire alarm control panels (FACPs).The IDP-Iso acts as an automatic switch that opens when the line voltage on the signaling line circuit(SLC) loop drops below four "meµ"" volts. Isolator modules should be spaced between groups of sensors or modules in a loop to protect the rest of the loop. If a short occurs between any two isolators, then both isolators immediately switch to an open circuit state and isolate the devices between them.The remaining units on the SLC loop continue to fully operate. No more than 25 devices are Tax recommended for each group. Featuresa ` ti v • Isolates short circuits on an SLC loop , • Protects the modules on the SLC loop so other devices IDP-ISO continue to operate • Panel controlled status LED that flashes green in normal state Compatibility and is solid red in alarm The IDP-ISO is compatible with the following FACPs: • Standard 4 inch electrical box mounting • IFP-2000/RPS-2000 Intelligent Fire • SEMS screws for easy wiring Panel • UL Listed IFP-1000/ECS Intelligent.Fire Panel • IFP-100/ECS Intelligent Fire Panel Installation IFP-50 Intelligent Fire Panel The IDP-ISO mounts directly into a 4"square electrical box. The IFP-25 Intelligent Fire Panel box must have a minimum depth of 2-1/8".A surface mount electrical box (System Sensor®PN SMB500) is available from Silent Knight. P/N 350287 Rev G ©2013 Honeywell International Inc. IDP-Iso Isolator Module IDP-Iso Isolator Module Oo O � Qo Op Orr' Isolated DevicesWm I { ' (-� _i tm (-na ! 1(-) ; 1 H ! (•n' 2(+) j 2(+) Isolated + '= � Groups of Devices are Separated by IDP-Iso Isolator Modules. Devices IN Cx Any Combination of Compatible Listed Devices May Be sSLC Mixed Within a Group. OUT + 2I+) ff I f i A Pair of IDP-Iso Isolator Modules Will Disconnect a 2(+) Compatible FACP Group of Devices if a Short Circuit Occurs on the Signaling Line Circuit Within that Group. IDP-Iso Isolator Module IDP4so Isolator Module QJ(-71T4 o o Isolated Devices Hmn uT3 1(-) 1(-) an< 2(+) 2 EQ O O Wiring IDP-Iso Modules Specifications Environmental Physical Operating Temperature: 32T—120°F (0°C—49°C) Height: 4.5" (11.4 cm) Humidity: 10%—93% non-condensing Width: 4" (10.2 cm) Depth: 0.25" (0.6 cm) Ordering Information IDP-ISO Line Isolator Module Shipping Weight: 6.3 oz(196 g) Electrical Accessories Operating Voltage: 15—32 VDC SMB500 4"Square Surface Mount Electrical Box Standby Current:450 pA max(not isolating; relay closed) Isolation Current: 5 mA max Fault Detection Delay: 250 ms min. Fault Detection Threshold: 4V Line Restoration Threshold: 7V SLC Line Loop Resistance: 40Q This document is not intended to be used for installation purposes.We try to keep our SILENT product information up-to-date and accurate.We cannot cover all specific applications or KNIGHT anticipate all requirements.All specifications are subject to change without notice.For more information,contact Silent Knight 12 Clintonville Road,Northford,CT 06472-1610 Phone:(800)328-0103,Fax:(203)484-7118.For Technical Support,Please call by Honeywell 800-446-6444. www.farenhyt.com Made in the U.S.A. Farenhyt SILENT KNIGHT by Honeywell Addressable Single Action and Dual Action Agency Listings Pull Stations yr7� M EA t IDP-Pull-SA & lDP-Pull-DA UL 67-02-E Vol.IX The IDP-Pull-SA is a single action pull station requiring only one °r�V1 ® For IDP-Pull-DA motion to activate the station.The IDP-Pull-DA is a dual action pull station requiring two motions to active the station. Both pull stations are designed to work with Silent Knight IFP-series fire alarm control panels (FACPs). Features • Installer can open station without causing an alarm condition • Dual-color LED is visible through handle of station blinks green to indicate normal operation and remains steady red in an alarm condition • Key operated test and reset lock using lock plate actuator • Key matches compatible FACP locks • Meets the Americans with Disabilities Act Accessibility Guidelines (ADAAG)controls and operating mechanisms guidelines (Section 4.1.3[13]) IDP-Pull-SA • Meets ADA requirement for 5 Ibs maximum pull force to active • Shell, door, and handle molded from durable LEXAN® • Reliable analog communications for trouble-free operation • Braille text on station handle • Handle latches in down position and the word Activated appears, clearly indicating the station has been pulled • Rotary address switches for fast installation • UL Listed, including UL 38, Standard of Manually Actuated Signaling System Installation The IDP-Pull-SA and IDP-Pull-DA can be surface mounted to an SB-1/0 surface back box or semi-flush mounted on a standard single-gang with a minimum depth of 2.13"(5.40 cm)or double- IDP-Pull-DA gang or 4"(10.61 cm) square electrical box. You can also use the Compatibility optional (System Sensor® PN BG-TR)trim ring if the station is The IDP-Pull-SA and IDP-Pull-DA are being semi-flush mounted. compatible with the following FACPs: • IFP-2000/ RPS-2000 Intelligent Fire Panel • IFP-1000/ECS Intelligent Fire Panel • IFP-100/ECS Intelligent Fire Panel • IFP-50 Intelligent Fire Panel I • PIN 350286 Rev F ©2013 Honeywell International Inc l AE Specifications* Environmental Physical Operating Temperature 320—120OF(0°C—49°C) Height:5.5"(14 cm) Humidity: 10%—93%non-condensing Width:4"(10.2 cm) Depth:5.4 oz. (3.7 cm) Ordering Information IDP-Pull-SA Single Action Pull Station Housing Material: LEXAN polycarbonate resin {IDP-Pu11-DA Dual Action.Pu11Sfationn Bi-Colored LED: Blinking Green: Normal ACCeSSOr1eS Steady Red:Alarm BG-TR Optional trim ring. Switch:Single pole, single throw(SPST)normally open (N/O) SB-1/0 Surface backbox, indoor/outdoor. switch which closes upon activation of.the,pull station *Unless otherwise noted,specifications apply to IDP-Pull-SA and Electrical IDP-Pull-DA. :Operating Voltage: 15-32 VDC 'Operating Current(LED flashing):300 hA ,Wire:.Gauge._Up to 12AWG (3.1 mm2)O Y SILENT This document is not intended to be used for installation purposes.We try to keep our product information up-to-date and accurate.We cannot cover all specific applications KNIGHT or anticipate all requirements.All specifications are subject to change without notice. For more information,contact Silent Knight 12 Clintonville Road,Northford,CT 06472- 1610 Phone:(800)328-0103,Fax:(203)484-7119.For Technical Support,Please call by Honeywell 800-446-6444. www.farenhyt.com Made in the U.S.A. SILENT Farenhyt KNIGHT o by Honeywell well Conventional Pull Stations Agency Listings PS-SA and PS-DA CF Lq . The PS-DA and PS-SA Pull Stations are manual pull stations which provide a Fire Alarm Control Panel (FACP)with a singleT�'� . alarm initiating input signal. The PS-DA is a dual-action model. The PS-SA is a single-action model. Both the PS-DA and the PS- SA are equipped with key lock/reset. Both are designed to meet multiple applications with the installer and end-user in mind. Its innovative design, durable construction, and multiple mounting options make the PS-DA and PS-SA simple to install, maintain, and operate. ' ' The single-action pull-station is activated by a single pull-down of ' the alarm handle.The dual-action versions require pushing in the ;: PUSH IN . handle, then pulling the handle down for activation. The PS-DAIPULLDOWN and PS-SA manual pull stations are UL listed and meet the ADA requirement of a 5-lbs.maximum pull force to activate. Operating ------------------ instructions are molded into the handle along with Braille text. Molded terminal numbers can be found adjacent to the wiring terminals. Models: PS-SA—Single action with 'pigtail'connections and a key lock reset. Pigtail wires are provided for connection to the Fire Alarm Control Panel's (FACP) initiation circuit. PS-DA—Dual action model with screw terminal connections and a key lock reset. PS-DAH -Same as PS-DA except with hex lock reset. Specification: PS-DALOB-Same as PS-DA except with "outdoor use" listing. Dimensions: Includes SB-1/0 backbox with sealing gasket. Height: 5-1/2" (13.97 cm) ) cm PS-DASP—Same as PS-DA except with both English and Depth: 1-7/16"Width: 4" (10.16 6 cm cm) Spanish operating instructions. Operatingtemperature: 32°F to 120°F (0°C to 49°C) Features: Electrical: • UL Listed Switch Contact • CSFM Listed Rating: 0.25 A @ 30 VAC or VDC • Meets ADA requirements • Operating instructions are molded into the handle along with Accessories: Braille text. SB-1/0 Surface Mount Back-box • Made of durable Lexan Available in Spanish BG-TR Trim Ring • Key resettable • Easy to Install, maintain and operate • Single or dual action Surface mount box available P/N 350250 Rev D Copyright©2011 Honeywell International Inc. REVISE® 3:14 pm, Mar 26, 2015 v F IE�lE r � ACT/VATED e - ` PS-DA PS-SA Rear PS-DA Rear [R [E IF IR IE c•ArPIAM PUSH IN HALE BO PULL PUSH IN PULL DOWNDOWN PULL DOWN4W Q Qm PS-DA PS-DASP PS-SA SILENT This document is not intended to be used for installation purposes.We try to keep our product information up-to-date and accurate.We cannot cover all specific applications KNIGHT or anticipate all requirements.All specifications are subject to change without notice. ® For more information,contact Silent Knight 12 Clintonville Road Northford,CT b Honeywell 06472-1610 Phone:(800)328-0103, Fax:(203)484-7118.www.farenhyt.com Yone y Made in the U.S.A. Neoprene Stopper It Cover Conduit Gasket Clear Lexan® to around Conduit albs ioletstabilized REVISED -round Conduit Maunal PN 3003 Pull Station Removable Insert io accomoom Conduit op or bottom. 8:11 pm, Mar 26, 2015 i i .\ D e o Horn 85 dB a110 R. 0, rf D p Prover source: IIII�a 9 VDC battery (optional) Lockout Screw Neoprene \ Gasket used to �. Activation/ weatherproof Deactivation Switch Stopper 11 Retaining Cable 4001b. breaking strength. Frame (Red Lezarr6) Spacer(Red L£XANO)used only when manual Fire Alarem Station is Screw and Anchors surfara-mounted(order separately) \ provided with Spacer Weather Stopper®II Neoprene Conduit Gasket to weatherproof Mauna) around Conduit Pull (PN\3003) Station Plastic ll Insert Weather Stopper II Cover �pl clear molded Poized). nate D \\y I�"J7 (ultraviolet stabilized). o � ZW Neoprene b Gasket ngth. (PN 3002) *---Frame Spacer(red Polyearbonale) (Polycarbonate) used only when Fire Alarm Station Is surface-mounted (PN 3100). Screws and Anchors Neoprene /Provided with Spacer.Gas(PN 3 - (PN 002) Stopper@ 11 Ordering Information ST11100 Stopper@ II, flush mount, with horn. STI3002 Weather Gasket ST11130 Stopper@ II, surface mount, with horn. ST13003 Conduit Gasket ST11200 Stopper@ II, flush mount, without horn. ST13100 Conduit Spacer, surface mount ST11230 Stopper@ II, surface mount, without horn. ST11250 Weather Stopper@ II, flush mount. 7sTI3150 Weather Stopper@ II, surface mount. SILENT This document is not intended to be used for installation purposes.We try to keep our product information up-to-date and accurate.We cannot cover all specific applications or anticipate all requirements.All KNIGHT specifications are subject to change without notice.For more information,contact Silent Knight 12 Clintonville Road,Northford,CT 06472-1610 Phone:(800)328-0103,Fax:(203)484-7118. by Honeywell www.farenhyt.com SpectrAlertO and System Sensor®are registered trademarks of Honeywell International Inc. SILENT Farenhyt KNIGHT by Honeywell well Intelligent Non-Relay Duct Detector Agency Listings DNR/DNRW U The DNR Intelligent non-relay photoelectric duct smoke detector `��" g Y p � � � M EA housing and DNRW watertight non-relay photoelectric duct smoke ® � 225-02-E Vol.v detector housing (head not included)are for use with Silent Knight IFP-series fire alarm control panels (FACPs). The DNR and DNRW feature a pivoting housing that is flexible enough to fit configurations from square to rectangular.They feature low-flow technology that enables duct smoke detection -" throughout a broad range of airflow environments. Many difficult {• I to solve HVAC applications occur in low airflow duct applications ' where reliable smoke detection is critical. These duct detectors + can detect smoke at air speed velocities of 100 feet per minute or greater, while continuing the same reliable performance to 4000 feet per minute. By sampling air currents passing through a duct and giving - dependable performance for shutdown of fans, blowers, and air conditioning systems, the DNR and DNRW prevent the spread of DNR toxic smoke and fire gases through the protected area. The intelligent duct detectors communicate and are continuously Installation monitored through the FACP signaling line circuit(SLC) loop. The DNR and DNRW are designed.for Detector sensitivity changes caused by dirt, temperature, or use in air handling systems that have air humidity are reported to the FACP, allowing compensation velocities or 100 to 4000 feet per minute algorithms to maintain the detector's set sensitivity.An advanced (0.5—20.3 m/s). indication at the panel identifies the detector address, allowing for selected maintenance to be performed as needed. Compatibility The DNR and DNRW are compatible with Features the following FACPs: - Photoelectric, integrated low-flow technology(IDP-Photo or IDP- . IFP-2000/RPS-2000 Intelligent Fire PhotoR detector head sold separately) Panel g - Air velocity rating from 100 to 4000 feet per minute (0.5 to 20.32 meters per second) - IFP-1000 Intelligent Fire Panel • Support for Class B or Class A wiring - Patented sampling tube installs from front or back of the - IFP-100 Intelligent Fire Panel detector with no tools required • Available space within housing to accommodate mounting of • IFP-50 Intelligent Fire Panel relay module - IFP-25 Intelligent Fire Panel Provides trouble signal in the event the sensor cover is removed or improperly installed • Easy to clean Easily accessible code wheels on sensor head (IDP-Photo sold separately) - UL recognized field replaceable power and sensor boards - Transparent cover for convenient visual inspection • UL listed - Remote testing capability - DNRW is listed as a watertight enclosure allowing for use in the most extreme environments. P/N 350085 Rev E ©2013 Honeywell International Inc. Wiring for Intelligent Non-Relay Duct Smoke Detector DNR to RTS451/RTS451 KEY/RTS 151/RTS 151 KEY DNR to RTS45 1 IRTS451 KEY/RTS 151/RTS1 51 KEY with"R" Remote test capable detector head option: with DCOIL option *: (Non remote test capable housing) TEST COIL+ — TEST COIL+ ® Q�s fXTF.RNkI. J RTS451/RT5451KEY TESTCOIL— 6c-,aowt+1 — TEST COIL— SUPPLY COMM+ 1 z COMM+ ® I OL1T(CONVONLY)+ OUT(CONY ONLY)+ ---- Comm- RT51 - 51/RTS1 SI KEY 2 REMOTETESTSTATION COMM- . RAIRTS- UMPER LED OPTION RA/RTS- RA+ 1 PER UNIT RA+ 4 RTS+ t� TEST COIL OPTION RTS+ ------- T PER UNIT 5 95mA CURRENT DRAW *Important Notes: (for non remote test capable housing) •The use of either RTS151 or RTS151 KEY requires the installation of an accessory coil, DCOIL, sold separately. Please refer to the DNR or DNRW installation manual for more information •The RTS151/RTS151 KEY test coil circuit requires an external 24VDC power supply which must be UL listed Specifications IDP-Relay Addressable Relay Module, must be Physical added if relay function is required, (fits in(Rectangular): 14.38 in (37 cm)Length;Sin(12.7 cm)Width; housing) 2.5 in (6..6 cm)Depth Accessories (Square):7.75 in (19.7cm)Length; 9 in(22.9cm)Width ;2.5 in DST1 Metal Sampling Tube Duct Width up to 1' (6.35cm)Depth DST1-5 Metal Sampling Tube Duct Widths 1'-2' Weight: 1.61b(0.73kg) DST3 Metal Sampling Tube Duct Widths 2'—4' Environmental DST5 Metal Sampling Tube Duct Widths 4'—8' Operating Temperature:-4°F—1580F(-20°C—70°C) DST10 Metal Sampling Tube Duct Widths 8'—12' Humidity:0%—95% non-condensing DH4000E-1 Weatherproof Enclosure Air Velocity EXT Metal Exhaust Tube Duct width 1' 100 to 4000 ft/min (0.5—20.3 m/s) RA10OZ Remote LED Annunciator DCOIL Duct Accessory Coil. (see important note for Electrical detail) Please see detector head installation manual for electrical RTS151 Magnetic Remote Test station specifications RTS151 KEY Key-Activated Remote Test station Ordering Information M02-04-00 Test Magnet R DNR Intelligent non-relay duct smoke detector P48-21-00 Replacement End Cap for Metal Sampling 'DNRW Watertight non-relay duct smoke detector Tube IDP-PhotoR Addressable Photoelectric Detector with remote test capability(not included with DNR) SILENT This document is not intended to be used for installation purposes.We try to keep our product information up-to-date and accurate.We cannot cover all specific applications or KNIGHT anticipate all requirements.All specifications are subject to change without notice.For more information,contact Silent Knight 12 Clintonville Road,Northford,CT 06472-1610 13® Phone:(800)328-0103,Fax:(203)484-7118. www.farenhyt.com by Honeywell Made in the U.S.A. i REVISED SILENT Farenhyt 3:46 pm, Mar 26, 2015 . KNIGHT o by Honeywell intelligentDeviceS Thermal and Rate-of-Rise Agency Listings Thermal Detectors M EA IDP-Heat, IDP-Heat-HT, & IDP-Heat-ROR �'O' The IDP-Heat plug IDP-Heat-HT and IDP-Heat-ROR are lu in e'"°''oQ UL 383-02-E Vol.A n�� thermal detectors, with integral communication, that provide features that surpass conventional detectors. These thermal detectors are for use with Silent Knight IFP-series fire alarm control panels (FACPs). Detector sensitivity can be programmed from the FACP b software. Sensitivity is continuously monitored and reported to 1 § rt the FACP. Point ID capability allows each detector's address to be set with rotary address switches, providing exact detector - - locations for selective maintenance when chamber contamination reaches unacceptable levels. ,t P IDP-Heat is a fixed temperature thermal detector that uses a ----- thermistor sensing circuit to produce 135°F (57°C)fixed thermal ry detection. IDP-Heat-HT is a variable high temperature detector that IDP-Heat Installed in the B21OLP Mounting Base provides high temperature detection at 1350F— 190OF (57°C— (Base Not Included) 880C). Compatibility IDP-Heat-ROR is a fixed temperature and rate-of-rise thermal The IDP-Heat, IDP-Heat-HT, and detector that uses a thermistor sensing circuit to produce 135°F IDP-Heat-ROR are compatible with the (57°C)thermal protection. following IDP-series detector bases: Features • 621OLP 6" Mounting Base • Sleek, low-profile design • B501 4" Mounting Base • B224BI 6" Isolator Base • Reliable analog communications for trouble-free operation . B224BI 6" Relay Base • Age resistant polymer housing • B200SR Sounder Base • Innovative thermistor sensing circuit The IDP-Heat-HT, and IDP-Heat-ROR are • Superior EMI resistance for reliability compatible with the following FACPs: • Variety of mounting options to meet any application • IFP-2000/RPS-2000 Intelligent Fire Panel • Dual LED indicators for 360°visibility • IFP-1000/ECS Intelligent Fire Panel • Detector transmits signal to indicate maintenance is required • IFP-100/ECS Intelligent Fire Panel • Plug-in mounting provides ease of installation • IFP-50 Intelligent Fire Panel The IDP-Heat is compatible with the following • Optional remote LED annunciator(System Sensor®PN FACPs: RA100Z) • IFP-2000/RPS-2000 Intelligent Fire Panel Tamper-proof feature available on mounting bases • IFP-1000/ECS Intelligent Fire Panel ` Rotary address switches for fast installation • • IFP-100/ECS Intelligent Fire Panel • UL Listed • IFP-50 Intelligent Fire Panel Installation • IFP-25 Intelligent Fire Panel The IDP thermal detectors plug into a compatible IDP-series detector base. P/N 350285 Rev F Copyright©2013 Honeywell International Inc. i REVISED 3:46 pm, Mar 26, 2015 SLC OUT IN Compatible FACP :+ RA10OZ(Optional) / ......................: 3 2 3 ? 3 ? i...........................................................................Class AOptional Wiring.................................................... ....., / i....................................................................................................................................................................................... / .....................................................................i Wiring IDP-Series Detector Mounting Bases Specifications* IDP-Heat-ROR: Rate-of-rise detection 151F/min(90C/min) Physical Ordering Information Height: 2.0"(5.0 cm) IDP-Heat Fixed Temperature Thermal Detector Diameter:4.1°(10.4 cm) IDP-Heat-HT Fixed High Temperature Thermal Shipping Weight:4.8 oz(136 g) Detector IDP-Heat-ROR Fixed Temperature and Rate-of-Rise Electrical yy Thermal Detector Operating Voltage_: 15—32 VDC Standby Current Accessories IDP-Heat: RA100Z Remote LED Annunciator. 200 pA @ 24 VDC(no communication; LED off) XR2B Detector Removal Tool.A removal and 300 pA @ 24 VDC(one communication every 5 sec with replacement tool for IDP plug-in LED enabled) detectors. Includes the T55-127-000. M02-04-00 Replacement Test Magnet. IDP-Heat-HT&IDP-Heat-ROR: M02-09-00 Test Magnet with Telescoping Handle. 150 pA @ 24 VDC (no communication; LED off) XR-4 Extension Pole for XR213. Extends from 200 pA @ 24 VDC(one communication every 5 sec with 5—15 ft. LED enabled) T55-127-000 Detector Removal Head. Alarm Current:6.5 mA @ 24 VDC max(with LED on) BCK-200B Black Detector Kit. For IDP-series detectors. Environmental Operating Temperature *Unless otherwise noted, specifications apply to all IDP IDP-Heat&IDP-Heat-ROR:-40—100°F(-20°C—38°C) thermal detectors. IDP-Heat-HT:40—150OF(-20°C—66°C) Humidity: 10%—93%non-condensing Thermal Ratings IDP-Heat: Fixed temperature setpoint 135OF(57°C) IDP-Heat-HT: High temperature heat 1350F—190OF (57°C—88°C) SILENT This document is not intended to be used for installation purposes.We try to ke our product information up-to-date and accurate.We cannot cover all specific applicatep ions or KNIGHT anticipate all requirements.All specifications are subject to change without notice.For more information,contact Silent Knight 12 Clintonville Road,Northford,CT 06472-1610 Phone:(800)328-0103,Fax:(203)484-7118.For Technical Support,Please call by Honeywell 800-446-6444. www.farenhyt.com Made in the U.S.A. i SLC OUT IN 5 Compatible FACP i, RA100Z(Optional) / ........................ 3 2 3 2 3 2 / ................................................................................................................................................................................... / .................................E Gass A Optional Wiring / ............................................................................... ................................................................................ .............-........ 7 Wiring IDP-Series Detector Mounting Bases Wiring IDP-Series Detector Mounting Bases Specifications* Ordering Information Physical IDP-Photo Photoelectric Smoke Detector Height:2.0"(5.0 cm) Diameter:4.1"(10.4 cm)installed in 6501 base IDP-Photo-T Photoelectric Smoke Detector with Thermal(135°F) Electrical IDP-PhotoR Photoelectric smoke detector, remote Operating Voltage: 15-32 VDC test capable,for use with DNR(W)duct Standby Current: smoke detector 250 pA @ 24 VDC(no communication; LED off) Accessories 300 pA @ 24 VDC(one communication every 5 sec with RA100Z Remote LED Annunciator. LED enabled) XR2B Detector Removal Tool.A removal and Alarm Current: 6.5 mA @ 24 VDC max(with LED on) replacement tool for IDP plug-in Environmental detectors. Includes the T55-127-000. Operating Temperature M02-04-01 Detector Test Magnet. IDP-Photo: 321— 120°F(0°C—49°C) M02-09-00 Test Magnet with Telescoping Handle. IDP-Photo-T 321-100OF(0°C—38°C) XP-4 Extension Pole for XR2B. Extends from Humidity: 10%—93%non-condensing 5—15 ft. Other Ratings T55-127-000 Detector Removal Head. IDP-Photo-T Thermal: Fixed temperature setpoint 1350F BCK-200B Black Detector Kit. For IDP-series (570C) detectors. Velocity: 0—4000 fpm (0—20 m/sec) (suitable for `Unless otherwise noted,specifications apply to IDP-Photo and installation in ducts) IDP-Photo-T. IDP-Photo Insect Screen Hole Size:0.016"(0.41 mm) nominal This document is not intended to be used for installation purposes.We try to keep our SILENT product information up-to-date and accurate.We cannot cover all specific applications or KNIGHT anticipate all requirements.All specifications are subject to change without notice.For more information,contact Silent Knight 12 Clintonville Road,Northford,CT 06472-1610 0L Phone:(800)328-0103,Fax:(203)484-7118.For Technical Support,Please call by Honeywell 800-446-6444. www.farenhyt.com Made in the U.S.A. Farenh t SILENT y KNIGHT E by Honeywell Addressable Detector Bases Agency Listings B21OLP & B501 U MEA ® ` 205-94E The B21OLP 6" Mounting Base and the B501 4" Mounting Base Vol.Ix are plug in detector bases for IDP style detectors intended for ;Y; r` use with Silent Knight IFP-series fire alarm control panels (FACPs). *��w The B21OLP and B501 have screw terminals for power(+) and } (-) and remote annunciator connections. Communication takes . place over the power(+)and (-) lines. Features • Plug-in mounting provides ease of installation CB 110LP Base • Tamper-proof feature prevents removal of the detector without the use of a tool • Range of mounting options to meet any application • Rotary address switches for fast installation I • Optional remote LED annunciator(PN RA100Z) • t • SEMS screws • 12-22 AWG wire ranges for installation flexibility • UL Listed B501 Base Compatibility Installation The B21OLP and B501 are compatible with The B210LP and B501 can be mounted on a variety of junction the following IDP-series detectors: boxes as shown in the tables below. • IDP-Photo Photoelectric Smoke Detector • IDP-Photo-T Photoelectric Smoke U.S.Junction Box Selection Guide* Detector with Thermal • IDP-Acclimate Multicriteria Photoelectric Model Single Gang 3.5"Oct 4"Oct 4"Sq Smoke Detector B21OLP Yes Yes Yes Yes • IDP-Ion Ionization Smoke Detector • IDP-Heat Fixed Temperature Thermal B501 No Yes No No Detector • IDP-Heat-ROR Rate-of-Rise Detector Metric Junction Box Selection Guide* with Thermal • IDP-Heat-HT Fixed High Temperature Model 50 mm 60 mm 70 mm 75 mm Thermal Detector B21OLP• No No No No The B21OLP and B501 are compatible with t B501. Yes Yes Yes No he following FACPs: • IFP-2000/ RPS-2000 Intelligent Fire *Box depth is contingent on base and wire size.Refer to the National Electric Code Panel or applicable local codes for appropriate recommendations. • IFP-1000/ECS Intelligent Fire Panel • IFP-100/ECS Intelligent Fire Panel • IFP-50 Intelligent Fire Panel P/N 350295 Rev F ©2013 Honeywell International Inc r 9 IFP-50 FACP RA10OZ(Optional) I 3 2 3 2 1 r1 i :....o_-........................ ..................__.......................r_........................... .........................e__.................-.....-..........................-................? Optional Return Looms- _ Wiring IDPSeries Detector Mounting Bases Specifications Physical B21OLP Diameter: 6.1"(155 mm) B501 Diameter:4.1° (104 mm) Electrical `' =r Wire Gauge: 18-12 Y Terminals: Terminal 1: Power(-)and Optional RA10OZ Terminal 2: Power(+) Terminal 3:Optional RA10OZ Remote Annunciator Environmental Operating Temperature: 32°F-150°F(0°C-66°C) '° Humidity: 10%-93%non-condensing B21OLP Base Installed with Detector Ordering Information B21OLP 6" Mounting Base B501 4" Mounting Base B21OLPBP 6" Mounting Base bulk pkg of 10 Accessories RA10OZ Remote LED Annunciator. t, XR213 Detector Removal Tool.A removal and replacement tool for IDP plug-in detectors. Includes the T55-127-000. M02-04-01 Detector Test Magnet. r M02-09-00 Test Magnet with Telescoping Handle. XP-4 Extension Pole for XR2B. Extends from 5-15 ft. _- T55-127-000 Detector Removal Head. BCK-200B Black Detector Kit. For IDP-series detectors. B501 Base Installed with Detector F210 Accessory flange ring for B210LP -O SILENT This document is not intended to be used for installation purposes.We try to keep our m product information up-to-date and accurate.We cannot cover all specific applications or KNIGHT anticipate all requirements.All specifications are subject to change without notice.For more information,contact Silent Knight 12 Clintonville Road,Northford,CT 06472-1610 G Phone:(800)328-0103,Fax:(203)484-7118.For Technical Support,Please call by Honeywell 800-446-6444. www.farenhyt.com Made in the U.S.A. I SILENT Farenhyt KNIGHT - by Honeywell Intelligent Device, 13 Addressable Monitor Module Agency Listings IDP-Monitor 5=xN .,..oh MEA The IDP-Monitor is an addressable monitor module for use with �`O'i w ® L 386-0-E-Vol 2 USilent Knight IFP-series fire alarm control panels (FACPs).The IDP-Monitor acts as an interface to contact devices, such as waterflow switches and pull stations. The IDP-Monitor supports Class A supervised or Class B � ' supervised wiring to the load device. Conventional 4-wire _- � {,� ��-`'`� �,,, , fk smoke detectors can be monitored for alarm and trouble : •t ,'` ;' a conditions. Features _ - • Single contact monitor - -- • Support for Class A and Class B wiring IDP Monitor • Fully supervised • Panel controlled status LED that flashes green in normal state Compatibility and is solid red in alarm The IDP-Monitor is compatible with the • Attractive ivory cover plate following FACPs: • Rotary address switches for fast installation • IFP-2000/RPS-2000 Intelligent Fire Panel • SEMS screws for easy wiring • IFP-1000/ECS Intelligent Fire Panel • UL Listed • IFP-100/ ECS Intelligent Fire Panel Installation • IFP-50 Intelligent Fire Panel The IDP-Monitor mounts directly into a 4"square electrical box. Ordering Information The box must have a minimum depth of 2-1/8°.A surface mount IDP-Monitor Monitoring Module electrical box (System Sensor®PN SMB500) is available from Silent Knight. Accessories SMB500 4" Square Surface Mount Electrical Box P/N 350288 Rev H Copyright©2013 Honeywell International Inc. TO NEXT FROM PANEL OR DEVICE 4E + I+ PREVIOUS DEVICE MONITOR ANY NUMBER OF UL LISTED CONTACT f1 MODULE CLOSURE DEVICES MAY BE USED.DO NOT MIX CONNECT MODULES TO LISTED COMPATIBLE FIRE ALARM INTIATING,SUPERVISORY,OR to Q CONTROL PANELS ONLY SECURITY DEVICES ON THE SAME MODULE. ���5555 e o n N S EOL T RESISTOR ELR-47K ALL WIRING SHOWN IS SUPERVISEDAND POWER LIMITED INITIATING DEVICE CIRCUIT(IDC)-NFPA STYLE B LJ POWER LIMITED:450PA MAX.@ 11 VDC MAX INSTALL CONTACT'CLOSURE DEVICES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. Typical Wiring for IDP-Monitor Module, NFPA Style B TO NEXT FROM PANEL OR DEVICE 1 1 PREVIOUS DEVICE MONITOR ANY NUMBER OF UL LISTED CONTACT MODULE CLOSURE DEVICES MAY BE USED,DO NOT MIX t� CONNECT MODULES TO LISTED COMPATIBLE FIRE ALARM INTIATING,SUPERVISORY,OR to l 1 CONTROL PANELS ONLY SECURITY DEVICES ON THE SAME MODULE, a c v .n I- 1+1 T EOL RESISTOR IS c /yesG am INTERNALAT ALL WIRING SHOWN IS SUPERVISED AND POWER LIMITED TERMINALS S&9 INSTALLCONTACT CLOSURE DEVICES PER MANUFACTURER'S INSTALLATION INSTRUCTIONS. Typical Wiring for IDP-Monitor Module, NFPA Style D Specifications 550 pA max @ 24 VDC (one communication every Physical 5 sec with EOL<1 K) Height: 4.5" (11.4 cm) 5.5 mA(with LED latched on) Width:4" (10.2 cm) LED Current: 5.5 mA(with LED latched on) Depth: 1.25" (3 cm) End-of-Line Resistance: 47K n Shipping Weight: 6.3 oz(196 g) Initiating Device Circuit Wiring Resistance: 1,500 D max Electrical SLC Loop Resistance:40 Q max. Operating Voltage: 15—32 VDC Environmental Current Draw(LED on): 5.0 mA max Operating Temperature: 32°F— 120OF (0°C—49°C) Operating Current (LED flashing): 375 pA Humidity: 10%—93% non-condensing Standby Current: 400 pA max @ 24 VDC (one communication every 5 sec with 47K EOL) 111 SILENT This document is not intended to be used for installation purposes.We try to keep our product information up-to-date and accurate.We cannot cover all specific applications or KNIGHT anticipate all requirements.All specifications are subject to change without notice.For more information,contact Silent Knight 12 Clintonville Road,Northford,CT 06472-1610 by Honeywell Phone:(800)328-0103,Fax:(203)484-7118.For Technical Support,Please call 800-446-6444. www.farenhyt.com Made in the U.S.A. r F � � � SILENT a ey t KNIGHT o by Honeywell Addressable Notification Module Agency Listings W-Control 5T ^ MEA �L 386-l2-E 0,, ® Vol t The IDP-Control is an addressable notification module for use. Kvi with Silent Knight IFP-series fire alarm control panels (FACPs). The IDP-Control gives you the flexibility to add notification circuits wherever they are needed on an IFP FACP signaling line .: circuit (SLC) loop. aM1 � The IDP-Control provides supervised monitoring of wiring to load devices that require an external power supply to operate, such as bells, horns, and strobes. It is capable of Class B (Styles Y) and Class A(Style Z)supervision. Upon command from the FACP, the IDP-Control will disconnect ,ia the supervision and connect the external power supply across �► the load device. The disconnection of the supervision provides a positive indication to the panel that the control relay actually turned on.The external power supply is always relay isolated from the SLC loop, so that a trouble condition on the power supply will never interfere with the rest of the system. ` Features ioP-cont�oi • Flexible solution for adding notification circuits where needed • Support for Class B (style Y)or Class A(style Z)wiring Compatibility The IDP-Control is compatible with the • Panel controlled status LED that flashes green in normal state following FACPs: and is solid red in alarm • IFP-2000/RPS-2000 Intelligent Fire • Polling LED visible through the cover plate Panel • Attractive ivory cover plate • IFP-1000/ECS Intelligent Fire Panel • Rotary address switches for fast installation • IFP-100/ ECS Intelligent Fire Panel • SEMS screws for easy wiring • IFP-50 Intelligent Fire Panel • UL Listed Installation Ordering Information The IDP-Control mounts directly into a 4"square electrical box. IDP-Control Notification Module The box must have a minimum depth of 2-1/8".A surface mount electrical box (System Sensor®PN SMB500) is available from Accessories Silent Knight. SMB500 4" Square Surface Mount Electrical Box CB500 Module Barrier P/N 350293 Rev F ©2013 Honeywell International Inc NOTIFICATION APPLIANCE CIRCUIT NFPA STYLE Y (-) From Pane) (+) or previous device O Qe Module Polarities 0 (-) are shown in Alarm (+) 47K C-0L RESIST (� a (+) (+) To Next (+) Device TO NEXT CONTROL MODULE OR END-OF-LINE RELAY.ONE RELAY IS REQUIRED FOR EACH CIRCUIT NOTIFICATION APPLIANCE CIRCUIT NFPA STYLE Z (-) From Panel W or previous �Jto Ood device Module Polarities are shown in Alarm (-) o e To Next (+) Device TO NEXT CONTROL MODULE OR END-OF-LINE RELAY.ONE RELAY IS REQUIRED FOR EACH CIRCUIT Specifications Relay Contact Ratings Physical Load Height:4.5"H x 4"W x 1.3"D Current Rating Max Voltage Description Application (11.4 cm x 10.2 cm x 3.2 cm) 3A 30 VDC Resistive Noncoded Environmental Operating Temperature:32°F—120°F(0°C—49°C) 2A 30 VDC Resistive Coded Humidity: 10%—93% non-condensing 0.9A 110 VDC Resistive Noncoded Electrical 0.9A 125 VAC Resistive Noncoded Operating Voltage: 15—32 VDC Inductive VDC Coded 30 ( Current Draw:6.5 mA max(LED on) 0.5A L/R=5 ms) Operating Current: 375 pA average(LED flashing) 1A 30 VDC Inductive Coded (UR=2 ms) Drain on External Power Supply: 1.7 mA max(using internal Inductive EOL relay) O.SA 125 VAC (PF=0.35) Noncoded End-of-Line Resistance:47K S2 0.7A 75 VAC Inductive Noncoded (PF=0.35) Standby Current: Inductive 2A 25 VAC (PF=1) Noncoded 400 pA max @ 24 VDC(one communication every 5 sec with 47K EOL) 550 NA max @ 24 VDC(one communication every 5 sec with EOL<1 K) LED Current: 5.5 mA(with LED latched on) SLC Loop Resistance: 40Q max. SILENT This document is not intended to be used for installation purposes.We try to keep our product information up-to-date and accurate.We cannot cover all specific applications or KNIGHT anticipate all requirements.All specifications are subject to change without notice.For more information,contact Silent Knight 12 Clintonville Road,Northford,CT 06472-1610 " Phone:(800)328-0103,Fax:(203)484-7118.For Technical Support,Please call by Honeywell 800-446-6444. www.farenhyt.com Made in the U.S.A. SILENT Farenhyt KNIGHT by Honeywell Audio/VisualDevices The SpectrAlert®Advance Agency Listings SIGNALING Selectable Output 5. .. MEA Notification Appliances 4 < F"'> approved r _ SPPACV[O General LISTED 452-OS-E System Sensor®SpectrAlert®Advance selectable-output i horns, strobes and horn/strobes are rich with features : guaranteed to cut installation times and maximize profits.The , G SpectrAlert Advance series of notification appliances is designed `` ' R to simplify your installations,with features such as: plug-in designs, instant feedback messages to ensure correct installation Indoor Ceiling Indoor Ceiling Indoor Wall of individual devices, and eleven field-selectable candela settings Strobe Horn/Strobe Horn/Strobe for wall and ceiling strobes and horn/strobes. a t 1 l More specifically, when installing Advance products, first attach ' xY a universal mounting plate to a four-inch square, four-inch octagon, or double-gang junction box.The two-wire mounting plate attaches to a single-gang junction box. Indoor Wall Outdoor Outdoor Wall Horn Ceiling Strobe Strobe Then, connect the notification appliance circuit wiring to the SEMS terminals on the mounting plate. • Outdoor products rated from—40°F and 151°F (-40°C and 66°C). Finally, attach the horn, strobe, or horn/strobe to the mounting -Three volume selections and rotary switch plate by inserting the product's tabs in the mounting plate's for horn tone. grooves. The device will rotate into position, locking the product's pins into the mounting plate's terminals.The device will • Horn rated at 88+ dbA at 16 volts. temporarily hold in place with a catch until it is secured with a Electrically compatible with existing captured mounting screw. SpectrAlert products. Features Models available: - Plug-in design. • Indoor wall-mount: horn, strobe, 2-wire • Universal mounting plate for wall and ceiling units. horn/strobe, 4-wire horn/strobe. • Shorting spring on mounting plate for continuity check before • Indoor ceiling-mount: strobe, 2-wire installation. horn/strobe, 4-wire horn/strobe. • Rotary switch for horn tone and three volume settings. • Outdoor wall-mount: horn, strobe, 2-wire .. horn/strobe, 4-wire horn/strobe. •Tamper-resistance construction. Field-selectable candela settings on wall and ceiling units: Outdoor ceiling-mount: strobe, 2-wire 15, 15/75, k, 75, 95, 110, 115, 1.35, 150, 177, and 185. horn/strobe, 4-wire horn/strobe. Automatic selection of 12 or 24 volt operation at 15 and 15/75 candela. i • Outdoor wall and ceiling products. P/N 350377 Rev A Copyright©A10 Honeywell International Inc. f 4 Engineering Specifications Specifications SpectrAlert Advance horns,strobes,and horn/strobes shall mount to ! Standard operating temperature: 32°F to 120°F a standard 4.0"x 4.0"x 1.5"(10.16 x 10.16 x 3.81 cm)backbox, (0°C to 49°C). 4.0"(10.16 cm)octagonal backbox,or a double-gang backbox.Two- ! K Series operating temperature:-40OF to 151 OF wire products shall also mount to a single-gang 2.0"x 4.0"x 1.875" (-40°C to 66°C). (5.08 x 10.16 x 4.763 cm)backbox.A universal mounting plate shall ! Humidity range: 10% to 93% non-condensing be used for mounting ceiling and wall products.The notification (indoor products). appliance circuit wiring shall terminate at the universal mounting - Strobe flash rate: 1 flash per second. plate.Also, SpectrAlert Advance products,when used with the f Nominal voltage: regulated 12 VDC/FWR or Sync-CircuitTm Module accessory,shall be powered from a non- regulated 24 VDC/FWR. NOTE: Full Wave coded notification appliance circuit output and shall operate on a Rectified (FWR)voltage is a non-regulated, time- nominal 12 or 24 volts.When used with the Sync-Circuit Module, varying power source that is used on some power 12-volt rated notification appliance circuit outputs shall operate supply and panel outputs. between 9 and 17.5 volts; 24-volt rated notification appliance circuit . Operating voltage range: 8 V to 17.5 V(12 V outputs shall operate between 17 and 33 volts. Indoor SpectrAlert nominal); or 16 V to 33 V (24 V nominal). Advance products shall operate between 32°F and 120°F(0°C and NOTE: P, S, PC, and SC products will operate at 49°C)from a regulated DC, or full-wave-rectified, unfiltered power 12 V nominal only for 15 cd and 15/75 cd. supply.Strobes and horn/strobes shall have field-selectable candela ! Input terminal wire gauge: 12 to 18 AWG (3.31 to settings including 15, 15/75,30,75, 95, 110, 115, 135, 150, 0.821 mm'). 177,185. - Ceiling-mount dimensions (including lens): 6.8" STROBE diameter x 2.5"deep (17.3 cm diameter x 6.4 cm deep). The strobe shall be a System Sensor SpectrAlert Advance Model !Wall-mount dimensions(including lens): 5.6" H x listed to UL 1971 and shall be approved for fire protective 4.7"W x 2.5" D (14.2 cm H x 11.9 cm W service.The strobe shall be wired as a primary-signaling notification x 6.4 cm D). appliance and comply with the Americans with Disabilities Act ! Horn dimensions: 5.6" H x 4.7"W x 1.3" D (14.2 cm requirements for visible signaling appliances,flashing at 1 Hz over H x 11.9 cm W x 3.3 cm D). the strobe's entire operating voltage range.The strobe light shall consist of a xenon flash tube and associated lens/reflector system. Strobe Current Draw HORNISTROBE COMBINATION UL Maximum (mA RMS) The horn/strobe shall be a System Sensor SpectrAlert Advance .5 Model listed to UL 1971 and UL 464 and shall be approved Candela for fire protective service.The hom/strobe shall be wired as a primary-signaling notification appliance and comply with the Americans with Disabilities Act requirements for visible signaling Standard appliances,flashing at 1 Hz over the strobe's entire operating Candela 5 NA NA 158 153 voltage range.The strobe light shall consist of a xenon flash tube Range and associated lens/reflector system.The horn shall have three audibility options and an option to switch between a Temporal 3 pattern and a Non-Temporal(continuous)pattern.These options are set by a multiple position switch.On four-wire products,the strobe shall be powered independently of the sounder.The horn on High horn/strobe models shall operate on a coded or non-coded power supply. Candela 7 _ Range OUTDOOR PRODUCTS SpectrAlert Advance outdoor horns,strobes and horn/strobes shall Horn Current Draw, be listed for outdoor use by UL and shall operate between-40°F UL Maximum (mA RMS) and 151 OF(-40°C and 66°C).The products shall be listed for use with a System Sensor outdoor/weatherproof backbox with half-inch Sound dB and three-fourths-inch conduit entries. Pattern DC FWR DC FWR SYNCHRONIZATION MODULE empora dig The module shall be a System Sensor Sync-Circuit MDURA or Temporal Medium MDL3WA listed to UL 464 and shall be approved for fire protective service.The module shall synchronize SpectrAlert strobes at 1 Hz empora ow and horns at Temporal 3.Also,while operating the strobes,the N on- empora Fig module shall silence the horns on horn/strobe models over a single pair of wires.The module shall mount to a 4.688"x 4.688"x 2.125" Non-Temporala wm (11.906 x 11.906 x 5.398 cm)backbox.The module shall also Non-Temporal ow 415 control two Style Y(class 13)circuits or one Style Z(Class A)circuit. The module shall synchronize multiple zones. Daisy-chaining two or Coded ig more synchronization modules together will synchronize all the Coded M-Ri-um zones they control.The module shall not operate on a coded power Coded ow 52 5 supply. Horn and Horn/Strobe Rotary Switch Setting Horn and Horn/Strobe Output(dBA) Setting Repetition Rate dB LevelwitcSound Temporal horn ig Position Pattern dB empora ig Temporalhorn a gum Temporal a wm Temporalhorn ow Temporalow Normal horn High Non-temporalHigh Normal hornWe—dium on-temporal a 1 u m orma horn ow Non-temporal ow Externally coded ig Externally coded Medium Coded ig o e Medium Externally coded--- ow Coded ow egs ,an are not wire horn/strobe. *Note: SFftings 7,8,and 9 are not avai able on -wire orn s ro e. Two-Wire Horn/Strobe, Standard Candela Range (15-115 cd), UL Maximum Current Draw(mA RMS) Input, Sound Pattern,dB Level 5 5 5 5 DC Input, empora, ig 2 Input,Temporal, Medium Input, Temporal, Low DC input, DC input, input, FWR Input,Temporal, High FWR Input, FWR input, FWR input, Non-Temporal, High npu, input, 5 Two-Wire Horn/Strobe HIGH Candela Range(135-185 cd), UL Maximum Current Draw(mA RMS) DC Input FWR Input 5 Temporal, HighTemporal, High Temporal, Medium FWR,Temporal, Medium Temporal, Low 232 292 FWR,Temporal, Low Non-Temporal, HighNon-temporal, ig Non-Temporal, Medium 2422 2DT FWR, Non-temporal, Medium on-Temporal, ow on-temp , ow f SpectrAlert Advance Dimensions �4.7 2.5" 6.8" Dia. i 2.5- 5.6- Ceiling-mount horn strobes Wall-mount horn strobes 7.1- 5.05 2.231 n Dia. I I fi' 0 9 Q O 10 os 5.98" 0 0 0 0 0 Wall back box skirt Ceiling back box skirt SpectrAlert Advance Ordering Information Wall Horn Strobes Ceiling Strobes P2R 27Wi7e hom/strobe,Standard cd,Red SCR Strobe,Standard cd,Red P2RH 2-Wire hom/strobe,High cd,Red SCRH Strobe,High cd,Red ,P2RK 2-Wire horn/strobe,Standard cd, outdoor SCRK Strobe,Standard cd,red,outdoor P2RHK 2-wire horn/strobe,High cd,red,outdoor SCRHK Strobe,High cd,red,outdoor. P2W I 2-Wire hom/strobe,Standard cd,White SCW Strobe,Standard cd,White P2WH 2-Wire hom/strobe,High cd,White SCWH Strobe,High cd,White P4R 4-Wire hom/strobe,Standard cd,Red P4RH 4-Wire horn/strobe,High cd,Red Horns HR Horn,Red P4RK 4-Wire horn/strobe,standard cd,red,outdoor P4RHK 4-Wire horn/strobe,High cd,red,outdoor HW Horn,White P4W 4-Wire hom/strobe,Standard cd,White HRK Horn,Red,outdoor P4WH 4-Wire hom/strobe,high cd,white Accessories Wall Strobes BBS-2 Back Box Skirt,Wall, Red ,SR S, trobe,Standard cd,Red BBSW-2 Back Box Skirt,Wall,White SRH Strobe,High cd,Red BBSC-2 Back Box Skirt,Ceiling, Red SRK Strobe,standard cd,red BBSCW-2 Back Box Skirt,Ceiling,White SRHK Strobe,High cd,red,outdood SA-WBB Weatherproof backbox,wall SW Strobe,Standard cd,White TR-HS Trim Ring,Wall,Red SWH Strobe,High cd,White TRW-HS Trim Ring,Wall White Ceiling Horn Strobes TRC-HS Trim Ring,Ceiling,Red PC2R 2-Wire hom/strobe,Standard cd,Red TRCW-HS Trim Ring,Ceiling,White PC2RH 2-Wire hom/strobe,High cd,Red PC2W 2-Wire hom/strobe,Standard cd,White PC2WH 2-Wire hom/strobe,High cd,White NOTE: "High cd"refers to strobes that include 135, 150, 177 PC2RK 2-Wire hom/strobe,Standard cd,red,outdoor and 185 candela settings."Standard cd"refers to strobes that PC2RHk 2-Wire horn/strobe High cd,red,outdoor include 15, 15/75, 30, 75,95, 110, and 115 candela settings. PC4R 4-Wire horn/strobe,Standard cd,Red SpectrAlertO and System Sensor®are registered trademarks PC4RH 4-Wire horn/strobe,High cd,Red of Honeywell International Inc PC4W 4-Wire hom/strobe,Standard cd,White SILENT This document is not intended to be used for installation purposes.We try to keep our product information up-to-date and accurate.We cannot cover all specific applications or KNIGHT anticipate all requirements.All specifications are subject to change without notice.For R more information,contact Silent Knight 12 Clintonville Road,Northford,CT 06472-1610 by Honeywell Phone:(800)328-0103, Fax:(203)484-7118. www.farenhyt.com r Horn and Horn/Strobe Rotary Switch Setting Horn and Horn/Strobe Output(dBA) Setting epe i ion Rate dB LevelSwitch Sound empora orn ig Position Pattern dB empora ig Temporalhorn a wm empora a ium Temporal horn ow empora ow Norma orn ig Non-temporal High Normal horn a wm Non-temporal a ium Normal horn ow Non-temporal ow xterna y coded ig Coded ig Externally coded e wm Externally co a ow Coded Me ium Settings ,and 9 are not Coded ow available on 2-wire horn/strobe. ote: a ings 7, ts,ancl 9 are not available on -wire orn stro e. Two-Wire Horn/Strobe, Standard Candela Range (15-115 cd), UL Maximum Current Draw(mA RMS) Input,Sound Pattern,dB Level 5 5 DC Input, empora, ig DC Input,Temporal, Medium DC Input,Temporal, Low 207 DC Input, DC Input, Input, FWR Input,Temporal, High FWR Input, FWR Input, FWR Input, Non-Temporal, Hig IFWP, nput, jFVVK input, _TW 1—95——0——TOT-_f BT__79—-=_;�Tl Two-Wire Horn/Strobe HIGH Candela Range(135-185 cd), UL Maximum Current Draw(mA RMS) 6- DC Input 135 8 FWR Input 7 185 Temporal, HigriTemporal, High Temporal, Medium Temporal, Medium Temporal, Low 232 292 FWR,Temporal, Low DC on- empora, ig Non-temporal, High Non-Temporal, Medium 2 2FWR, Non-temporal, Medium Non-Temporal, Low 238 5 5 on-tempora, Low I SpectrAlert Advance Dimensions �4.7=y 2.5" Dia. 2.5- 5.6- ° Ceiling-mount horn strobes Wall-mount horn strobes 71- 5.05 �2.23:1 nn Dia. gQ DDoQa 5.98- O O O o b d , C LL Wall back box skirt Ceiling back box skirt SpectrAlert Advance Ordering Information Wall Horn Strobes Ceiling Strobes P2R 2-Wire hom/strobe,Standard cd,Red SCR Strobe,Standard cd,Red P2RH 2-Wire hom/strobe,High cd,Red SCRH Strobe,High cd,Red P2RI< 2-Wire horn/strobe,Standard cd,red outdoor SCRK Strobe,Standard cd,red,outdoor P2RHK _2_wire.horn/strobe,-High_cd,_red,_outdoor--.-_.____— __.—SCRHK--Strobe,High-cd,-red,outdoor--- P2W 2-Wire hom/strobe,Standard cd,White SCW Strobe,Standard cd,White P2WH 2-Wire hom/strobe,High cd,White SCWH Strobe,High cd,White P4R 4-Wire hom/strobe,Standard cd,Red P4RH 4-Wire hom/strobe,High cd,Red Horns P4RK 4-Wire horn/strobe,standard cd,red,outdoor HR Horn,Red P4RHK 4-Wire horn/strobe,High cd,red,outdoor HW Horn,White P4W 4-Wire horn/strobe,Standard cd,White HRK Horn,Red,outdoor P4WH 4-Wire hom/strobe,high cd,white Accessories Wall Strobes BBS-2 Back Box Skirt,Wall,Red SR Strobe,Standard cd,Red BBSW-2 Back Box Skirt,Wall,White SRH Strobe,High cd,Red BBSC-2 Back Box Skirt,Ceiling, Red SRK Strobe,standard cd,red BBSCW-2 Back Box Skirt,Ceiling,White SRHK Strobe,High cd,red,outdood SA-WBB Weatherproof backbox,wall SW Strobe,Standard cd,White TR-HS Trim Ring,Wall,Red SWH Strobe,High cd,White TRW-HS Trim Ring,Wall White Ceiling Horn Strobes TRC-HS Trim Ring,Ceiling,Red PC2R 2-Wire hom/strobe,Standard cd,Red TRCW-HS Trim Ring,Ceiling,White PC2RH 2-Wire hom/strobe,High cd,Red PC2W 2-Wire horn/strobe,Standard cd,White PC2WH 2-wire hom/strobe,High cd,White NOTE: "High cd"refers to strobes that include 135, 150, 177 PC2RK 2-Wire hom/strobe,Standard cd,red,outdoor and 185 candela settings."Standard cd"refers to strobes that PC2RHK 2-Wire horn/strobe High cd,red,outdoor include 15, 15/75, 30, 75,95, 110, and 115 candela settings. PC4R 4-Wire hom/strobe,Standard cd,Red SpectrAlert®and System Sensor®are registered trademarks PC4RH 4-Wire horn/strobe,High cd,Red of Honeywell International Inc PC4W 4-Wire hom/strobe,Standard cd,White SILENT This document is not intended to be used for installation purposes.We try to keep our product information up-to-date and accurate.We cannot cover all specific applications or 0,KNIGHT anticipate all requirements.All specifications are subject to change without notice.For more information,contact Silent Knight 12 Clintonville Road,Northford,CT 06472-1610 by Honeywell Phone:(800)328-0103,Fax:(203)484-7118. www.farenhyt.com f COASTAL engineering co. STRUCTURAL FIELD REPORT #1 To: Barnstable Building Department Project: Cape Gun Works Project No: C18451.00 Location: 96 Airport Road, Hyannis, MA 02601 Date: 12/19/2016 Present on Site: • C. Bateman (Coastal Engineering"CEC") • P. LaRochelle (CEC) • Jason Beaudreault(Williams Building Co.) A site visit was conducted on the date above at approximately 1:45 PM to observe construction progress on the referenced project. The conditions were cloudy with minimal wind. The outside temperature was chilly at around 30 degrees and the inside temperature was moderate. The following is a list of observations and comments noted: 1.) The first floor steel had previously been erected to the specifications as indicated on the plans. The continuous steel columns extended to the roof penetrations have been erected as indicated-on the plans. 2.) The masonry wall construction has begun and the block widths and locations are as indicated on the plans. It was observed that the dowels for vertical rebar were placed with epoxy into the existing concrete floor. The general contractor indicated that the concrete thickness of the floor varied from location to location. It was verified that a minimum thickness of 3"was experienced at all locations. The masonry was staged on new beam lines so as to not impose additional stress on the steel joists below. 3.) There was noticeable vibration in the floor from relatively low loading due to construction materials. It had been previously stated to the owners by the engineers (Coastal)that no heavy machinery is allowed on the existing floor. It seems that this condition is being followed. 4.) Much of the steel framed partition walls had been erected. The rough electrical systems were being installed. 5-.) Footing reinforcement, anchor bolts, and leveling plates were placed and inspected by CEC on March 9th, 2016 with a subsequent post-construction inspection on December 19t", 2016. The footings and reinforcement were installed as indicated on the plans. (See next page for pictures in order of discussion)) �� Qi�CCJ Oileans 1 Sandwich I Nantucket O , , z 1 4 '? Sr Y� Figure 1: First Floor Steel Column and Connection o CCCttt K r - µ g i Figure 2: Masonry Construction yk r A q f �. Ap- Aj into- 1, 'LSa,� - 1Y/19/Y016 Figure 3: Staged Blocks and Minimal Machinery Oriearis Sandwich I_NantucketG1 Mama 0 .. Submitted by: Figure 4: Footing Reinforcement(March 9th, 2016) Gol G� Nicholas (Cole) Bateman, E.I.T. Staff Structural Engineer NTB cc: Williams Building Company, Inc. � 7 Orleans„d Sandwich Nantucket '�O ` Of Massachusetts 'The Construction Testing People -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-4U-7755(Voice)781-438-6216(Fax) Concrete Field Report Report Date 03-11-2016 Report No. 1 Distribution Copy Job Number 19395 Project Cape Gun Work Job #2074, 96 Airport Rd Hyannis, MA Contractor Williams Building Co. WEATHER: TIME: CONTACT: SUMMARY: Transported two sets of cylinders, both sets cast on 03/10/2016 to the lab for testing. GENERAL REMARKS: Inspector'_ > Premium t t Travel Time Hours? Tim® C. Whiffen No REVIEWED BY: William P. Crabtree Our reports are available in PDP form via email. Please email us at reports@utsofmass.com for more information. cc: Williams Building Co., Inc. Michael White Mark Connolly . ; Of Massachusetts 'The Construction Testing People" Page 3 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781.438-6216(Fax) Compressive Strength Report-Concrete Report Date 03-10-2016 Distribution Copy Report No. 1 Job Number 19395 Project Cape Gun Work Job #2074, 96 Airport Rd Hyannis, MA Contractor Williams Building Co. Concrete CO. Cape Cod Redi-Mix FIELD SUMMARY REPORT Total Pour: Interior Footing: E at 3.2, 4.2, 5.2; D at 3-2;D + E at 5.4, D.1 + E.1 at 3.2, D at 4.2 + 5.2, D + E at 5.4 Method of Placement: ❑Pump ❑Chute Discharge ❑ Bucket Other Method Other: Wheel barrel Method of Concrete Consolidation: ®Vibrator ❑ Other Other: Cylinder Fabrication Location: ® Truck Discharge Chute ❑ End of Pump Hose Cylinder Storage: Curing Box Thermal Blanket Hay/Straw 0 Trailer Field ❑ Other In heated building Placement Protection: ❑Thermal Blankets ❑ Heat ❑ None ❑ Other Heated building Slump Specification(in.) 4-6 Number of slumps out of specification reported to If rejected Approved by Remarks: i zi Of Massachusetts 'The Construction Testing People' Page 2 5 Richardson Lane,Stoneham,MA 02180 781-438-7765(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 03-10-2016 Report No. 1 Distribution Copy Job Number 19395 Project Cape Gun Work Job #2074, 96 Airport Rd Hyannis, MA Contractor Williams Building Co. Concrete Co. Cape Cod Redi-Mix Reasonably well-formed Weli-formed cone on Columner vertical Diagonal fracture Side fractures at top Similar to Type 5 cones on both ends, one end,vertical cracks cracking through with no cracking or bottom(occur but end of less than 1 in, running through caps, both ends,no through ends;tap commonly with cylinder Is [26 mm]of cracking no well-defined cone well-formed cones with hammer to unbonded caps) pointed throught caps on other end distinguish from Type 1 Our reports are available in PDF form via email. Please email us at reports@utsofmass.com for more information. cc. Williams Building Co., Inc. Michael White Mark Connolly • o iS Of Massachusetts 'The Construction Testing People' -Page 1 5 Richardson Lane,Stoneham,MA 02180 781-438-7755(Voice)781-438-6216(Fax) Compressive Strength Report-Concrete Report Date 03-10-2016 Report No. 1 Distribution Copy Job Number 19395 Project Cape Gun Work Job #2074, 96 Airport Rd Hyannis, MA Contractor Williams Building Co. Concrete Co. Cape Cod Redi-Mix ALL FIELD TESTS DONE ACCORDING TO ASTM: C-172 C-31 C-143 C-1064 C-231 ALL COMPRESSIVE STRENGTH TESTS DONE ACCORDING TO ASTM: C-39 CLASS CONCRETE: 5000# 3/4" No. Of Sets: 2 CUBIC YARDS: 10 SET 1 LOCATION: Interior Footin : E at 5.2; t " Total unit: Slum in. Lab Size i, Area Date bate - Age Load Load 'Fracture 5 No m. s in. Condition Cast ° Tested Da's Ibs t Air F. 52 f ) ( 4• ) Y ( ) - (Ps. ) '=,`�TYi Conc Temp F 73 G121 4 x 8 12.56 Good 03/10/2016 03/17/2016 7 59,000 4,700 1 Truck No. 51 G122 4 x 8 12.561 Good 03/10/2016 03/24/2016 14 Ticket No. 6631 G123 4 x 8 12.561 Good 03/10/2016 04/07/2016 28 Time 9 00 G124 4 x 8 12.561 Good 03/10/2016 04/07/2016 28 Unit Wt ibs/cu ft G125 4 x 8 12.561 Good 03/10/2016 04/07/2016 28 Air Content(%) 5.3 SET 2 LOCATION: Interior Footin s: D.1 at 3.2 1 Total Unit Slum In. 5 _ t� Lab S'ae �-Area Date ' °Date -T Age Load Load Fracture Air Temp. F. 61 t . No (in.) (sq.in.) Condition Cast Tested 'Days (Ills.) (psi.) `x.Type Conc Temp F 75 G126 4 x 8 12.56 Good 03/10/2016 03/17/2016 7 57,000 4,540 2 Truck No. 84 G127 4 x 8 12.56 Good 03/10/2016 03/24/2016 14 Ticket No. 6639 G128 4 x 8 12.56 Good 03/10/2016 04/07/2016 28 Time 2.00 G129 4 x 8 12.56 Good 03/10/2016 04/07/2016 28 Unit Wt Ibslcu ft G130 4 x 8 12.56 Good 03/10/2016 04/07/2016 28 Air Content % 5.4 GENERAL REMARKS: MRWR Inspector. -' `�� Premium _' ` $ _ Tr---- I �. Name:: ,- - _ < _ ...;�'�. �?:ti '���.?��. '`,Time..;'; Hours c w` i Time, C. Whif fen No Max Day 2.5 Hr(s) REVIEWED BY: Al McGillicuddy FRACTURE TYPES X. x Type 1 Type 2 Type 3 Type 4 Type5 Type 6 I l o International Fireproof Technology, Inc. Paint To Protect M 17528 Von Karman Ave.Irvine,CA 92614 949-975-8588 ICC-ES ESR-3702 Verifies that DC315 Meets Code Requirements Click here to view Report=r AC 456 CCRR Compliant Report (Click here for report) DC If a coating has not passed a full scale test on a manufacturer's foam it 315 applied over Spray Polyurethane Foam (SPF), is cannot be used on that foam;there are no exceptions in the IBC Code! �# an Alternative --Barrier--System— "Section Section 2603.9 Special Approval" as a thermal barrer. To be approved Building Code Fire Performance Requirements for SPF: f as an Alternative Barrier System, DC 315 is applied The International Building Code (IBC) mandates that SPF be separated over a manufacturer's SPF and tested to the criteria of an from the interior of the building by a 15 minute thermal barrier,or other . NFPA 286, UL 1715, UL 1040, or FM 4880 for duration of 15 approved covering. DC 315 passed certified NFPA 286 and UL 1715 test minutes by 'an accredited fire testing facility. Products over a variety of open and closed cell spray applied urethane foams that that pass an ignition barrier tested under were conducted by ISA certified testing facilities. All tests performed comply with the requirements of 2006 IBC Section 803.2.1 & 2009 IBC AC 377 Appendix X are not appropriate alternative thermal barriers and cannot be sed-De endin _ _Section-803.1.2,and Section 2603.9;2012 IBC Section 803.1.2 and Section p _g on..your.particularapplication,- either—ignition" 2603.10 under "Special Approvals for Thermal Barriers over Foam or thermal barriers are required by the International Building Code (IBC). ra Plastics". DC315 is WHI marked and certified via 3 party inspection for ' quality assurance and consistency. Finish_ Flat Alternative 15 min Thermal Barrier Assemblies(e.g.Exposed SPF or SPF I ,Color j Ice Grey with a Thermal Barrier Protective Covering) The assembly must remain in place for 15 minutes during specified large- v.o.c. 79/1. scale fire tests,such as NFPA 286,UL 1715,UL 1040,or FM 4880. Solids By volume 67% Alternative Ignition Barrier Assemblies DC 315 meets the requirements for ignition barrier per AC 377,Appendix X Specific Gravity r 1.30+/-0.05 g/cc Application Equipment Drying Time @77°F & 50% R.H.—To touch 1—2 hours, to DC 315 can be applied by brush,roller or airless sprayer. recoat9if required 2 to 4 hours For maximum yield and coverage spray application is recommended. Flash Point None Sprayers: Reducing or Cleaning Water y Pump: (Graco)UltraMax 695 or equivalent ,d Shelf Life i 1 year from date of manufacture in unopened PSI: 3000 Jcontainers and stored at 10"C to 27°C(50'F to GPM: 1.00 IN, 0"F) Tip: 517-521 or equivalent. 5 Gal.Container Weight 158 lbs. Filter: 30 mesh, removal of filter is recommend from gun and machine Advantages of Using DC315 SPF Hose: 3/8"diameter airless spray line for the first 100'from pump and%"x 3'whip ■ DC 315 is the only 3rd party inspected fire protective coating for SPF Pump: (Graco)TexSpray Mark 5 or equivalent ■ Marked and Listed by Warnock Hersey Intertek W/N 20947 PSI: 3300 • Single coat coverage reducing labor and material costs equaling GPM: 1.35 higher profits ■ Industry leading spread rate Tip: 517-523 or equivalent. ■ Passed CAL 1350-safe for use in schools and high occupancy Filter.- 30 mesh, removal of filter is recommend from gun and buildings machine • Passed strict EPA—V.O.C.and AQMD air emission requirements(for Hose: 3/8"diameter airless spray line for the first 100'from pump all 50 states) and Y"x 3'whip ■ Approved for Incidental Food Contact complies with NSF/ANSI-51 requirements of USDA Pump: (Graco)GMAX 7900 or equivalent ■ Easily applied with a sprayer,roller,or brush with no complicated PSI: 3300 mixing GPM: 2.2 ■ 1 year shelf life Tip: 517-529 or equivalent. ■ Fast and easy clean-up,with no waste and fast turnaround time Filter: 30 mesh, removal of filter is recommend from gun and ■ Compatible with any paintable construction material machine ■ Meets Life Safety Code 101 • Meets LEED's point requirements Hose: 3/8"diameter airless spray line for the first 100' 300' from ■ No formaldehyde pump and%"x 3'whip Pump: (Graco)GH 833 or equivalent DC 315 is the most tested and approved product in the world for use as PSI: 4000 an, Alternative Thermal Barrier Coating System"over Spray GPM: 4.0 Polyurethane Foam(SPF). Tip: 517-529 or equivalent. Visit us at our website www.oainttoarotect.com to obtain acurrent matrix Filter: 30 mesh, removal of filter is recommend from gun and machine of all the manufacturer's foams DC 315 has been tested and approved as Thermal or Ignition barriers in compliance with current IBC codes. Hose: 3/8"diameter airless spray line for the first 100'-300' from pump and%"x 3'whip 7,1 _ ', Prior to Applying DC 315 to Ensure Proper Adhesion: Surfaces must General Safety,Toxicity,Health Data be clean, dry and free of all foreign matter.Adhesion of a coating to SPF Material Safety Data Sheets are available on this coating material. Any requires the foam surface to have a slight profile or texture similar to an individual who may come in contact with these products should read and orange peel. Smooth or glossy foam surfaces must be flash coated with a understand the M.S.D.S. In case of emergency contact CHEMTREC light 3 -4 mils Wet Film Thickness (WFT) of DC 315 and allowed to dry EMERGENCY NUMBER at 800-424-9300. before applying the full application. Flash coating is a quick burst of a primer or DC 315,via airless sprayer over an area needing treatment. We WARNING:Do not allow product to freeze.Store above 10°C(501)at all also recommend flash coating around all pipes and air ducts. times. Product Application WARNING: Avoid eye contact with the liquid or spray mist. Applicators in order to validate warranty and confirm the installation complies with should wear protective clothes,gloves and use protective cream on face, IFTI's best practices Installer must obtain and read all current Installation hands and other exposed areas. documents.Installation documents include Application Guide, EYE PROTECTION: Ventilation Guide and Job Work Report. Safety glasses,goggles,or a face shield are recommended. These,documents can be downloaded at www.painttoorotect.com or by calling IFTI at 949.975.8588. "Job Work Records are an excellent way to SKIN PROTECTION: track your installations and confirm compliance to your Building Official or Chemical resistant gloves are recommended, cover as much of the Authority Having Jurisdiction. in the event of a concern on a job the I exposed skin area as possible with appropriate clothing. installer isable to'provide documented proof of the installation, for this reason 1FTI recommends-using these forms for all thermal barrier jobs:' RESPIRATORY PROTECTION is MANDATORY! Respiratory protective equipment,impervious foot wear and protective Material Preparation clothing are required at all times during spray a lication. I P DC315 must be thoroughly mixed prior to application.Failure to do so will p compromise the materials performance and may create issues with INGESTION:Do not take internally. equipment used for the-application of the product. Mechanical stirring With a high-speed,drill and a paddle'appropriate for the container size is Consider the application and environmental concentrations in deciding if recommended. Material should bestirred from the bottom up making additional protective measures are necessary. sure the bottom and sides are scraped with a paint stick during the mixing process to,ensure all materials.aie completely mixed prior to the Limited Warranty application. Material should be"mixed to a creamy consistency with no This product will perform as tested if applied and maintained according to lumps. Thinning is not usually needed, but if the material has been our directions, instructions and techniques. If this product is found to be exposed to prolonged periods of high temperatures during storage, defective upon inspection by its representative, the seller will, at its evaporation of the water based material may have taken place.Typically option,either furnish an equivalent amount of new product or refund the the liquid level should be about 3 inches from the top of the 5 gallon pail. purchase price to the original purchaser of this product.Seller will not be If the level cf`material is lower,water may be added during the mixing to liable for any representations made by any retail seller or applicator of the address this issue. - product.THIS WARRANTY EXCLUDES(1) LABOR OR COST OF LABOR FOR THE APPLICATION OR REMOVAL OF THIS PRODUCT OR ANY OTHER Temperature and Humidity PRODUCT,THE REPAIR OR REPLACEMENT OF ANY SUBSTRATE TO WHICH Ensure temperature and humidity are within specified limits for THE PRODUCT IS APPLIED OR THE APPLICATION OF REPLACEMENT application. Failure to monitor and compensate for increased humidity PRODUCT, (2) ANY INCIDENTAL OR CONSEQUENTIAL DAMAGES. OTHER may lead to blistering and/or delamination and will void warranty.Obtain LIMITATIONS APPLY.For the complete terms of the limited warranty,go to a ventilation guide prior to commencing installation. Ideal conditions are www.painttoprotect.com. Some states/provinces do not allow the 16°C-32°C(62°F to 90°F)and a maximum of 65%Relative Humidity. exclusion or limitation of incidental or consequential damages, so the above limitations may not apply to you.To make a warranty claim, write Ventilation to Technical Service, International Fireproof Technology, Inc., 17528 Von When spraying in enclosed spaces,regardless of size,adequate ventilation Karman Avenue, Irvine, CA 92614 or email Customer Service at is required to remove excess moisture from the application area.The use otp(u)painttoprotect.com of fans may be required in some cases to ensure a minimum of 0.3 air changes per hour. Prior to starting a job please be sure to download a complete current ventilation guide at www.painttoprotect.com Rev:12/18/2014 5:17 PM Job Work Record Should be Filled Out For Each and Every lob.Completed Work Records Must be Submitted To workrecords@painttoprotect.com Within 10 Days of Job Completion. r :.�.. , + �t '1.`.j"Y,..� �?�i�Fr$ � � "4"� �_ ��`�,3 � ,i� a'`�3��°•�-`"�,' x�' �-v �G.*;*4- e fir- k %'4. ..,,. 3���`rf�k�9°,p 1,n r."I•s'Y F f-'� f - M+a�.L�^�i Y IMES Evaluation Report ESR-3131 Issued June 1, 2010 This report is subject to re-examination on April1, 2012 www.icc-es.ora 1 (800)423-6587 1 (562) 699-0543 A Subsidiary of the International Code Council® DIVISION:07—THERMAL AND MOISTURE PROTECTION containers at temperatures between-550F and 850F (13°C Section:07210—Building Insulation and 290C). REPORT HOLDER: 3.2 Surface-burning Characteristics: The insulation at a maximum thickness of 4 inches (102 LINE-X ACQUISITION, LLC mm) and a nominal density of 0.5 pcf (8 kg/m3) has a 1862 SPARKMAN DRIVE flame-spread index of less than 25 and smoke-developed HUNTSVILLE,ALABAMA 35816 index of less than 450 when tested in accordance with (877)330-1331 ASTM E 84. Greater thicknesses are recognized as www.fine-x.com described in Section 4.3. EVALUATION SUBJECT: 3.3 Thermal Resistance(R-values): The insulation has thermal resistance (R-values), at a FOAM-GUARDTM' 0.5 BY LINE-X mean temperature of 750F(240C),as shown in Table 1. 1.0 EVALUATION SCOPE 3.4 Pyrodyne'rm Fire-Retardant Acrylic Coating: Compliance with the following codes: PyrodyneTm Fire-Retardant Acrylic Coating, manufactured ■ 2009 International Building Codee(2009 IBC) by Coating and Foam Solutions, LLC, is a water-based liquid coating with a specific gravity of 1.29. The coating is ■ 2009 International Residential Codee(2009 IRC) supplied in 5-gallon (18.9 L) pails and 55-gallon (208 L) ■ 2009 International Energy Conservation Code® (2009 drums and has a shelf life of six months when stored in IECC) factory-sealed containers at temperatures between 450F ■ 2006 International Building Codee(2006 IBC) (7.20C)and 75OF(23.90C). ■ 2006 International Residential Code®(2006 IRC) 4.0 INSTALLATION ■ 2006 International Energy Conservation Codee (2006 4.1 General: IECC) Foam-guard"m 0.5 by Line-X must be installed in Properties evaluated: accordance with the manufacturer's published installation ■ Surface-burning characteristics instructions and this report. A copy of the manufacturer's published installation instructions must be available at all ■ Physical properties times on the jobsite during installation. ■ Thermal resistance 4.2 Application: ■ Attic and crawl space installations The insulation is spray-applied on the jobsite using a 2.0 USES volumetric positive displacement pump as identified in the Foam-guardTM' 0.5 by Line-X is used as a nonstructural Line-X Acquisition, LLC, application manual.The insulation thermal insulating material in Type V-B construction under can be installed in one pass to the maximum thicknesses the IBC and in dwellings under the IRC. The insulation is specified in Sections 3.2 and 4.3. The insulation must be for use in wall cavities, floor assemblies or ceiling used in areas where maximum ambient temperature is no assemblies. greater than 140 F (60 C). The foam plastic must not be used in electrical outlet or junction boxes or in contact with 3.0 DESCRIPTION rain, water, or soil. The foam plastic must not be sprayed 3.1 General: onto a substrate that is wet, or covered with frost or ice, loose scales, rust, oil, or grease. The insulation must be Foam-guard TM' 0.5 by Line-X is atwo-component, open-cell, low-density, spray-applied, cellular polyurethane foam protected from the weather during and after application. plastic. The product is a water-blown foam with a nominal 4.3 Thermal Barrier: density of 0.5 pcf (8 kg/m3). The polyurethane foam is Foam-guardTm 0.5 by Line-X must be separated from the produced by combining a polymeric isocyanate (A interior of the building by an approved thermal barrier of component)and a resin(B component).The products have 1/2-inch-thick(12.7 mm)gypsum wallboard or an equivalent a shelf life of six months, when stored in factory-sealed 15-minute thermal barrier complying with, and installed in ICC-ES Evaluation Reports are not to be construed as representing aesthetics or any other attributes not specially addressed,nor are they to be construed 0 O as an endorsement of the subject of the report or a recommendation for its use.There is no warranty by ICC Evaluation Service,Inc.,express or implied,as � 0 to any finding or other matter in this report,or as to any product covered by the report. Copyright©2010 ME =m Page 1 of 3 ESR-3131 I Most Widely Accepted and Trusted Page 2 of 3 accordance with, IBC Section 2603.4 or IRC Section 5.0 CONDITIONS OF USE R316.4 (2006 IRC Section R314.4), as applicable. The Foam-guard TM 0.5 by Line-X described in this report Thicknesses of up to 7 inches (178 mm) for wall cavities complies with, or is a suitable alternative to what is and 11 inches (279 mm)for ceiling cavities are recognized specified in,those codes listed in Section 1.0 of this report, based on room corner fire testing in accordance with subject to the following conditions: UL 1715. 4.4 Attics and Crawl Spaces: 5.1 The insulation must be installed in accordance with the manufacturers' published installation instructions, 4.4.1 Application with a Prescriptive Ignition Barrier: this evaluation report and the applicable code. The When Foam-guard TM 0.5 by Line-X is installed within attics instructions within this report govern if there are any or crawl spaces where entry is made only for service of conflicts between the manufacturers' published utilities, an ignition barrier must be installed in accordance installation instructions and this report. with IBC Section 2603.4.1.6 or 2009 IRC Sections 5.2 The insulation must be separated from the interior of R316.5.3 and R316.5.4 (2006 IRC Sections R314.5.3 and the building by an approved 15-minute thermal R314.5.4), as applicable. The ignition barrier must be barrier,as described in Section 4.3. consistent with the requirements for the type of construction required by the applicable code, and must be 5.3 The insulation must not exceed the nominal density installed in a manner such that the foam plastic insulation and thicknesses noted in Sections 3.2,4.3 and 4.4 of is not exposed. Foam-guardTm 0.5 by Line-X as described this report. in this section may be installed in unvented attics under the 5.4 The insulation must be protected from the weather IRC, under the conditions noted in IRC Section R806.4. during and after application. 4.4.2 Application without a Prescriptive Ignition Barrier: Where Foam-guardTm 0.5 by Line-X is installed 5.5 The insulation must be applied by contractors certified without a prescriptive ignition barrier in attics and crawl by Line-X Acquisition, LLC. spaces, in accordance with this section, the following 5.6 Use of the insulation in areas where the probability of conditions apply: termite infestation is "very heavy" must be in ■ Entry to the attic or crawl space is only to service utilities accordance with IRC Section 318.4 (2006 IRC and no storage is permitted. Section R320.5)or IBC Section 2603.8,as applicable. ■ There are no interconnected attic or crawl space areas. 5.7 The insulation has been evaluated only for use in Type V-B construction under the IBC and nonfire- ■ Air in the attic or crawl space is not circulated to other resistance-rated assemblies in dwellings under the parts of the building. IRC. ■ Under-floor (crawl space) ventilation is provided in 5.8 Jobsite certification and labeling of the insulation must accordance with IBC Section 1203.3 or IRC Section comply with IRC Sections N1101.4 and N1101.4.1 R408.1,as applicable. and IECC Sections 303.1.1 and 303.1.2 (2006 IECC ■ Combusion air is provided in accordance with IMC Sections 102.1.1 and 102.1.11),as applicable. (International Mechanical Code®)Section 701 5.9 A vapor retarder must be installed when required by Foam-guardTm 0.5 by Line-X may be spray-applied to the the applicable code. underside of roof sheathing and/or rafters; and the 5.10 The insulation is produced in Cartersville, Georgia, underside of wood floors and/or floor joists in crawl spaces under a quality control program with inspections by as described in this section. The thickness of the foam Quality Control Consultants, Inc. (AA-727). plastic applied to the underside of the wood floor and roof 6.0 EVIDENCE SUBMITTED sheathing must not exceed 111/4 inches (286 mm). The thickness of the spray foam insulation applied to vertical 6.1 Data in accordance with the ICC-ES Acceptance wall surfaces in attics and crawl spaces must not exceed Criteria for Spray-applied Foam Plastic Insulation 73/8 inches (187 mm). The foam plastic insulation must be (AC377),dated November 2009. covered with Pyrodynel Fire-Retardant Acrylic Coating, 6.2 Reports of room comer tests in accordance with described in Section 3.4, applied over the insulation in UL 1715. accordance with the coating manufacturer's instructions and this report. The coating is applied by airless sprayer, 6.3 Reports of tests in accordance with Appendix X of brush or roller at a rate of 1 gallon per 88 square feet AC377. (0.47UM2). The coating has a minimum two-hour curing 6.4 Reports of tests in accordance with ASTM E 283. time. Surfaces to be coated must be dry, clean, and free of dirt, loose debris and any other substances that could 7.0 IDENTIFICATION interfere with adhesion of the coating. BPL Foam-guard- Components for Foam-guardTm 0.5 by Line-X are identified 0.5 by Line-X, as described in this section, may be with the manufacturer's name (Line-X Acquisition, LLC), installed in unvented attics under the IRC under the address and telephone number; the product trade name conditions noted in IRC Section R806.4. (Foam-guardTm 0.5 by Line-X); use instructions; the 4.4.3 Use on Attic Floors: Foam-guardTm 0.5 by Line-X density;the flame-spread and smoke-development indices; may be installed at a maximum thickness of 73/a inches the evaluation report number(ESR-3131);and the name of (187 mm) between joists on attic floors. The insulation the inspection agency(Quality Control Consultants, Inc.). must be covered with PyrodyneTm Fire-Retardant Acrylic Each pail of PyrodyneTv Fire-Retardant Acrylic Coating is Coating applied as described in Secion 4.4.2. The labeled with the manufacturers name (Coating and Foam insulation must be separated from the interior of the Solutions, LLC) and address; the product name; and use building by an approved thermal barrier. instructions. " ESR-3131 I Most Widely Accepted and Trusted Page 3 of 3 TABLE 1—THERMAL RESISTANCE(R-VALUES) THICKNESS(inch) IR-VALUE(°F•ft2•h/Btu) ASTM C 518 TESTED VALUES 1 3.85 4 14.40 CALCULATED R-VALUES' 3.5 12.5 5.5 19.6 6 21.4 7.5 26.7 8.75 31.2 10 35.6 11 39.2 104 40.5 For SI: 1 inch=25.4 mm;1°F•ft2•h/Btu=0.176 110°K•mZM/. 'Calculated R-values are based on tested K values at a 4-inch thickness. OF THE r, Town of Barnstable Regulatory Service Director Richard Scali �,► Regulatory Services * * Consumer Affairs Supervisor * BARNSTABLE, Licensing Division Elizabeth G.Hartsgrove MASS. 1639. 0� 200 Main Street, Hyannis, MA 02601 prFD MA'I A, www.town.barnstable.ma.us Consumer Affairs Administrative Officer Assistant Telephone: 508-862-4674 Fax: 508-778-2412 Therese Gallant Margaret Flynn January 6, 2017 Maloney Realty Trust The Embassy Inn 98 High School Road Hyannis, MA 02601 RE: NOTICE OF 2017 LICENSING RENEWAL DISCUSSION The Barnstable Licensing Authority was made aware at their December 28, 2016 public meeting by the Licensing Division that there are outstanding compliance issues at the Embassy Inn located at 98 High School Road, Hyannis which prevented the necessary signoffs from various town divisions. The Authority unanimously agreed to continue consideration of the 2017 license renewal and invite you to their next regularly scheduled public meeting on Monday January 23, 2017 at 9:30 a.m. or as soon thereafter as practical, in the second floor Hearing Room, Town Hall, 367 Main Street, Hyannis to discuss the issues preventing mandatory divisional sign-offs as well.as determine if further action should be taken. 1 If you have any questions regarding this matter please do not hesitate to contact this office. Respectfully, Elizabeth G. Hartsgrove Consumer Affairs Supervisor Cc: Barnstable Licensing Authority Richard Scali, Regulatory Service's Director Lt. Murphy/CAO Gallant, Barnstable Police Department Dean Melanson, Hyannis Fire Chief Paul Roma, Building Commissioner Thomas McKean, Public Health Director Robin.Anderson,_Chief Zoning Enforcement Officer .,�ffrey-Lauzon, Chief Building Inspectors 3 /7- �►cT � o NTM � TARGET E- March'22;2017 Mr Toby Leary' Cape Gun Works 96:Airport Rd. IIyannis,MA 02607 Bear Mr.Leary Action Target certifies that the'Cape'Gun Rangc js designed to contain rifle rounds and has been installed per design. When:used in accordance with the design and regular.maintenance is performed,rounds will be contained in the range area:. Sincerely, l3rtan arulc rs Project Manager CORPOK SEAL DELA ARE. i BETTER EQUIPPED-BETTER PREPARED: 9 3411:5 Mountain Vista Pkwy,Provo,UT 84606 / t-801.377.8033 801.377,80H J ACTIONTARGET;COM: SAVED:2016-02-25 09:23:28 BY:MSTICKLER AT:S:1RDT(drafting)1PROJECTS1OpenlCape Gun WOfkSICAD_WorkinglCape Guri Works=99%v2-SUBMITTAL.dwg i I o _ . .. it . - 0 1 0 ... it CI I II., O I y if _ III .. I I O - if 41 .� - ITI n 1 1 m 4J ILI z rNl m _ m o _ O o 0 D II _ O w a= { — w r � I � L7 w 7-0 3 3 O. a II .. 3 If w 1 il, . I I 51 w if JI it n 0 A b Z T p ' - m - Z C) N H--. ZDco m i4CT 0 NTM oy �/ 1' v O N N [Dv � m rh A' rh m � � �, o � TARGET•:. O 'V z Q Z m ^ �r m C fn z 8 hn r^ m S C rn n z . . O m O m UI r 1/ r�ji QIn, D Z ` A D C 3 C9. m m D m x to C m —� c P O Box 636,Provo UT,84603 V N N m m Z D. " Office:(801)377-8033 i Fax:(801)377-8096 www.ActionTarget.com � xxxxcn ZD D D m D r The use of these plans shall be restricted to the original project site for which they were prepared. O Q ffn m m i x Z � Publications expressly limited to such use.Re-use,reproduction,or publication by any method In whole . ra o D ro x m or part is prohibited.drawings and designs remain the property of action target inc,without reservation. or O1 to In IT) Ill m fn Action Target Inc.2016 All Rights Reserved SAVED:2016-02-25 09:23:28 BY:MSTICKLER AT:S:\RDT(drafting)\P.ROJECTS\Open\Cape Gun WorksICAD_Working\Cape Gun Works-99%v2-SUBMITTAL dwg. 0 m��'. .. �m0 .. - l N { o_ ... T o . {N =D. - m� t . yZ - z IM O 'r{ m o r r ' y o at01-0 o ' OD � Zm� . m�.. { Dip (nZ =3 � m z ZCO N m m -n O. - .. O.k- - U) Z O - Z - .. rn - .. .. D m . z" 0 ----------- D AC TIONTM A o o 1 1 V Z / M. N m _0 Q Cn m T�R G E T Z 1 cy \ /� m m 5 C g 3 ® Z m z a c cn z W z O m 3 m 3 z a o Z �_. o m a m m D Z M r_ x D'� C 3 > A D m C m -( c P O Box 636,Provo UT,84603. " m m z D• " OfFce:(801)377-8033 Fax:(801)377 8096 www:ActionTarget.com „ xxx � cn - D D D m D .r. The use of these plans shall be restricted to the original project site for which they were prepared. O 0 q Z � Publications expressly limited to such use.Re-use,reproduction,or publication by any method in whole \n o D ro 7mJ xl = m of part is prohibited.drawings and designs remain the property of action larger inc.without reservation. In Actlon Target Inc.2016 All Right Reserved rn m rTl (T m m m T f/) SAVED:2016-02-25 09:23:28 BY:MSTICKLER AT:S:\RDT(drafting)\PROJECTS\Opert\Cape Gun Woks\CAD_Working\Cape Gun Works-99%v2-SUBMITTAL.dwg - 15'81I2'l 13'9 3/8" � T o' O - - - z cn D D .O. O. V - r- O O a A . A M �. rn z m m n .z z x -mt. -mt.- 0 0 z z —170 m z _ x . z F_ rn 00 0 rm oz m D Z O. C " q. m.> O0 .. .. -. � m — T MU O ,Zl Cn 2 M. 0 z M z------------- 3 _ 3. m m o - CD ACT ® ■ —" �®1 n CO CO 7M. A z 2 1 D 1 t 1 N m C rn - O " N z m N � m m TARGET' v ;OM 8 m . "o C.: tY" �10'7. "z D Z m m - * > M ti zj N O1 MI m D m L C m - --) c P O Box 636,Provo UT,84603 A O + m < m al D 0 D Office:(801)377-8033 Fax:(801)377-8096 I www.AclionTarget.corn z v 2 = x M > r, The use of these plans shall be restricted to the original ro'ct site for which the wereprepared.Z .. NDDDmD pale r " N iv 17 m m r0n 2 z �" - Publications expressly limited to auch use.Re-use,reproduction,or publication by any method in whole —Dj NO '1 M M C) m or part is prohibited,drawings and designs remain the property of action target Inc.without reservation. O1 o fn cn m m rn -n o .. Action Target Inc.2g16 All Rights Resenoed ". o .3 F m U d`v .. .. - - .. E . - 501. �. o `off 1 m 1. 1 ------------ 3 t - S. 1 i 1 � �a. fn 1 t' t - - - e On I FIRING' rn (_ LINE : .. _ I ;TAR ET p U e - 11'-07li6" 75'0" __- e__e_s___� �—e____ __m �i APPROX. [25 YARDS]_ .. PROJECT STATUS o- "o ae _m 108'-0, a �1 RANGE SECTION: 99% SUBMITTAL .. .. S01. SCALE-3/16•=11-01' .. _ O PROJECT NAME . p STRUCTURE MEMBER TO MEET CAPE GUN WORKS C PROVIDED WEIGHT LOADS VERIFY CONNECTION METHOD. c, -BY OTHERS DROP CEILING BY OTHERS n -BY OTHERS SAFETY CEILING FIXED BAFFLE(TYP.) 20"RIGID LEG ANT ROW -BY ACTION.TARGET -BY ACTION TARGET -BY ACTION TARGET Project Manager. BRIAN SANDERS ti BY ACTION TARGET I- - SEE Z511.1 - SEE Z51.1.1 ' SEE'Z531.7 - SEE Z511.1 Territory Manager. MATT BINKERHOFF w _ Project Engineec. :JEREMY HADERLIE Dr By a JAMIE HADERLIE Approved By: JEREMY HADERLIE m. Origination Date: 7-20-2015 'f2 - - o No BY REVISION DATE 1 MFS MULTIPLE UPDATES. 1-20-16 .66 .. 2 MFS RESIZE RANGE 1 1 25.16 w NI: .. ... MANCOM TOUCH„Ne GO' i -BY ACTION TARGET } y io SEE Z531.7 10.to 0 . 03 CD i+Ni' Zo p p, _ - TRAJECTORY LINE - C6 w . - H. m m m tl m0 / _ m � a n CV _ - - p - m cq Lu .. _ _ ••I .. ` � I SHEET NAME L \ FIRING STALL WALL SYSTEM TARGET TOTAL CONTAINMENT TRAP''VAD FZANGE: SECTION LINE -BY ACTION TARGET LINE -BY ACTION TARGET SEE Z586.1 SEE Z524.1 DRAWING NUMBER 20=10 314" FRONT 7 1'013/16" ^V2 009 RONTOFTRENCH' i' r z FIRING LINE SECTION1 TRAP SECTION 501-. SCALE,1/z- GALE. ._17 - : SHEET NUMBER 301 . 1 _ •.. .. _ - .. - SCALED FOR OR AT 33 X J�IGINAL DRAWING d of .. .. rn t o c erg 0 0 00 Al ,'�q _ o o . m— m_ _________________---______ �- li _ SysLL a 1 to fN / i." x ED 4 I �i { 1 X q ID }I I Q0. oCL a ¢ o c PROJECT STATUS 9 9%SUBMITTAL Y BASEMENT.SECTION . .. O SCALE'_5/16_.=.1.Q. .. I. _ - - _ - .. PROJECT NAME' . .' CAPE GUN WORKS p FLOOR PENETRATION FLOOR PENETRATION -By OTHERS BY OTHERS.' c SEE Z106 d SEE"Z106' a � . p - - ProjectMenager. BRIAN'SANDERS > - -Territory Manager: " MATT BINKERHOFF Project Engineer: JEREMYHADERLIE ... Q Drawn By: Approved By: JAMIE HADERLIE JEREM _ origination Date: 7-20-2015 12, > %i FAN MOTOR.� No "BY° REVISION' DATE p ." - .. ... -BY'ACTION".TARGET {L--"; - . MULTIPLE UPDATE 1-20-16 2 MFS RESIZE RANGE 19 1-25-16 I " w \ U - H MANIFOLD AIR _ INLET NPT \ y .. ( TH o BO ENDS). \`' m' TARGETdo w BY A y r,. N J_ .. - A R a ' tI bi. .. a 'm - Z _ .. _ // .. \ / v COVERED ACCESS o CLEAN AIR PLENUM r .N \ / o (OPTION OUTLET AREA) /, o HOPPER. D.O.T.APPROVED. j' - - CANISTER . . I ( FO RKLIFTACC ESS SHEET NAME REQUIRED -BY OTHERS .. BASEMENT ;`" ;; i D.O.T.APPROVED CANISTER." SECTION FORKLIFT ACCESS REQUIRED -BY OTHERS ' . ol - .. - DRAWING NUMBER. . . . .. • 16 200 97 ' (:7) TRAP SECTION . a _I_o .. - NUMBER---------",.. ._ .. 301. SCALE-112' .. SHEET LSCALED FOR ORI U ] " r r ! SAVED:2016-02-25 09:23:28 BY:MSTICKLER AT:S:\RDT(drafting)\PROJECTS\Open\Cape Gun Works\CAD Working\Cape Gun Works-99%v2-SUBMITTAL.dwg Cm 79 3 9/16" , -. T .. - m L7 ;A- 8'5 5/16 71-7 15/16", 70'-1 3/8" 66 11 3/8 64 3 1/8 8'515/16" 56'-10 5/16" la 53'-8 5/16" t 4T-6e - 10 315/16 ; -- 44.4 9'101/16" " 38 7 11/16". p 35-715/16" 32 515/16" rn " rn 6 ci 24-8 718" Z 20-8 3/8" --IT-6 318" — — -- 8'1 3/16 _i q. .. - 5-4 1/16" 1 9 3/8" mm 00" i FRONT OF TRENCH Z � � MCT1 O N n - o ^.. TM a D m y M Atm �rn1� 8-0p TAR _ m m rnrn ! m C n .. _� .. 0 m m m Z .m my CC > > m P� m C m c P O Box 636,Provo UT 84603 .� 3 m j z z D rn Office:.(801)377-8033 Fax:(801)377-8096 1 wy".ActionTargetxom r = _ _ y r The use of these plans shall be restricted to the original ro ect site for which the were prepared. O DDDmD .. pp.i r pPa O m 0 M Z PuWcat6ns expressly limited to such use.Reuse,reproduction.or publication by any method in whole N A In M 2 m or part is prohibited drawings and designs remain the property of action target Inc.wit out reservation. m m r—!R r r , ;o 'Action Target Inc.2016 All Rights Reserved ohmmm -nrn ao � o1.o : �a CO 0 o,; v � as m m CABLE HANGER °n— m n W BY ACTION TARGET a o m .41 JOINT STRIP B ACTION G TEFL BAFFLE PLATE Y CT TARGET -BY ACTI ON TARGET a s tr STRUT O m m _BY ACTION TARGET a m it . JOINT STRIP BAFFLE FURRING PLYWOOD FASCIA E m 1 En B.O.S.' BYACTION TARGET Z PURLIN WITH ACOUSTIC TILES w - -BY ACTION TARGET -BY ACTION TARGET CID q o o 3 % Lan a C1 8' SAFETY CEILING @ 0° PROJECT STATUS 0 AZ511.1 SCALE-I-I/Z•-I'-D�. to 99% SUBMITTAL .Y - _ - 31 CABLE HANGER o -BY ACTION TARGET: = ANGLE BRACKET: ANGLE BRACKET r PROJECT NAME w -BY ACTION.TARGET "-BY ACTION TARGET -BY ACTION TARGECABLE T 3 JOINT STRIP ON J ' -BY TARGET .. C 0 1. B.O.S. . CAPE GUN WORKS m ` _. ..JOINTSTRIP' - -to JOINT JOINT STRIP' WOOD FURRING -BY ACTION TARGET BY ACTION'TARGET BY'ACTION TARGET JOINT STRIP a -BY ACTION TARGET Project Manager." BRIAN SANDERS. O. PLYWOOD FASCIA..: /' .- _. - .1erntory Manag r. c> WITH ACOUSTIC TILES MATT BINKERHOFF w -BY ACTION TARGET : ProjectEngfnee JEREMY HADERLIE O STEEL BAFFLE PLATE'. D awn.e �. •. v: g BY ACTION TARGET - approved By: JAMIE HADERLIE aJEREMY HADERLIE C _ .- - inaficn Date:. STEEL BAFFLE PLATE ' g 7-20-2015 v` .` - E - STRUT BY AC STRUT . - .. . -BY ACTION ON TARGET p - TION TA .. -BY ACTION TARGET (No BY. REVISION DATE - RGET o ` -- - - 1 MFS MULTIPLE UPDATES 1-20-16 ��`4' TYPICAL BAFFLE @'.30 �3� Z51., 4' ANT' BAFFLE @ 300. RANGE 1 1-25-16 2' MFS RESI2E RA $GHEE- -I/Z'=I'.-0' Z 111.1:. SCALE-I-I/Z'=I'-0" uJ - U - _ - N 2"x2"x1/4"ANGLE BRACKET 0° -BY ACTION TARGET N CONCRETE WEDGE ANCHOR o (CONNECTION WILL VARY PER WALL MATERIAL) N. BY ACTION TARGET ID NUT&BOLT N A CABLE HANGER. ANGLE BRACKET JOINT STRIP -BY ACTION TARGET o BY.ACTION TARGET BY ACTION:. BY ACTION TARGET �- w TARGET I SHEET NAME D FURRING) JOINT STRIP BY ACTION TARGET . BAFFLE PLATE FIXED BAFFLE. BYACTION.TARGET (WOO FU G): STEEL BAFFLE PLATE JOINT STRIP BY ACTION TARGET BY ACTION TARGET . DETAILS STRUT SHIM - ACTION TA -. DRAWING NUMBER -BY ACTION TARGET BY A TARGET' 2' ANT BAFFLE @ 300 5 BAFFLE TO WALL CONNECTION., 1.6-2-0097 ." -1- - ALE-fi o Z511.1 ...SCALE I/Z' I'0' Z511.1 SC I'=D"' .. '. .. - - .. SHEET NUMBER - Z51 1 .1 SCALE OR OR r SAVED:2016-02-25 09:23:28 BY:MSTICKLER AT:SA RDT(drafting)\PROJECTS\Open\Cape Gun Works\CAD Working\Cape Gun Works-99%v2.-SUBMITTAL.dw' 5. D D - r h r = r _ rn r -- - O m °c�O .. .. III I . " �. .-.. . 1 � moa .DO mD-' w _ DoC_fl ., oPbf=D DOO�; U ' .. 2., 5/1r�C6O . ♦ �jOZcm <cn -ImOlIDm o 0, zu z<n z m -im c ZZ; D — A O m vo rn m r 0 mrrn o a)rn� rn zmm A(7 T 0 r mrrn 0'-0 1/2 "" MIN. r0 n. Z� m_M TQ FRONT OF WALL NOTCH 0m z ° > C: iT I�► ..- . TM N mom � n m _ O p zco m TA z o o fi 3 z Oo z — P O Box 636,Provo UT,84603 z omf - . .. x 2 x q D D D IT! D I- The use of these plans shall be restricted to the original project site for which they were prepared. N ru G m m m 2 z Publications expressly limited to such use.Reuse•reproduction•or publication by any method in whole . u! > O A ;U O m or part is prohibited.drawings and designs remain the property of action target inc.without reservation. 0 m rn m -n co Action Target Inc.2016AH Rights Reserved - �t ~ 0 o 0 ; a may C. CABLE HANGER -BY ACTION ET _ ogLL dos B N TARGET At L. . awry a?;S " MIN 112"DEEP x 17"WIDE N m m WALL NOTCH TO - RECESS TRAP FLARE m m E 2"x2"x1/4"NGLE BRACKET ;. W -BY ACTION'TARGET z: v ALL DEFLECTOR PLATE H '� y. ¢ (FIELD TRIM TO FIT) U. _ a BY ACTION.TARGET Q' SEE Z519.6 . m —, — i N _ _ ... >' _ . TCT VER 4 rn .. g . . . . - TRAP PLATES - DECELERATION CHAMBER _6 - -°n _ - ,'o: TRAP SIDE IMPACT PLATES. YACTION TARGET _ ..� -BY ACTION TARGET y. BY ACTION TARGET O m s a °Y _ 'B Z. - -� - - PROJECT STATUS. a o: - Cx 99% SUBMITTAL a o. TRAP PLATES DUST COLLECTION I " -BY ACTION TARGETo DUCT ON OPTIONAL ¢ - PROJECT NAME DUST COLLECTION UNIT o - ,'a: .. P -BY ACTION'.TARGET; " :.CHAMBER LEGS' - TRAP PLATE LEGS ",o _BY ACTION TARGET -BY ACTION TARGET G p KS c7 a 1 6O') DOT APPROVED CANISTER OR CAPE GUN WORKS m y ��- , BY AOCT ON TAR ETONVE sz1. OR SYSTEM. s c - o., z a ACTION TARGET .., n LDER szc O' - • � _ - Project Manager. szl: BY AC szt. - 5z1. . n BRIAN SANDERS Territory Manager. MATT BINKERHOFF. : Project Engineer: JEREMY HADERLIE d — NCH CONCRETE WEDGE ANCHOR v even y FIELD CUT THE N Approved By: rn -BY OTHERS BY ACTION TARGET HADERLIE 4 W. M �. Y 7-20-2015 JEREM Origination Date CD zo 0 NO .BY REVISION` DATE N _ 1 MFSMULTIPLE UPDATE 1 20 16 2 MFS.: RESIZE RANGE 1' 1-25-i6 1'0' [�'TOTAL CONTAINIMENT TRAP (4 UP 4 DOWN CONFIGURATION) SCALE-I'=I'-0" - .. U u — y .. . 1/2"0 x 5"CONCRETE Co. 1/2"0 x 5"CONCRETE WEDGE ANCHOR WEDGE ANCHOR N -BY ACTION TARGET -BY ACTION TARGET rn N 1_ i N y - - SHEET NAME TOTAL. 0 - C _. TA NMENT T $ . . N CONTAINMENT DETAILS P N 7* 3/8"0 x 3 112"CONCRETE 0 x WEDGE ANCHOR .,_. 3/8" - DRAWING NUMBER WEDGE ANCHOR TARGET i. -BY ACTION TARGET — BY ACTION �� � 0097 2 1/2"[0.061 2 112"(0.06] 2 1!2"(0.06] 12 1/ • : _ NOTE: SHEET NUMBER. CHAMBER FRONT FOOT CHAMBER REAR FOOT CHAMBER Fool CENTER TO BE oFFser S -6 _ - _ 2 TRAP FRONT FOOT MIDDLE FOOT 6 3 L 2t. calE '0' 621 SCALE 6- I'0" 621. SCALE 6" I'0' 621. SCALE-6'-I'0' RIB CENTER/T FOOT CENTER, / 1 1 (RAN GE LEFT TO RIGHT)FROM CHAMBER RAP F R BY 3 8". , T 22'X3d'SCALED FOR ORIGINAL DRAWING A _ o o . t . 3 I Z531.1 � m I O` U m•Ec I I _ I j. � - ♦ o_ r�m 3/8"ALTHREAD O ( ' 1 1. ° BY ACTION TARGET Ip I �: I 1 1:0. ' O° SDID I ZIE VARIES)LEG a o STRUT RUN FULL WIDTH OF ° BY ACTION TARGET RANGE FOR MDU SUPPORT P. 1 END TROLLEY STOP' - -BY ACTION.TARGET. _ o I n! TROLLEY BUMPER. -BY ACTION TARGET I ® 1 ^ -♦ BY ACTION TARGET W BY ACTION TARGET t 1 oI I" ® I s m. o I v _ ¢ r _ — LL 1 �t m SRET TROLLEY MIN.18" - m ♦ T ♦ SRET MDU TROLLEY BUMPER STOP SRET TRACK OLLEY m 2 r9 s BY ACTION TARGET BY ACTION TARGET.. 6Y ACTION TARGET SEE PLANS FOR _ .. ACTUAL LO N - ARGE -BY ACTION TARGET STRUT SUPPORT BRACKET c TARGET TUA CATIO o� s"o' Z. N.F BY ACTION.TARGET zs3LI. zs3LI .. IDLER TENSION ACTION TARGET'" p ° a J - I .. ,. _ PROJECT STATUS � S-RET SECT 0. ION VIEW. - 99% SUBMITTAL I SLOTTED STRUT 'VARIABLE ANGLE PROJECT NAME : . . JI MOUNTING BRACKET BY ACTION TARGET . . BY ACTION TARGET SRET TRACK SHIELD ? . Ant ROW o D'. ..- -BY ACTION TARGET /� pI� BY ACTION TARGET." CAPE GUN WORKS:. IDLER PULLEY END . --------------- --- BY.ACTION TARGET - .. Cx . . x2"x1/4"ANGLEBRACKET� __ O BY'ACTION TARGET Manager Z, ; Project M BRIAN SANDERS y- MATT"BINKERHOFF - Territory Meneger. W. • MAX.36" Protect engineer. JEREMY HADERLIE SEE PLANS FOR CONCRETE WEDGE ANCHOR. Drawn By:,. JAMIE HADERLIE ACTUAL LOCATION. (CONNECTION WILL VARY JEREMY-HADERLIE m PER WALL MATERIAL). Dngmabon Date: -BY ACTION TARGET 7 20 2015 IDLER TENSION ADJUSTMENT zi BY.'ACTION.TARGET No' BY. REVISION DATE �' I" CABLE HANGER / " 1. E BY ACTION TARGET 5i ALE RNATE ,. T TO WALL CONNECTION a MFS MULTIPLE UPDATES 125-16- END SECTION I; zs31.1 � STRUT .. 531. SCALE-W._I.-D.. ¢ VARIABLE ANGLE 2"ANGLE BRACKET w MOUNTING BRACKET. -BY ACTION TARGET Y -BY ACTION TARGET - cr N STRUT RUNNING FULL WIDTH OF RANGE. 3/6"ALTHREAD SPRING NUT CONCRETE WEDGE ANCHOR r, BY ACTION TARGET BY ACTION TARGET MDU BY ACTION TARGET (CONNECTION WILL VARY n SRET MDU s 6 BY ACTION TARGET NO. SPRING NUT SPRING NUT. -BY.ACTION TARGET zs3LI zssLl PER WALL MATERIAL) BY ACTION TARGET IN.' 0 -BY ACTION TARGET -BY ACTION TARGET STRUT RUN FULL. _ •. II - t 2"x2"x1/4"ANGLE BRACKET N WIDTH OF RANGE CROSS RANGE STRUT U J" 4 O STRUT ON BAFFLE FOR MDU SUPPORT BY ACTION TARGET BY ACTION TARGET -BY ACTION TARGET -BY ACTION TARGET cwO SRET TRACK LEG BASE SPRING NUT ----.- - ---- -- - - -- - ---- -"---- -BY ACTION TARGET o SRET TRACK LEG -BY ACTION TARGET > ®O II MOUNTING BRACKET ❑oil ---- ------I ----------- ----------- --- ------- SHEET NAME N BY ACTION TARGET -- --_-=__ - _____ lull . SRET TRACK LEG OII SRET TRACK -BY ACTION TARGET SRET TRACK LEG Y TION TA T SOLID STRUT -BY ACTION TARGET -BY ACTION TARGET B 'AC RGE SRET DETAILS ION TARGET SRET TRACK -BY ACT ET STRUT SUPPORT BRACKET �� I•--•I 1. _ I,- .� � O -BY ACTION TARGET.' DRAWING NUMBER STRUT SUPPORT BRACKET BY ACTION TARGET 3/6"x,-,/4"BOLT 16-2-0097 ` -, ACTION • BY ACT TARGET VARIABLE ANGLE RIGID CONNECTION FRIGID LEG DETAIL' STRUT TO S-RET RAIL CONNECTION 5' TRACK CONNECTION 6 STRUT TO WALL CONNECTION. SHEET NUMBER 531. SCALE-S=I'i-D' 531. $CALF 3'=I'-D" 531. SCALE-6':I'-D" 531. SCALE-6'-=I'-D^ S31. SCALE-6-=I'-0' .. LOOKING TOWARDS SHOOTER Z531 It 1 . ' � . ----------I L SCALED FOR ORIGINAL DRAWING AT 22'X34' ry ;a 0 1. 0 B .1, B 1 A B B A B 8. A B' B - sal e - l °. )Y° ° © ° ° © ° ° : 0 8 F 2.2 a'g J � m ENDPLATE s� ' - �. v BY-ACTION TARGET LL J S to - - <n E A a C")' : - -an .. 10 " .. an sal SCREW CONY ma ., EYOR. DETAILS 0 c - .. .. G TO ANGLE TO TRAP PROJECT 7U GASKET PRO T STATUS CHAMBER PLATE a "-BY:ACTION TARGET - ' -BY ACTION TARGET2X2 ANGLE '. rn -BY ACTION TARGET ATTACHMENT PLATE 99% SUBMITTAL LCY. ACTION Y IO TARGET B SCS COVER ' -BY ACTION TARGET -- --- -- ----- .... � PROJECT NAME LIE 2 LAYER FOAM GASKET j -BY A( TARGET + TROOGH LIP U O a -BY ACTION TARGET.'' CAPE GUN WORKS U MOUNTING BRACKET,' e -BY ACTION TARGET' m ___-- ^_._` _ Project Manager. BRIAN SANDERS Territory Manager. v MATT B NKERHOFF Project Engineer: - EREMY HADERLIE Drawn By: JAMIE HADERLIE 6. Approved By:, JEREMY HADERLIE m No BY REVISION' .DATE F= .1 MFS MULTIPLE UPDATES 1-20-16 .� ---- -------------------------------- 2.. MFS RESIZE RANGE I' 1-26-16. _ _ ----- a SCREW CONVEYOR ATTACHMENT PLATE (A) SCREW CONVEYOR,HANGER PLATE (B) w E SCALE 6 sal. s�A E.-6 _1 D TROUGH SECTION VIEW N TARGET .. .SCALE-6•a 1'-0- s. CONVEYOR TROUGH -BY ACTION TA T m 3/8"x1 3/4"HEX BOLT. 2 LAYER FOAM GASKET DO -BY ACTION TARGET IN -BY ACTION TARGET - o 3/B"x1.1/4"HEX BOLT BY ACTION TARGET N MOUNTING BRACKET A. HANGER BEARING BYAACTION TARGET o' -BY ACTION TARGET BRACKET -BY ACTION TARGET Lu o O;' Q i I SHEET NAME I I y C TROUGH LIP BY ACTION TARGET - MOUNTING BRACKET ATTACHMENT PLATE, ACTION TARGET i I,O• -BY ACTION TARGET SCREW CONVEYOR I - 1"x1/4"CONTINUOUS GASKET -BY ACTION TARGET DETAILS SCREW CONVEYOR BEARING CONVEYOR TROUGH -BY ACTION TARGET - „ NGNUMBER• -BY ACTION TARGET .. DRAWING SCREW CONVEYOR"SCREW -8Y ACTION TARGET' 16-2-009? SCREW CONVEYOR CONNECTION DETAIL SHEET NUMBER SB I. SCALE.-3-=1'-0• - ,. , O TROUGH SECTION VIEW ..GALE e 581 .1 SCALED FOR ORIGINAL DRAWNG AT 22.134- m O 2 ... ... m qov .. . � nt W o ® E. t°On ;ate ao oag ... - - C, n �. WALL ' 80� a t � rA co co m GO Iz ao O Go .: .'0 B c 8 van o CHAMBER NOT SHOWN FOR CLARITY .. PROJECT STATUS" D SCS TROUGH ATTACHMENT PLATE -BY ACTION TARGET Q. - 99% SUBMITTAL o. .PROJECT NAME oSCS TROUGH SCS TROUGH MOTOR: -BY ACTION TARGET.. -BY ACTION TARGET CAFE GUN'WORKS o SCS REAR ENTRY PLAN VIEW g Project Manager. BRIAN SANDERS SCALE.'-I/2' Territory Manager: ' Project Engineer: MATT.BINKERHOFF Lu Drawn ey: JEREMY HADERLIE JAM I d ' �t ` _ Avaro�ed By: JER MY ADERLIE Ongination Date: -7-20-2015 ' BY REVISION DATE'. 0 .. 'WALL 1° MFS MULTIPLE UPDATES 1 20 16 m ' - 2 �MFS RESIZE RANGE i, 1 25 16 IX w CUSTOM TROUGH Y EMPTY TO BELOW .. O -TBD. } CUSTOM TROUGH m EMPTY TO BELOW m -TBD w N SCS C WALL. o. w PENETRATION ACATION TARGET Y AC T SCSTROUGH'MOTOR 8 ACTION ARGE7' 4 CS TROUGH MOTOR m -BY ACTION TARGET N SCS REAR ENTRY ISO VIEW w. .. _ _ SSI. SCALE-1/2.=I•-0' SHEET NAME CO SCREW CONVEYOR ® - SYSTEM DETAILS N - DRAWING NUMBER--------, 6-2- 1 0 SHEET ..SCS REAR ENTRY SECTION VIEW N ..SCALE-3/4"=I•-0- - NUMBER sel. : f Z581 .3 . ,FOR ORIGIN WING AT 2YX 34 SCALE AL DRAINING m �a go 6 ns 0 C 0 e STALL WALL ID ;a -B Y ACTIONTARGET 0x o IDO m m END 10 d13 STALL LIGHT FIXTURE " � a -BY ACTION TARGET Im a FIRING LINE a BY ACTION TARGET °p 'E I END(LEFT)STALL LIGHT FIXTURE ' o�'= ' BY ACTION.TARGET LL _ sSa rc k MID WALL I : STRUT TRACK FOR MID WALL A s a m STALL LIGHT FIXTURE I CABLES AND STALL. _ STALL LIGHT FIXTURE 1.91 m SYSTEM STABILITY'-BY ACTIONTARGET. BY ACTION TARGET m _ n �4�o G114 -BY ACTION TARGET: a v d END(RIGHT)STALL LIGHT FIXTURE e = G��p6 -BY ACTION TARGET ' s 0 I ,LANE LINE a' a I -BY OTHERS, oG1 I GPON 4 PROJECT. Q4P STRUT TRACK FOR ' I n .p � CABLES AND STALL SYSTEM STABILITY'... I Co . �� 9.9% SUBMITTAL -BY ACTION TARGET a^o _ e KEYPAD TARGETRY4pp��4 91 LL CONTROLLER. • .. FIXED OR PIVOT STA o (NOT A STANDARD STALL PROJECT NAME I TABLE OR OPTIONAL .TION " END STALL CART., ITEM.OPTIONAL FOR • • STALL LIGHT FIXTURE BY ACTION TARGET. RETRIEVERS. ALWAYS o�,B H LOCATED ON SHOOTERS -BY ACTION TARGET I TOGGLE.CONTROLLER: LEFT) (NOT A STANDARD STALL CAPE GUN WORKS -BY ACTION TARGET ..W ITEM.OPTIONAL FOR m sea. — .e _,.-. _ RETRIEVERS:ALWAYS Lm .. .. -^- _ LIGHT DIMMER CONTROL -LOCATED ON SHOOTERS . ..'c - -BY ACTION TARGET LEFT).. - a STALL PLAN VIEW BY ACTION TARGET . 'Project Manager.. SCALE-1-=1'-0- - BRIAN SANDERS .. T-itory.Manager. U MATT B NKERHOFF OPTIONAL SKIN Project Engineer O COVERING('S) orawn By:. ACTION E a. JEREMY HADERLIE STRUT TRACK FOR BYA ON TARGET MIE HADERLIE,. Approved By: JEREMY HADERLIE c CABLES'AND STALL - : origination Data:. 7-20-2015 SYSTEM STABILITY STALL BRASS SHIELD a -BY ACTION TARGET :' -BY ACTION TARGET No .BY REVISION DATE cr STALL LIGHT ASSEMBLY t�� MFS :MULTIPLE UPDATES `t 20-16 2'-.MFS RESIZE RANGE 7..�. 1 25=18 U) -BY ACTION TARGET. Sc RETRIEVER CONTROLS ,v (ALWAYS.LOCATED ON SHOOTERS LEFT) BALLISTIC OR NON °° -BY ACTION TARGET BALLISTIC PANEL 03 BY ACTION TARGET m N LIGHT DIMMER CONTROL rn • BY ACTION TARGETto cQo MID SUPPORT BAR N (ON SPLIT OPTIONS ONLY)., I FIXED/PIVOT STALL TABLE o -BY ACTION TARGET p -BY ACTION TARGET w .. . . _ _ 7"•'Y� .. SHEET NAME .> .. _ - ww. BALLISTIC OR NON �/� BALLISTIC PANEL. STALL DETAILS' BY ACTION TARGET ACCESS PANEL 3/8x2.5 FLAT HEAD SOCKET ACTIO N N TARGET STALL ISO VIEW CAP SCREW WITH SINGLE` 3/8`4"CONCRETE WEDGE sRa. SCALE-1-1/2•=r-D.' —DRAWING NUMBER. EXPANSION BLOCK ANCHOR ANCHOR. BYACTION TARGET -BY ACTION TARGET -2-0097 16 FIRING .- LINE - _ SHEET NUMBER .(2:) STALL SECTION'VIEW Z586 SCALE-I. 1';p•:: 1 .. T I3 X 34 SCALED FOR ORIGINAL DRAWING A E �o N o u O C. i1 I NOTE. NOTE: a.Q d£_ SIZE OF DUCT AND WALL'PENETRATION ALL ELECTRICAL HOOK UPS,CONDUITS, .. ro r _ FAN MOTOR TO BE DETERMINED. AND WIRING TO BE PROVIDED BY OTHERS �' a= -BY ACTION TARGET x � '\ 0. � g ACCESS b I. % TOP INLET, m=s I i. n LOCATION.(ONE INLET PER DCU ) S I \ , CO r CO NMANIFOLD AIR INLET 1"NPT (BOTH ENDS).. j \ l o' C - "� v _it _ _ .PROJECT STATUS . ' CIL FILTER ACCESS COVERS 0 99/o SUBMITTAL o ; I PROJECT NAME 7. i L CAPE .. .. \ \ GUNVORKS COVERED ACCESS \ \ / Project Manager. BRIAN SANDERS HOPPER MATT BINKERHOFFm CLEAN AIR PLENUM (OPTION OUTLET AREA) HOPPERo Tern"to y aneger. U •`.. — .. _ 1 .. Project Engineer: _ I w _ = JEREMY HADERLIE o _ I _ - JAMIE HADERLIE. a - - —- JEREMY HADERLIE orO0ginabon'Date:-. i 7-20 2015 zi No BY REVISION DATE 1 MFS MULTIPLE UPDATES 1-20-16 2 MFS RESIZE RANGE 1 1-25-16 y - rr Q ^ '` D.O.T.APPROVED CANISTER. j w ! a FORKLIFT ACCESS REQUIRED y 3 3 - 3 I } I DCU SIDE DETAIL. DCU FRONT DETAIL 591. SCALE-1._I.-0. 591._ b 1/2"0 x 5-1/2"CONCRETE N : WEDGEANCHOR -BY ACTION TARGET r Q' : SHEET NAME. .. _ - .. - �_ . . TORIT DCU DETAILS . fh ' � .. .. DRAWING NUM BER 16-2-0097 311 3 1/2„ .. . .3 DCU LEG .. - - SHEET NUMBER ' � S91. SCALE-3`a 1•_0• � .. .: Z591 .3 LeCALE,FOR ORIGINAL DRAWING AT 22'x 3<' t SAVED:2016-02 25 09:23:28 BY:MSTICKLER AT:S:\RDT(drafling)\PROJECTS\O pen\Cape Gun Works\CAD_Working\Cape Gun Works,-99%v2-SUBMITTAL.dwg - -- - — x Cn t me ��r zrm i �m� . �\ �GZ IN 63 �m<C-T mtz��mm a \l, o>ZN 63 1��� to 03 IT (521 ry \`� \� \., 00= zm xOc — m. + \ fn - z < m M. 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U O O - Ox x A X X — ? co g = on CTIO A N -i A C m o A TM m N TA R t E T in 1 V N ^ O Cn 1 g CO ® c C " a z o O m m zC n a - Co o m 0 m m ? m ` m A C m c P O Box 636,Provo UT,84603 " N 3 0o z D - �' Office:(801)'377-8033 1 Fax:(801)377-8096 www.ActionTarget.com < m < z 7,/�f On D D D 7z D r The use of these plans shell be restricted to the original project site for which they wee prepared. 01 O. 0 ;1 z �" -Publications expressly limited to such use.Re-use,reproduction,or publication by any method in whole ' N N O m m xM m x p or part is prohibited.drawings and designs remain the property of action target Inc.without reservation. 'D o � Om - V --I r r r -n Z7 Action Target Inc.2016 All Rights Reserved m ch m N m m m 'n U) . r - u I C6 �5 MOTOR HORSE POWER VIDE .. I� n..N �. .. I— 5 NOTE: F M PROVIDED, >.� DCU(M) AMPERAGE TO BE DETERMINED BY OTHERS. � ;� o c0. ELECTRICAL DIAGRAM KEY ® to a LL . - D N \ a� �$> n ITEM IT 1020 S( 20AMP DEDICATED SERVICE OUTLETRIFOR iaj- CITY HAS ^ \. i se,2 ' CF8 DCU. 1 DUST COLLECTION UNIT. o it DCU DCU(M) 480' 7.5 HP DCU MOTOR .. '"t J 3 -' c J3 1 a %'�.� „iS _ 1 r�` „�`DGU(M} SERVICE 1FOR DCU MO70R TO FUSED<DISCONNECT)�'� " a � �" MSS 1' 3 480 DCU(M) MOTOR STARTER(FOR DCU)' R �: i S/S 1 START/STOP SWITCH(LOCATED ATIDCU MOTOR) m "_=o` w i ( C8. 1 P.HOTOHELIC BOX m J CB CYCLER BOX U o o a o DCU rn FD 5i 1 ,r 3 480 DCU(M):FUSE&DISCONNECT(FOR.DCU MOTOR)' $ o v a a" ' DCU`M .. r J BOX(10x8x4) t:e C4- O �� STANDARD AIR COMPRESSOR(FOR4DCU) z c� CONDUIT1,OGA WIRES°TO DCUeSlS ,, PROJECT STATUS m "t C5 : 7 CF4 I. i 1.C3 i 1,. 1 '120 e° ZOAMPc SERVICE,FOR CYCLER"AND MOTOR STARTER, . 0 GF _ 99/0 SUBMITTAL I !:.C4 1!2 OR'374 CONDUIT •',.,,. . C7 o C - W/POLY AIRLINE 9 DCU 1 r - CF8 I I. CF4, s 1 x hr 1/2 c OR_'3%4 FLEX CONDUIT;? PROJECT NAME o C7. U. CF7 C8 i f W/POLY AIRLINE • :. j' (2)1/4 VACUUM TUBES&(1)16/6 C4 c . WORKS . � .I , ;cs � .3/a coN'DUIT _ CAPE WO S � f I� I 1 .: �.• ' W/(1)1/4"AIRLINE&(1)16/6 3 O .. _ . . BRIAN SANDERS W/(1) 16/6 _ - - Project Manager. \\\'•.. i v. rtitory Manager. F. CF7 1 U2 FLEX CONDUIT_ Pmje tEngineer. TT w 1 TOP VIEW - JEREMY HADERLIE �� �1 ISOMETRIC VIEW Drawn9y. 791. SCALE-3W=1'-D' - .. 791. SCALE .3/L"=I'.-D" - ... I W/(1) 16/6 JAMIE HADERLIE a C8 1 3/4 CONDUIT TOMOTOR'STARTER s^. npprovedey: JEREMYHADERLIE - _ -' - - _ :- .:'< oAginabonDate, 7-20-2015 c,CFB 1, 3/4 FLEX_CONOUIC.TOMOTORSTARTER, ` DCU(M) No BY, REVISION DATE DC ( _ - �. �; - .:1 MFS MULTIPLE UPDATES 1-20-16 BY ACTION TARGET U M) PROVIDED AND INSTALLED BY OTHERS. - _ 2 MFS RESIZE RANGE 1 1-25 16: I.. w 'CF8 DCU Y M. CF8 C5 • `• I FD RCP1 .' JB'` m i S/S CB C8 PB • CS N d/ C4 C4 �o o DCU I d. V C4 Fl CF S o CF4' . C8 C5 >9 > C2 C2 C3 JI; .SHEET NAME • C\ uai (l L) I t� C7 C6 CF7 C� TORIT DCU CF7 / \, \. AC u DCU INDOOR/OUTDOOR CONF1G. ELECTRICAL SCALE-3/L..=L-D.. — - 1 791: ;/� DRAW GNUM -2-0097 3 REAR VIEW SIDE VIEW SHEET NUMBER . ... 791. -ALE-3/L" \jL91-,V SCALE-314'=I'-0' Z791 .. . L 1 SCALED FOR ORIGINAL DRAWING AT 22".a4' 1 SAVED:2016-02-25 09:23:28 BY:MSTICKLER AT:S:\RDT(drafting)\PROJECTS10pen\Cape Gun WorlcslCAD WorkinglCape Gun Works-99%v2-SUBMITTAL.dwg" v n n . D - _ - .. '. m� A Nm n CA.. - .. / - - C) n I � I � .7 C • y a f I .. - 0 - p. j1 a7 ..... - .. n jl: I. 1.I. 1 .. ;U . V - .. n - m m -i . 0 0 m � D. 01 W D Z (nn n n S j • - z v r >rr , t Q , .. D� fi' 3 }Q O .. . . mms w ws"'w D 0 .o W o jar m O Q 4 O ~g, —1 G co 4 CAI m n N Dri D " m0 "Csmit C o -< . C Zr rm� D '(Mn,; D m� r mC)D`• �. 0t� o °z o `:�i 10 0 0 1� D p Q ?Cn 3 C�)I m M iz loj D Rm -n m m D T O{ ;)m D O f o -i '�rr� m F �I , Crnt Q N�1tk E(/)N 1—tF F Q k01' m' Q Y m iig v. m 0 , (n p 1 rz - rC r I f - - - TrTT-MN Z .0 D. O R' o o . fT1 _ 3. — co m m D CO . A C T I O N TM." A � rn o o (� m D /�v7 TARGET. m C m C C) C O - Z Z D 11 C to o o m `m a �_ ..a _ m r m m " Z m D m m � P O Box 636,Provo UT,84603 " p r� J rn m j z Z D y Office:(801)377 8033 1 Fax:(801)377 8096 www. ActionTarget.com "w .ActionTarget.com Li D D_ ;MRm � r - Ttie a of these plans shall be restricted to the original project site for which they were prepared D D D � O O Z PUMiwh us Publications xpressly limited to such use.Re- e,reproduction,or publication arty method in whole Zu o D N A 7m �) �7 = m or part Is prohibited,dravnngs and designs remain the property of action target inc vathout reservation. 'a m m r r r � " . 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SOUTH YARMOUTH, I" .. m 00 'Z. _ �. - MASSACHUSETTS.02664 tel(508)362-8883 fa z I508)'760-5800 w "2 WWW.ERTARtHITECTS.COM o 2 �p W 'MS Asa u� r� COM - 0 6 ` �pRp AAAR% S 0 Z." O S � a e g6 E g o �� 5 AIRPORT N W ROAD o O za �" 0.. W. HYA�NIS. o !€�€ PRFORRED " 8 �g CAPE a q 1? a a z N FP G lJ N WORKS Uj E Q' N a N y .TMOPSUITIIARE NOT ONS1Rutn0=l1 a URM1M AN_"AL ARCHITECTS j - .. .: .. C-�! �.� STANP AND�SIONATIIRE�h'.MAR%ED $o o As sERurt sE a•xoNsmucnaN sc•. .i " �� .. ®�' I J (%I!i ERT ARCHnEL15,INC.IMF DRAWRIGS AND ALL OF�THEI.DIEA ERE. IDEAS ARRANGEITENIS DES!ws.AND. g TN THEREBY.ARE O%NED BY AND RE114NP1ME PROPERTY - /' �.� W W BF ENT.ARCHITECTS INc No PART THEREOF 91Au �.w.m t U m, BE R My B ANY PERSON.DRu.OR TIC WI TON. _—_ - FPER 59ON E FIW ERT ARCHTECTS WC. ¢¢¢ 1 q3 j$ 3 C: _ O j. 33 X m"® _Q O, S W o <GO " S W . K G -�J :. C��D: 't �� TU. . U PROJECT �/ 401115 rn 2 ..�.. =N - - ..a Q to. DATE ISSUED: 03.15,2016 - S m W W REVISIONS. a m — i p �O q2 .. . . s.. .1. •..., �sN - PERMIT SET' '03 1'S 2016 • - - „ <.. D I w� v W cI W,, .Q -t-�N G SET ET ' "'D H � � PROGR 03 52016. PRICIN g D z, ..,,, ,�:. �'u�S p& _ PROGRESS SET .. - D D E $ - MAIN LL E VE L P L A N SHDWINC EGRESS .. - ALE 1- .. .. '. • ALL DOORS SHALL MAINTAIN 32"CLEAR PER.521 EMIT 1/8" " - 'INSTALL NEW RAMP h LANDING PERMW MMRCTION 24' REGISTRATION '- IF ANY DOOR OPENING IN TO'A HALLWAY CREATES CLEARANCE LESS THGAN 22"FROM DOOR IN FULL " . - .. OPEN POSITION TO OPPOSITE WALL,FOOR HINGES SHALL ALLOW FOR 180 DEGREE SWING. ' CHECKOUT AREA REACH AND SPACE ALLOWANCES SHALL BE PER 521 CMR'PAR7 ASECTION fi _ NOTHING IN THESE-DOCUMENTS ' - - - SHALL RELIEVE THE CONTRACTOR ' OF ITS RESPONSIBILITY TO ENSURE ..ASSACHUSETTS AMEN CONSTRUCTION COMPLIES WITH THE 2009 IBC W// M DMENTS . (.:mliEBsjE•Aw--1 .Pr TOP.NL--1 - HAAmRNL Pm.Am .. SHEET NO. Pr mR� %!n A R. 2 RiHRsIKR ABB !/A%5/A Pi.Auu5RR5fl N !/M%!/APi.AuuSNN! - .. TO Pi TFA AAB � NIOBImIAt[%Att PER AAB "' .. TTmmATE RAA PTN.AB 1O' Ter mlws> _ _111111 TOTAL"NUMBER OF SHEETS " IN SET: !/•%!/A PT D.uvsTas +%e Pr rc T Pr DEoac - . Pr rRANE TYPICAL RAILING ELEVATION TYPICAL RAIL/POST/BALLUSTER DETAIL - e Pr EEawc P, THIS SHEET INVALID . TYPICAL'RAILING.ELEVATION•W/1:12 SLOPE .. Ro¢'ibr A E wa'P'"¢"D."vin`fS' .R + { A UNLESS ACCOMPANIED By A COMPLETE SET"OF.' WORKING DRAWINGS 6L� - SYMBOL "LEGEND ® -FIRE ALARM CONROL PANEL - Prime$ySt0ID5 Inc. - MANUAL.PULL STATION DUAL ACTION TYPE a `C - - odeSferan Blvd. ® - PHOTOELECTRIC SMOKE'DETECTOR / SENSOR 61. .Warwick,RI : ®m (401)781-9200 - THERMOOETECTOR� TYPE INDICATED BY SUBSCRIPT _ 'seoonnG LANES - LOONGE 0 - MONITOR MODULE - SUPERVISED CONTROL MODULE _ -KEY OPERATE]] DRILL SWITCH _ - - - PROJECTED BEAM SMOKE DETECTOR '. - Contractor, ® -REMOTE TEST BEAM/ DUCT SMOKE DETECTOR - KITCHEN HOOD FIRESUPPRESSION - � - � DOE) BAYSIDE - - DUCT SMOKE DETECTOR ELECTRICAL.CONTRACTORS . .' Yarmouth Rd. ©SS - 120V SMOKE W/ BAT. TANDEM WIRED. 380- Hjai nis,NIA ' .ASS/CO" - 120V SMOKE/,CO COMBO W/ BAT. TANDEM WIRED u•sao i5 LEAD' 08-771-T270 ©SS/CO. - 120V CO. DET ONLY W/ BATTERY TANDEM WIRED . 'ROOM - - L1•A9,0 . (f)SS/CO - 120V CO. DET ONLY W/ BATTERY'TANDEM'WIRED - - .SHOOHNG LANES - - LOUNGE' (9)SS/CO - 120V CO. DET ONLY W/ BATTERY.TANDEM WIRED - ME— ©SS/CO - 120V CO. DET ONLY W/ BATTERY TANDEM.WIRED O, - ©SS/CO: - 120V CO. DET ONLY W/ BATTERY TANDEM WIRED - LACIES .. 9O LF -LOW FREQUENCY HORN .. 'ELEC. � - WALL MOUNTED.HORN / STROBE UNIT' � � � � � � � � � Room LaN WALL.MOUNTED STROBE ONLY. y�(I 6UN.' .. •-` SMNH rd]] - CEILING MOUNTED HORN STROBE UNIT � - - _ � � � - � � _ � - � - -.CEILING MOUNTED:STROBE.ONLY. ,. - - M WP:. -WEATHERPROOF HORN/ STROBE UNIT - F ARCHERY LANES y -MAGNETIC'.DOOR HOLDER .usoo L,sar.. Lts00 " K. - KNOX BOX /'KEY BOX (� © '� .. �: �. . "O 0 0 yyy E91 SUBSCRIPT .DEFINIT.LONS . . O WP .-"DENOTES WEATHERPROOF - - CLASSROOMS, ET"ER -EXISTING-DEVICE .TO REMAIN - - LtSUU .. CL A.C. -.ABOVE CEILING © Liam - 200 -200 DEGREE.FIXED TEMP:'CONVENTIONAL _ .'�'. .O O L,a00 GN: `g m - - ' - 190 - 190'OEGREE FIXED TEMP:ADDRESSABLE . ,. .. .. . L,a00 L,SW 'L,600 8 © Sm m .ao ., - u.Moo Lar yr . ERFAR ROOM OFFICE OFFICE OFFICE OFFlCE' ELEC. ®. nl(]v �. ROOMC 0� — System FIRST FLOOR Fire Alarm SCALE: > # € First Floor PEan . - ;k - avid S.San 1/2612016 Revision'No.0 01VO k- . SYMBOL LEGEND oL,Moo Prime Systems Inc. ' cg Jaifarson Blvd. ® -FIRE ALARM CONROL PANEL - . (] =MANUAL PULL STATION DUAL ACTION TYPE J'JaM'iCK-RI 01)761-9200 © -PHOTOELECTRIC SMOKE DETECTOR / SENSOR ' - - - O - THERMODETECTOR: TYPE INDICATED.BY SUBSCRIPT - : ®" -MONITOR MODULE. .. _SUPERVISED.CONTROL MODULE ® -CONTROL RELAY MODULE - - -KEY.OPERATED DRILL"SNITCH. : .. -' Contract SAYSIDE PROJECTED BEAM SMOKE DETECTOR' - - ELECTRICAL ® -REMOTE TEST BEAM /.DUCT SMOKE DETECTOR .. .. :'® CONTRACTORS KITCHEN HOOD FIRE SUPPRESSION' - .. ... 380 Yarmouth Rd. ' DUCT SMOKE DETECTOR - .. .. . - Hynnis:MA a : ;spa 7772�0 mSS. 120V SMOKE W/ BAT. TANDEM WIRED - .. - - 120V.SMOKE/ CO COMBO.W/ BAT.TANDEM WIRED' ©SS/CO - I20VGO. DET ONLY.W/,BATTERY.TANDEM WIRED . : © '•' -SPRINKLER FLOW SWITCH ' SPRINKLER'TAMPER'SWITCH SPRINKLER PRESSURE SWITCH SPRINKLER POST INDICATOR-VALVE . .M LF -LOW FREQUENCY HORN .. .. - - - (IN - WALL MOUNTED HORN/"STROBE UNIT • _ - - WALL MOUNTED STROBE ONLY - _ .-CEILING MOUNTED�HORN STROBE.UNIT - - CEILING'MOUNTED STROBE ONLY . IEb WP - WEATHER PROOF HORN /'STROBE UNIT MAGNETIC•DOOR HOLDER LE -KNOX BOX /KEY BOX _ SUBSCRIPT DEFINITIONS : `AP. - _ - M e N DENOTES WEATHERPROOF �pq .. ER - EXISTING DEVICE TO-REMAIN _ _ - �•�. - ur .. - .. 1.J a -' �},• �. • ." .." 01 am A.C.- -"ABOVE CEILING � :.: � .. .. 200 - 200 DEGREE FIXED.TEMP..CONVENTIONAL -- - 190 - 190 DEGREE FIXED TEMP.'ADDRESSABLE " - - ul op�•® :PNBBEII- - L1�I00.[�-O.. ABOVEORAOE rLOnR EXTERIOR .. _ _ ... .. ROOF 94TBOVN . " . INTO Two meAuw�o - -P Fire Alarm' . .. CIRd11T30N THIS ROGPPM STROBE TO- - . . BOOR AACf ME ON GENERAL .LPRM. ,BASEMENT system . _ _ .. t WP - - SCALE: >]"_�. .. _ z - K PROORAMBBIL TO Li AOfNATE ON WATER FIRST FLOOR Basement o ,Flo r Plan a an D vid S:Santos t . BASEMENT b26 t _ 2010 Revision No,0 FIRE ALARM RISER 0ic?e SCALE: N.T.S. - .. _ -- - -----— -- -------- j. //U!/////// ///////U - -'-- -- ---T - yj� I Y%/ y � O ii/ii 24 -e.,ti _��4. . Oti �, <�'ti�/H/J _ /ti_i//L lmai • 'L larrii%�_�/iiia �'•ar/e' _ .Lar/i/iiiiii��iiiiiiii 1�H%iiH � -,;h -. �_.I/ice/. ?%J. •` s� a L '�. L RIP PP ro .,....E --. .....E o.-g�.. - - - " I >� • $ 4 � .. •, .. ////.�/iHU�/i/// i////Hi///U.i Ui////HH/ /H/Mm /HH/uH// -/ I.- _ +� lq/.//o//�/HUIU/eU� Q u/U o o I �1 l H.wY/uo:/e .14 trp"�/m � . s es k ,: o ••a�HHH/iiHu/i�iuiHi /Hiu/Hiii aHuuiiiii-/iHiiiiiiiii /HHHUHH/r`/iHHHiHu-HiiiHHui � � - � 4 .v •� III/ �. U////U////U///U//.G///////////////////////LU//////////////////H//H/i////L4'////////U//////////////////////// - - h � 8 'I- '��I 7% DI �—I- E.. %- '% P-- Y' I- - P - E-. '. .I :, ///�� • y y N 7ea'A 2. - .1 e . • -, a . © y G Cc Ye: Y SY' T ,if .T (; o o oy �;—I S � . � •S � ti S s .ti ti 0 x If / Sob: - - General Notes - Symbols - - .Number ofSprinklers Drawlhg x Cape'Gun WOrICS -- '' 'Symbol Deseriptlon Total This She.t.�- - Total This Yob Title Existing 1st Floor Sprinklers .1.All Pipe L...0 to be Field N red P 1 r to Fabrication Q. Nyd lie Reference Palate bbI Desarl lion - Re Wslan 'Data: treat'No. 96 Airport Road .and malauaea by Sprinkler Coal,,star c - Below Top of Steel I-9 ,Hyannis, MA 02601 2.All Pipe Dimen Iona Shawn are CahtbeoWbO t 1-3 . Eler.Abova Finished Flooi DreMn.By APC - F— 3.High Temp.reture Heeds ere to be Field La Led Wbere Required. +(*as 9 0) El., f Top o1 Steel Contractor:. - O C 111 g H fight 4.All Pipes end Hangars are to be installed per HFPA F13 seal.' 1/8•-1-0 CDCanco Fire Sprinkler.Services . - .-,� - D t xanger Ieaanan I� S.Hangers are to be U L Idled and F.N.Approved _ Rise up or d 362 Main'Street not. 2/1/1e . r--� West Yarmouth, MA 02673 Approval By �. .. _. GENERAL NOTES ." STEEL NOTES .. . STRUCTURAL CONCRETE NOTES . -. zh . 1.STRUCTURAL.WORK SHALL CONFORM TO THE PROJECT SPECIFICATIONS,INCLUDING THE FOLLOWING GOVERNING STANDARDS:. � '1.STRUCTURAL'STEEL ROLLED SHAPES SHALL BE NEW STEEL CONFORMING TO THE FOLLOWING ASTM DESIGNATIONS; - -�� ' .A THE MASSACHUSETIS STATE BUILDING-CODE.EIGHTH EDITION.AND ALL OTHER AGENCIES HAVING JURISDICTION. ASTN'AJB ANGLES,CHANNELS.PLATES.AND MISC FRAMING MEMBERS, I.CONCRETE MIXTURE FORM-WORK.DELIVERY AND PLACEMENT SHALL CONFORM TO ALL REQUIREMENTS.OF ACI 301 (LATEST EDITION),UNLESS OTHERWISE NOTED.' "UNLESS OTHERWISE NOTED � � _,2 CONCRETE MATERIALS SILL BE TYPE 1 OR 2 PORTIAND CEMENT.SARD AND GRAVE.AGCRECATES.CONCRETE SHALL BE AR-ENRAINED PER AfJ RECOMYEHDATNXIS- COASTAL B AISC-PECIFIATION FOR THE DESIGN,FABRICATION AND ERECTION OF STRUCTURAL STEEL FOR BUILDINGS'.'LATEST EDHON... - (MINIMUM YIELD STRENGTH FY.36.000 P51). CONCRETE COMPRESSIVE'STRENGTH,(FC)IN'28 DAYS,WHEN TESTED IN ACCORDANCE WITH ACV 318-LATEST EDITION.SHALL BE AS.FOLLOWS:ALL'CONCRETE WORK- i C.'ACI'BUILDING CODE REOUIREMETSS FOR REINFORCED CONCRETE'(Ad 31B-LATEST EDHON) ASTM A992 OR A572 WIDE FLANGE BEAM SHAPES 5,000 PSI. _ _ "engieeerleg.�D.' . D.ME CODE FOR WELDING IN BUILDING CONSTRUCTION By THE AMFRICM WELDING SOCIEIY'(ANS 01.1) I , , ,(MINIMUM YIELD STRENGTH FY.5O.ODO PSI)- 3.ME MAXIMUM CONCRETE SLUMP FOR FOUNDATION WALLS.FOOTINGS.INTERIOR NON-EXPOSED SULSBS ON GRADE ETC..SHALL BE 4'.CONCRETE SHOAL BE AIR 800.II_...wlrq NA'_ " , ASTM.A32S ' ENTRAINED TO 5Z(+/-IX). .Sm7S5656P SI_'^^F :. - BOLTS USED FOR CONNECTING STRUCTURAL STEEL.MEMBERS i E.THE TIMBER CONSTRUCTION MMOAL,4TH EDf1. .AYERMAN FOREST R PARER ASSOCL4TIOM. - ,4�H SPECIFICATIONS T a TRANSPORTING.AND AND CUR04G OF CONCRETE SHALL BE DONE IN ACCORDANCE WITH THE RECOMMENDATIONS'OF THE CURRENT AMEPoGN CONCRETE ' ASTM A307' GR.-A- ANCHOR BOLTS AND LAG SCREWS NOTED OTHERWISE_ " .. GUIDELINES. [L-pr F.THE NATIONAL DESIGN SPECIFICATION FOR W000 CONSTRUCTION,LATEST EDITION. .. ' ' - I S:CONTRACTOR SHWINSUBMR CONCRETE MI%.DESIGN OATH LISP OF AOM1%TURES TO THE ENdNEFR FOR WRITTEN APPROVAL PRIOR TO THE MIXING MD'PIACFMFM OFF ,�{ Z �,�[ . 2.GROUT USED UNDER COLUMN BASE PLATES SHALL BE NON-SHRINK AND NON-M_ WITH A MINIMUM COMPRESSIVE STRENGTH OF 5000 PSI CONCRETE . 2.THE CONTRACTOR SHALL PROVIDE'TEMPORARY SHORING AND BRACING.AND'MAKE SAFE FLOORS. WALLS AND ADJACENT PROPERTY AS PROJECT IN 28'DAYS CONFORMING TO ASTM C1107(GRADE C)UNLESS OTHER APPROVED BY THE ENGINEER MAXIMUM APPLICATION THICKNESS OR THE, CONDITIONS REQUIRE . - ., � GROUT SHALL BE.1)S INCHES ' % &GROUT SHALL HE NON-SHRINK.AND NON-METALLIC WITH A MINIMUM COMPRESSIVE STRENGTH OF 5.000 PSI.CONFORMING TO ASM.C7107(CHIDE C)THE MAXIMUM . - . . . ",. APPLICATION THICKNESS OF GROUT'UNDER COLUMN"BYES SHALL BE 1F1. - "3.CONSTRUCTION IS To CONFORM TO THE MASSACHUSEFIS SATE BUILDING CODE 700 CUR-BiH'EDTROH AND APPLICABLE-PRODUCT'AND DESIGN STANDARDS: 3.STRUCTURAL STEEL DETAILS AND CONNECTIONS SHALL CONFORM-TO THE STANDARDS'OF THE CURRENT MSC SPECIFICATIONS TOR DESIGN.. "" � ' ABSENCE OF SPECIFIC ITEMS FROM THESE DRAWINGS DOES NOT INFER THAT THE'CONTRAC'MR IS RELIEVED FROM THE STATUTORY CODE REQUIREMENTS FABRICATON'.AND ERECTION.OF STRUCTURAL STEEL FOR BUILDINGS .- 7.REINFORCING STEEL SHALL BE NEW DEFORMED BARS CONFORMING TO ASTM A615;GRADE 60.EXCEPT WHERE NOTED.RUSTED BARS WILL BE.IMMmIATFLY REJECTW AND ' REQUIRED TO BE.REPLACED AT NO ADDITIONAL COST. 4.ALL MATERIALS AND METHODS OF CONSTRUCTION SHALL CONFORM TO THE APPROVED RULES AND STANDARDS FOR MATERIALS.TESTS.AND REQUIREMENTS. .4.WELDING SHALL CONFORM TO THE CURRENT STANDARD OF THE AMERICAN WELDING SOCIETY(A.W.S.).SHOP'.AND FIELD Wfl.DS'SHALL BE MADE' 1. ' OF ACCEPTED ENGINEERING PRACTICE AS LISTED IN 780.CMR 35.90 OF THE MASSACHUSETTS STATE COMMERCIAL BUILDING CODE I BY APPROVED CERTFIED WELDERS. .. . ' „'8:DETAILING OF CONCRETE REIWORCEIAENT AND ACCESSORIES SHALL BE IN ACCORDANCE WITH ACT PUBLICATION 315 AND CURRENT CRSI SPECIFICATIONS.LATEST EDITIONS .. , 5.THE CONTRACTOR SHALL VERIFY DIMENSIONS AND CONDITIONS IN THE FIELD.PRIOR TO COMMENCING WORK.ANY DISCREPANCY BETWEEN WHAT IS SHOWN ON - 5.ELECTRODES FOR ALL FIELD AND SHOP WELDING SHALL CONFORM TO ASTM A233(CLASS-70).WELDS NOT SHOWN SHALL BE AWS MINIMUM. 9.WELDED WIRE MESH(WWM)SHALL BE NEW AND.FREE FROM RUST;CONFORMING M ASIM A185 WITH A MINIMUM TEHSRE STRENGTH OF 70,000 PSI.REFER TO PLAN' ' THE DRAWING AND ACTUAL,FIELD CONDITIONS SHALL BE REPORTED BACK ro THE ENGINEER IN WITTING BEFORE PROCEEDING WITH ANY WORK. WEDS SHALL DEVELOP THE FULL STRENGTH OF THE MATERIAL BEING WELDED.SUBMIT WELDER OURRENT.CERTFlCATONS ITO ENGINEER FOR FOR SIZES - . 6.OPENINGS THROUGH TIRE FOUNDATION MAY NOT.BE SHOWN ON THESE DRAWINGS.THE GENERAL CONTRACTOR SHALL PROVIDE ADDITIONAL RENFORCINC�SIE0. .-APPROVAL PRIOR TO STARING WORK ." � � I . � � � ' FOR OPENINGS WHERE REQUIRED.THE GENERAL CONTRACTOR SHALL VERIFY SIZE AND LOCATION OF OPENINGS.ANY DEVIATION FROM THE OPENINGS.SHOWN ON 6:SPLICING STRUCTURAL MEMBERS WHERE NOT DETAILED ON THE.ORAWING IS PROHIBITED.. 10.LAP SPUCES IN WWM SHALL BE 8'MINIMUM OR ONE MESH SPACE PLUS 2'IN EACH DIRECTION.. - THE STRUCTURAL DRAWINGS SHALL BE BROUGHT TO THE ENGINEER'S IMMEDIATE ATTENTION FOR REVIEW: 11.PROVIDE MINIMUM TEMPERATURE REINFORCEMENT AS REQUIRED:BY ACI 3I8-LATEST'EDTRON,IN.SLABS MO WALLS WHERE NO REINFORCEMENT IS INDICATED ON . . 7.DURING THE CONSTRUCTION PHASE IT IS THE RESPONSIBILITY.OF THE CONTRACTOR'TO PROVIDE NECESSARy,TEMPORARY'SHORING AND DRAWINGS: BRACING TO MAKE THE STRUCTURE STABLE AND PLUMB BEFORE COMPLETION OF CONNECTIONS,SHEAR WALLS AND FLOOR SLABS. .. . 7.FOUNDATIONS:FRAMING HAS BEEN DESIGNED FOR THE FOLLOWINGLIVE(DADS: - 12 UNLESS OMERWISE.SHOWN ON THE DRAWINGS.REINFORCING SIEEL.SHAIL BE.PLACED-TO PROVIDE THE FOLLOWING MINIMUM CONCRETE COVER x A GRAVITY IDADS - 8:TEMPORARY BRACING SHALL NOT BE REMOVED UNTIL THE STRUCTURAL FRAME IS PROPERLY'SECURED TO THE LATERAL LOAD RESISTING . BOTTOM OF FOOTINGS 3'" - . -ROOF SNOW-35 PSf ..ELEMENTS IN THE BUILDING. - - .. .. • -FIRST FLOOR'.75 PSF . . . : FORMED SIDES FOOTINGS 2' .. '-PANEL SUPPORT LOADS;PLANS SUPPLIED BY ACTION TARGET GATED 7-20-2015 S.SUBMIT THREE COPIES OF SHOP-GRAWINGS TO THE ENGINEER SHOWING SETTING PLANS.ERECTION PLANS,DETAILS AND SIZES OF MEMBERS 'FOUNDATION'WALLS 1 I/2' B.LITERAL LOADS: _INCLUDING CONNECTIONS.STEEL FABRICATOR IS RESPONSIBLE,FOR FINAL CONNECTION DETAILS AND DESIGN IN ACCORDANCE WITH ME MINIMUM SLAB ON GRADE 2'BELOW TOP SURFACE 'WIND LOAD: - ., .. REQUIREMENTS OF.THE LATEST EDITION OF THE A.I.S,C,DETAILING MANUAL -.3-SEC WIND'GUST.120 MITI; EXPOSURE-B � - . .. . 13.SILL PLATE ANCHORS(AS SIZED ON_'DWGS.)TO BE ASTM A307 GRADE'A'STEEL OR ALS 304;316 STAINLESS STEEL BOLTS EMBEDDED INTO TOP OF CONCRETE 10.STEEL SHALL HAVE TWO COATS OF RUST-INHIBITIVE PRIMER PAINT.TOUCH.UP wE1DS SCRATCHES OR SCRAPES IN PAINT AFTER ERECTION FOUNDATION WALL AT MA%INUY SPACING OF 4 Ff.ON CENTER ANTI 6 IM MAXIMUM,FROM END,UNIFSS.NOrED OTHERWISE REFER TO DRAWING e."NOTFY THE ENGINEER OF ANY ARCHITECTURAL MODIFICATION OR DIMENSION CHANGES THAT MAY AFFECT,THE STRUCTURAL.DESIGN. : -' DETAIL ANCHOR BOLTS SHALL BE EMBEDDED 12'MIN.INTO CONCRETE . I .. , ._ " 9.THE FOLLOWING ASSUMED SOIL PROPERTIES HAVE,BEEN"USED'FOR THE FOUNDATION'DESIGN.; 11.WELD STEEL CONTACT SURFACES(OTHER THAN SOLTED.CONNECTONS)MATH A.CONTINUOUS 3T�INCH MINIMUM)WELD.UNLESS"OTHERWISE- .- .. -UNIT WflGNT OF SOIL• 120.PCF SPECIFIED." 14.BEARING PLATE AND BENT ANCHOR BOLTS ME TO BE FURNISHED AND INSTALLED.`A000RDING'TO DESIGN PLAN ANO.MPROVED SHOP DRAWINGS:: _ -SOIL BEARING CAPACITY: 1"TONS/SF: I 12"TORCH.CUTTING OR HOLE'BURNING IS NOT ALLOWED;NO EXCEPTIONS. - 1. 15.ALL CONTINUOUS'REINFORCEMENT:SHALL HAVE CUSS'B'�SPLICES(AID 318-LATEST EDITION,.SECTION 12.15)OR SHALL BE LAPPED 40-BAR:OIAMETERS MINIMUM, . - UNLESS NOTED OTHETRW6E - I.. % O O .IOi THE CONTRACTOR IS REQUIRED TO NOTIFY THE GEOlECl/NIGAL ENGINEER TO PERFORM"A SITE INSPECTION OF EXISTING SOIL CONDTIONS AFTER COMPLETED 13.NAILFRS AND BLOCKING USEDFOR STEEL.BEAMS SHALL BE PRESSURE TREATED.SOUTHERN PINE GRADE NCL 2,', - -FOUNDATION EXCAVATION IS PERFORMED.FOUNDATIONS MAY NOT BE PLACED UNTIL WRITTEN APPROVAL OF THE SOILS'"FROM THE GEOTECHNICAL ENGINEER IS . 1&.HORIZONTAL WALL'MD FOOTING REINFORCING SHAH BE CONTINUOUS AND SHALL;HAVE 90-OmREE BENDS ON EXTENSIONS AT CORNERS MO INTERSECTIONS;'OR KYJ V) Kn . SECURED. - - CONCRETE MASONRY(C.M.U.)NOTES PROVIDE 2'-0'X 2'-0'CORNER BARS SIZE TO.MATCH,AS SHOWN ON 7YPI00.BAR PLACING DEraLS .i'.CONCRETE BLOCK SHALL CONFORM TO ASTM C90-93('SPECIFlCATON FOR LOAD-BEARING',CONCRETE MASONRY'UNITS7;NORMAL.WEIGHT: " [piJ7 [Lii�� 11.THE CONTRACTOR SHALL.PROVIDE'ELECTRICITY AND WATER TO COMPLETE THE REPAIRS AS..SPECIFlm IF SITE USE OF'ELECTRICITY AND WATER IS.ALLOWED - R" 17.REINF'ORCINC BARS`ANY NOT BE WELDED WiiHOITT.APPROVAL.,OF THE STRUCTURAL ENGINEER.WHEN APPROVED.WELDING OF REINFORCING BARS SHALL BE IN W �i " BY THE OWNER.CONTRACTOR SHALL COORDINATE HOOKUP/S DIRECTED.. - . . ' 1. 2 UNITS.SHALL BE PLACED IN RUNNING BOND PATTERN.. ACCORDANCE WITH THE CURRENT A.W.S. 12.CONTRACTOR SHALL SUBMIT A WRITTEN CONSTRUCT ON TO INCLUDE ALL PHIuES OF THE PROJECT WITHIN ONE WEEK AFTER BID APPROVAL - i&CONCRETE SHALL BE PROTECTED ACAINSf FROST UNTIL PROTECT IS COMPLETED.PROVIDE PROPER CONCRETE'PROTECTION OR HEAT IN.COLD WEATHER ARD WJNTNN .b'. b b � [ I . . : . . SUBMIT THE CONSTRUCTION SCHEDULE TO BOTH ME OWNER AND ENGINEER. 3.MORTAR SHALL CONFORM TO ASTM C270 TYPES MORTAR SHALL BE FRESHLY PREPARED AND UNIFORMLY MIXED IN THE RATIO OF 1 PART' _ pQUpES CURING PROCEDURES W ACCOPo)MCE WITH CURREM'ACI CODE.OF STMDURD PRACTICE SPEGFlGTIONS'MDCUIDEIJNES _ PORTLAND CEMENT,1/4 PART LIME OR.HYDRATED LIME 3 1/2:PART DAMP LOOSE'SAND. IR' b O FOUNDATION NOTES � - 19.REINFORCING BARS SHOAL BE COLD'BENT IN ACCORDANCE TO-THE PROPER RAOII'ESTABLISHED BY THE ACL UNDER NO CIRCUMSTANCES SHALL-HEAT BE APPVED TO o C CN . .4.MASONRY-WORK SHALL BE LAID-IN THE.PRESCRIBED MORTAR AND PROPERLY BONDED AND:KEYED INTO,THE ADJACENT MASONRY WORK I - rn . THE BARS TO OBTAIN BENDS.. O O O ' :-1.FOOTINGS SHALL BEAR LEVEL ON UNDISTURBED,ACCEPTABLE SOIL OR COMPACTED STRUCTURAL FILL(AS'SPECIFlED)�..HAVING A MINIMUM ALLOWABLE BEARING (CORNERS)'AT EVERY COURSE � - - - 20.FORMS SHALL BE OILED PRIOR THEIR THE ERECTION.REINFORCING BARS MICH'ARE COATED WITH FORM OIL OR ANY OTHER'BOND BREAMNO MATERIAL WILL BE SAND. OF 1.0 TONS PER SQUARE F0. ACCEPTABLE NMERWS'ARE'CONSOER. TO BE PROOF ROLLED EXISTING GRANULAR FILL.OR NATURAL AMINE S..TRE FIRST BLOCK COURSE ON FOOTING SHALL, FlIIcn SOLD WITH SPECIFIED-GROUT. REJECTED AND WILL-REQUIRE REPLACEMENT AT.NO ADDITIONAL.COST. - .. Z N MO . SAND. .. a a i SUBSOIL BEARING STRATA SHALL BE FREE FROM YEDLTAMIN,lOAFI,MD ORGANIC LATERAL'WHEN ENCOUNTER,UNSUITABLE SILT;FILL TOPSOIL;AND "�FLUID 61 ONCCONSISTENCY FOR FILLING CELLS,WITH REI M AND:BOND BEAMS SHALL BE 3.000 PSI MINIMUM COMPRESSIVE"STRENGTH AT 28 DAYS AND OF 211 CONCRETE MAY'CONTAN FLY-ASH OR SLAG.IF PROPOSED IN MO DESIGN.EACH SHALL SATISFY ACI MD ASTM CURRENT REQUIREMENTS AND SPECIFICATIONS.SUBMIT::'". ,., D IXED N THE RATIO:'275LB 46 PEASTONE 2001.8 SAND,1.SACK TYPE 2 PORTAND CEMENT,W.GALLONS OF MATERIAL DATA SHEETS Mp.Pl%CERTIFICATIONS TO ENGINEER FOR'REVIEW.PRIOR TO CONSHUIION. SEAL OTHER UNACCEPTABLE SOIL"TERMS AT FOOTING AND SUB ON.GRADE LOCATIONS.SHOAL BE EXCAVATED.AND REPLACED WITH SPECIFIED STRUCTURAL. WATER.AND BY'OZ'WROA'BY W.R.GRACE CO. COMPACTED FILL SHALL BE SUBSTITUTED AT THESE LOCATIONS., .. .. I .1 " - 22 ADOHDN OF WATER TO CONCRETE MIXES AT THE SITE IS NOT ALLOWED.SUCH CONCRETE SHALL BE IMMEDIATELY EJECTED. 3.'IF BEARING MATERIALS(OTHER THAN THOSE DESCRIBED 7.GRANT CONSISTENCY'SHALL BE AS FLUID AS POSSIBLE FOR POURING WITHOUT SEGREGATION OF THE CONSTITUENT.PARTS. . 'ABOVE)WITH A LOWER ALLOWABLE BEARING CAPACITY TAN 1.0 TONS PER SQUARE FOOT ME Mau 23.CONCRETE SHALL.BE READ-MIXED AT PUNT COMPLYING WITH ASTIA 64 AND ASTM'CIIIEL SITE MIXING IS NOT ALLOWED." ... - PAU ENCOUNTERED.THE UNSUITABLE MATERIALS SHALL BE REMOVED MD REPLACED WITH'SUITABLE'MATERIAL'AS SPECIFIED MD'MPROVED BY ONE GEDTECHNKl1 'B HYDRATED LIME.SHALL CONFORM.TO ASTM C207.QUICK.LIME SHALL CONFORM TO AS,C5. ' ' _ " 4ED.BOTTOM OF FOOTINGS SHALL 8 N0. THAN ,. 9:'AGGREGATE FOR MORTAR SHALLCONFORM TO ASTM Cl H.AGGREGATE FOR GROUT SHALL CONFORM TO ASMC404.D. 24.THE USE OF CONTROL JOINTS IN THE SLABS IS REQUIRED TO CONTROL CRACKING.SAW CUT CONTROL JOINTS Y':WIDE TO A DEPTH OF Y SUB THICKNESS WITHIN"48 R. HOURS OF CONCRETE PLACEMENT.AFTER CONCRETE HAS CURED,CLEAN MO PREPARE JOINTS AND FILL SOLD WITH A FLEXIBLE EPDXY CONTROL JOINT RESIN.CONFORMING LAROCHELLIS w E LESS 4'-0''BELOW FINISH GRADE ON EXTERIOR FOUNDATION WALLS I - - TO AM 307.1-REINFORCING STEEL'SHALL.ELOEID-CONTINUOUS THROUGH SLAB AT.CONTROL JOINTS,PROVIDE SIMILAR SEALED JOINT USING FUIL.OEPTH EXPANSION JOINT N gVIL 10.THE USE OF ADMIXTURES WILL NOT BE PERMITTED IN THE GROUT OR MORTAR UNLESS SUBSTANTIATING DATA IS SUBMITTED TO AND FlLLER'MOUNO FLOOR ORALN PERIMETERS: - pa e 5.FOOTINGS SHALL.BE PLACED ON A 5'DYER OF COMPACTED CRUSHED STONE ATOP ACCEPTABLE IN STIU APPROVED SOILS OR'STRUCTURAL FILL APPROVED BY TIME.STRUCTURAL ENGINEER. _ ;es CPgr Ep�a"� STRUCTURAL FILL MATERIALS SHALL BE COMPACTED'TO 95Z MODIFIED PROCTOR DENSITY,AFTER REMOVAL OF UNSUITABLE MATERIALS.BACKFILL UNDER ANY - - 25..NOTIFY ENGINEER FOR INSPECTION OF COMPLETED'INSTALLATION OF REINFORCEMENT AT LEAST TWO(2)FULL WORK DAYS PRIOR TO SCHEDULED PLACEMENT OF II L G PORTION OF THE BUILDING FOUNDATIONS SHALL BE COMPACTED IN V TO 8-VETS OF 95X MODIFIED PROCTOROENSITY.' . . - 11.MASONRY ACCESSORIES SHALL HAVE A CURRENT COMPLIANCE'REPORT.FROM.THE B.O.C.A.CR'I.C.&C.AND SHALL BE-SUBMITTED.TO THE ENGINEER"FOR APPROVAL PRIOR TO ORDERING CONCRETE DO NOT PLACE CONCRETE:WITHOVf PRIOR APPROVAL OF THE STRUCTURAL ENGINEER _ .: 1 6:SLABS ON GRADE SHALL BEAR ON NATURAL IINOLSNRBED,ACCEPTABLE SOIL OR ON CONTROLLED.COMPACTED FILL SHOULD UNSTABLE MATERIALS BE 26.PLACEMENT OF CONCRETE POURS FOR FOUNDATION WA115'MD"EQUTNGS ARE NOT TO IXCEm.W FEET RK ARTY'SIRVGNT LENGTH;AND SHALL HAVE A VERTICAL CLCv1 - FNCOUNRRm.REMOVE EXISTING MATERIAL WHERE NECESSARY AND REFUGE WITH d&AN STRUCTURAL.FILL COMPACTED IN.B'--8'DYERS TO OBTAIN 95Z 12.C.M.V.WALLS.TO BE.RENFORCED IN ACCORDANCE PATH THE MINIMUM REINFORgNC PROVISIONS OF ME BM EDITION,MASSACHOSETTS - .(2-X47 FORMED"KEY WITH CONTINUOUS'SPECIFIED REINFORCING(40 BAR OW MIN.)THROUGH'THE CONSTRUCTON'JOINT.CONSTRUCTION"NIS SHa.L BE.PLACED NO' MODIFIED PROCTOR DENSITY AT THE OPTIMUM MOISTURE CONTENT. � � BUILDING'CODE SECTIONS 2101.0.AND 2104.0'VERTICAL REINFORCEMEJNT SHALL BE - CIGSER TINT 10 Ff.FROM ANY CORNFF.. - . 7.TOP OF FOOTINGS(T.O.FTG.),TOP OF STEM(T.TLE EM);TOP OF SELF(T.O.SHEF.)TOP OF STEEL(FO.SIEEI)MD.TOP OF CONCRETE(T.O.C.)'VALUES ARE R'CONCRETE RI OCK .. . ' 27.SUBMIT COMPUTE REINFORCING STEM SHOP DRAWINGS ALONG WITH COMPLETE'CONCRETE MR DESIGN'(INCWDING'ALL ADDITIVES AND THEIR CONTENT)70 ME REFERENCED TO CURRENT TOP OF FINISHED FLOOR ELEVATION.CONTRACTOR SHALL ESTABLISH EXISTING-T.D.F:ELEVATION BENCHMARK FOR NEW FOUNDATION Nr4 BARS,MAXIMUM SPACING 20'OC - . BASED UPON'T.O.FF.-O'-0'.EXISTING FINISH FIRST FLOOR ELEVATION SHALL REMAIN AT CURRENT ELEVATION. .. "B5 BARS MAXIMUM SPACING-32'OC - ENGINEER FOR REVIEW AND APPROVAL PRIOR TO FABRICATING REINFORCING STETS. - . 8:THE CONTRACTOR SHALL FIELD VERIFY SUBSURFACE SOIL CONDTRON PROR:TO FOUNDATION PLACEMENT.ME STRUCTURAL ENGINEER ASSUMES N0. #6 BARS MAXIMUM SPACING.44'OC 2&CONCRETE USED.FOR'FOUNDATIONS(WALLS,FOOTINGS„ETC.)AND SUBS-ON-GRADE SHALL"SE-TESTED BY M INDEPENDETN ACI CERTIFIED TESTING LAB.'HIRED, RESPONSIBILITY FOR THE VALIDITY OF THE SUBSURFACE CDNDHoNS.. - , (U BARS MAXIMUM SPADING O DE AIL SCHEDULED,MD PAID FOR BY THE OWNER.THE.FOLLOWING MINIMUM'TMNO SWJ,L BE PERFORMED,MO FIELD/LAB-RESULT REPORTS SUBMITTED TO THE STRUCTURAL. � . I - (UNLESS,OTHER WISE NOTED ON DETAILS) ENGINEER FOR APPROVAL' I -' 9.NO FOUNDATION OR SUB SHALL BE PLACED IN WATER OR ON FROZEN GROUND.SUCH FOUNDATIONS OR SUBS PLACED IN SUCH CONDITIONS WILL BE .AIR ENTRAINMENT AT PLACEMENTS-ASTM C-231.97 � - I - IMNEDIAT0.Y REJECTED MO REQUIRED TO BE FULLY REPLACED AT NO ADDITIONAL COST H CONTRACT THE FSLABSION.LA HORIZONTAL REINFORCEMENT.SHALL BE#9 WIRE STANDARD.CONTINUOUS MUSS REINFORCED-LOATH DEFORMED"SIDE WIRES-AT 8'ON a SLUMP-ASTM C-143 � _ � " -.' CENTER EXCEPT AS OTHERWISE NOTED.'TEE-SPUCE'TRUSS BARS"AT ALL WALL INTERSECTIONS. •COMPRESSIVE STRENGTH-ASTM C-39 ' 10.ALTHOUGH GROUNDWATER ISSUES DURING CONSTRUCTION ARE NOT EXPECTED 10 BE M ISSUE THE CONTRACTOR SHALL PROVIDE.SUFFICIENT MEANS OF :CONCRETE CYLINDER SAMPLES SHALL BE OBTAINED FROM'EVERY OTHER CONCRETE DELIVERY TRUCK FOR COMPRESSIVE'STRENGTH TESTING..SIX(6)CYLINDERS SHALL BE . SITE DEWATERING,AS NECESSARY. ENSURE FOUNDATIONS AND SUBS ARE.PLACED AS SPECIFIED. '13.CELLS M RECEIVE VERTICAL REINFORCEMENT SHALL HAVE SPECIFIED GROUT PLACED-TO THE FULL HEIGHT. MADE FROM EACH SAMPLE TWO(2)CYLINDERS WILL BE TESTED AT 7-DAY CURE AND TWO(2)CYLINDERS WILL BE TESTED AT 28-GAY CURE TO DETERMINE COMPRESSIVE STRENGTH OF THE CONCRETE IN ACCORDANCE'WITH AST,C39.THE LAST TWO(2)CYLINDERS.SHALL BE HELD IF.NEEDED FOR FOLLOW UP 56-OAY TESTING IF NEEDED.MR IT.STRUCTURAL FILL.'IMPORTED STRUCTURAL FILL WHERE REQUIRED,MUST BE FREE OF ORGANIC;FROZEN,OR OTHER DELETERIOUS MATERIAL AND CONFORM 14.DOWELS SHALL BE PROVIDED IN-THE FOUNDATION WALLS TO MATCH BOTH SIZE.AND LOCATION-OF MASONRY WALL REINFORCEMENT;' ENTRAINMENT MD SLUMP WILL BE TESTED AT EACH SAMPIE'AS WELL TEST RESULTS WHICH ARE DETERMINED BY TIE ENGINEER TO.BE DEFICIENT OR QUESTIONABLE WILL TO THE GRADATION REQUIREMENTS OUTLINED BELOW.STRUCTURAL FILL MUST BE PLACED IN LOOSE'UFIS NOT EXCEEDING 12 INCHES THICK FOR EXCEPT AS OTHERWISE NOTED.REFER TO DRAWINGS FOR SPECIFIC DETAILS. . , REQUIRE,TINT THE CONTRACTOR PAY FOR ADDITIONAL TESTING AND CORING OF THE IN-PLACE CONCRETE.INCLUDING PETROGRAPHIC EXAMINATION WITH REPORVAS DIRECTED: II��11 U ' SELF-PROPELLED VIBRATORY ROLLERS,AND 8 INCHES VIBRATORY PLATE COMPACTORS. STRUCTURAL FILL SHALL BE PLACED.WITHIN THE FOGRNG-BEARING 15.REFER TO ORANiNGS FOR C.M.U.WALL LOCATIONS AND DIMENSIONS - BY THE.ENGINEER.CONCRETE DETERMINED 8Y THE ENGINEER TO REMAIN DEFICIENT AFTER FINAL TESTING SHALL BE ENTIRELY REMOVED MD,REPLACED AT NO ADDITIONAL W . (1 H:1V)'ZONE -_. .. COST. ... I F SIEVE SIZE STRUCTURAL.FILL-(PERCENT PARING BY WEIGHT)-. 16.N0 OPENINGS SHALL BE PUCm IN C.N.U.WALLS.. _ ,_ _ O ' .. ':.. 29.SUBMR TESTING AGF11C1 LAB RIFORT TU TIE ENGINEER'FOR.ARPROVAL. _ � .. .O 8T 100-100 - - ' . 17.UNLESS OTHERWISE NOTED OR SHOWN ON PLANS-AND SECTIONS,BOND BEAMS SHALL HAVE(2) +5 REINFORCING,BARS SET V CLEAR R I 30.CHAIR BARS FOR SECURE PLACEMENT MD.POSMONING OF REINFORCWG.SIEEL IS TO"BE PROVIDED:'CHAIR BM OR SIMILAR APPROVED MANUFACTURED DEICES .3, Z 3.4' 45-95 _ -FROM THE BOTTOM OF A STANDARD UNTEL BLOCK ANTI FILLED WITH 3,000 PS SPECIFIED GROUT PROVIDE BOND BEAMS AT ALL TOP COURSES' INTENDED FOR USE MUST BE SUBMITTED TO THE ENGINEER AND APPROVED IN WRITING PRIOR TO ORDERING MATERIALS.REINFORCING SUPPORTS SHALL BE-OF PROPER 9 ' / _ VERTICAL REINFORCING'TO PENETRATE"INTO OR THROUGH BOND BEAMS 1 - . HEIGHT,LENGTH.SPACING,SIZE AND MATERML TYPE;AND SUBMITTAL SHALL INCLUDE THIS.DATA WITH CURRENT MANUFACTURER DATA SHEETS IN NO CASE SHALL.BRICK.. _ NO.4 30-90 - - WOOD,OR OTHER NON-CONFORMING REINFORCING SUPPORTS BE.USED.MAXIMUM SPACING OF MESH SUPPORT CHAIRS.SIWl BE 18'IN EACH DIRECTION. '�7"' F r o.•1F00 0 50 �. . .. ' .ADHESIVE'ANCHORING NOTES .. - NO.200 0_I2 - '. - 31.CONCRETE STABS REQUIRE A CONTINUOUS.VAPOR-BARRIER SYSTEM PLACED BENEATH THE SUB.THE VAPOR-BARRIER SMALL BE"15 WILL POLYOIEFW WITH JOINT$ U -NOTES: THREE INCH MAXIMUM PARTICLE SIZE WITHIN 12 INCHES OF SUB GRADE I � .1. POST-INSTALLED REINFORCING BAR CONNECTIONS SIGNED PER THE DEVELOPMENT AND SPLICE REQUIREMENTS OF ACI 318 . LAPPED NOT LESS THAN.8 INCHES . . .. _ 12..CRUSHED STONE BENEATH FOOTINGS SFULLL BE V ANGULAR,WASHED STONE NO FINES OF.LIMESTONE OR GRANITE QUARRY,'COMPACTED TO ACHIEVE M 2' POST-INSTALLED REINFORCING BAR CONNECTIONS SHALL CONSIST OF TIE FOLLOWING ADHESIVE SSIENS•'AS,PROVIDED BY HLLTI.INC... . ''•32.EPo%Y ADHESIVE FOR SECURING FASTENERS.TO CONCRETE SHALL CONFORM TO ASTM C-881.EPDXY SHALL HAVE,A MWIMUM ALLOWABLE SHEAR STRENGTH OF 3,70OPSI F[7j] ' EQUIVALENT OF 95%MODIFIED;PROCTOR DENSITY COMPACTION. I (. ) _. - AT 14 DAYS ASTM D-732 I . , W - F 1Cy , - . . 3. CONTACT-HILT AT(800)879-BODO FOR PRODUCT RELATED QUESTIONS: - - cn W ' TEMPORARY 3ACIQNG AND SHORING. - - . . - � 4. POST-INSTALLED REINFORCING BAR CONNECTIONS IN CONCRETE WITH ADHESIVE SYSTEMS WITH S.f.Se-TECHNOLOGY:- "1.THE CONTRACTOR MUST PROVIDE TEMPORARY STRUCTURAL:SUPPORT OR SHORING,AS REQUIRED,TO INSTALL NEW FOUNDATIONS AND ''U ' . � A)HILT)-HIT-RE 500-SO ADHESIVE SYSTEM WITH POST-INSTALLED STEEL REINFORCING,BARS INSTALLED USING THE`HILTI HOLLOW'DRILL BIT(TE-CD' , FRAMING RETROFIT. • ' I ' . . . OR TE-YD). . . _ I I ' r , 2,THE CONTRACTOR MUST-PROVIDE'ADEQUATE LATERAL BRACING.SHORES MUST BE CARRIED DOWN TO FIRM BEARING MATERIAL'AND THE . I ' , I B.)HILT'HR-HY 200 ADHESIVE'SYSTEM WITH POST-INSTALLED STEEL REINFORCING BARS INSTALLED USING THE HILT HOLLOW DRILL BIT(TE-CD OR LOAD MUST BE ADEQUATELY'SPREAD OUT ON THE EXISTING SOIL OR BEACH STONE . . 1 - TE-YD)` . 3..NEW STRUCTURAL BEAMS AND JOISTS SHALL BE PLACED IN SUCH A MANNER TO TRANSFER EXISTING LOADS TO THE FOUNDATIONS . . .. : 5. THE DESIGN OF STRAIGHT POST-INSTALLED REINFORCING BARS SHALL BE PERi'ORNED PER THE DEVELOPMENT MDSPUCE REDUIREMENfS OF TIE ACI' 'TEMPORARY"JACKING AND SHORING OF THE'EXISTING'STRUCTURE IS REQUIRED.TO RELIEVE EXISTING APPLIED LOADS UNTIL NEW FOUNDATIONS. - 318 BUILDING CODE REQUIREMENTS FOR STRUCTURAL CONCRETE THE POSE-INSTALLED REINFORCING BAR SYSTEM.IS M ALTERNATIVE TO AND CONNECTIONS HAVE BEEN COMPLETELY PLACED AND SECURED.JACKS MAY NOTBE RELIEVED.NOR SHORES REMOVED,UNTIL NEW p u CAST-IN-PLACE REINFORCING BARS GOVERNED BY ACI 318 AND IBC I CONSTRUCTION WORK IS COMPLETE,THEREBY TRANSFERRING.APPUED LOADS TO NEW STRUCTURAL ELEMENTS CONTRACTOR TO SUBMIT THE . - K, .. - CHAPTER 19." INTENDED JACKING AND SHORING SCHEME TO THE STRUCTURAL ENGINEER FOR APPROVAL PRIOR TO STARTING WORK. . FIT'., w 8: THE ADHESIVE SYSTEM SHALL BE TESTED IN'ACCORDMCE WITH THE ICC-ES ACCEPTMCE CRITERIA FOR POST-INSTALLED ADHESIVE ANCHORS IN 4.DURING THE CONSTRUCTION PHASE IT IS THE RESPONSBILITY OF THE CONTRACTOR TO PROVIDE NECESSARY TEMPORARY SHORING'AND yyy0q .. ' CONCRETE ELEMENTS(AC308).TABLE 3.8.TECHNICAL DATA SHALL BE PUBLISHED IN M ICC-ES EVALUATION SERVICE REPORT SHOWING COMPLIYNCE' BRACING TO MAKE THE STRUCTURE STABLE AND PLUMB BEFORE'COMPLETION OF CONNECTIONS.TEMPORARY BRACING SHALL NOT BE REA/OVID. �j ��HHrq••.... UNTIL THE STRUCTURAL FRAME IS PROPERLY SECURED TO THE LATERAL LOAD RESISTING ELEMENTS IN THE STRUCTURE THE STABILITY OF THE T S! -• 'WITH IBC 2012. .. . " FRAME DURING ERECTION IS THE CONTRACTOR'S RESPONSIBILITY- � _ N. OT 3 - A.)',CC-ESCC ESR-2R�E FOR HILT HIT RE-5OG-SD ADHESIVE ANCHORS AND POST-WSULLED'RENFORCING BM CONNECTIONS IN'CRACKED AND . ' . ... , NC CONCRETE .. o' U .. Q E . . - .. .. W SCALE B.)OC-ES ESR-3187 FOR MILT HR-HY 200 ADHESIVE ANCHORS AND POST-INSTALLED REINFORCING BM CONNECTIONS IN CRACKED AND - J AS TOOTED . b '. ..UNCRACKED CONCRETE _ . 4 DE ST DLBY JB/NTB 2 - � 7.. PDST-INSTALLED REINFORCING BM INSTALLATION SHALL PERFORMED BY PFRSONNF3,"TRAINED TO INSTALL'THE SYSTEM PER-THE MANUFACTURERS - DATB . V . . PRINTED INSTALLATION INSTRUCTIONS(MPII),AS INCLUDED IN THE ANCHOR PACKAGING THE CONTRACTOR SHALL ARRANGE FOR A HILTI REPRESENTATIVE,. - 031OW016 �I I .'DOCUMFNTFDeI ImONTO PROVIDE T F�IRMATONAPRIOR TO TION LATHE COMMING FOR ENCENENf-INSTALLED MSTAWNREINFOGI �BAq THAT ALL OF THENG BARS.THE STRUCTURAL ENCINSEPEASONNEL WHOCORD MUST E LL INSTALL - . . . . .. DRAWN BY 5. I _ REINFORCING BARS NAVE BEEN TRANED TO INSTALL..THE INSTALLATION INSTRUCTIONS �p3yy` TTTB C .. .. (PO4 POST-INSTALLED .. _ - _ p CRFA(IDBY P� . PER�ME MMUFACTURER'S PRINTED .. gg2 . fi .. REI .. - .8. .TINE POSHON OF EXISTING RT,FOR ROSCANRS IN X OONCRETE STRUCTURE SHALT..BE LOCATED PRIOR 70 POST-INSTAIUNG BVRS,.ExISTNC BARS 4 9 .. SHALL.BE LOCATED USING HILTI FERROSOW GIN %-RAY CHIPPING OR OTHER MEANS. G . .5j .. .. 9. DRILLED'HOLES ARE TO BE Y'LARGER THAN THE ANCHOR IN DIAMETER .. .. •. - - - - - 10. HOLES ARE-To BE CLEANED WITH A THREE STEP PROCESS: . 0. Sd I A. BLOW FOUR BURSTS OF COMPRESSED aR INTO HOLE' .. BJ,SWAB HOE 4 TIMES WITH BRUSH OF SAME DIAMETER AS HOLE'. - _ - d o . G .i _ � - q . C.)BLOW HOES FOUR MORE TIMES WITH COMPRESSED MR .. PERMIT SET ,I . O _ - 11. -HOLES ARE TO BE FILLED WITH ADHESIVE SO TAT.WHEN THE INSERT IS PLACED,THE HOLE IS COMPLETELY FILLLLD WITH ADHESIVE "NOT FOR CONSTRUCTION" 3 PROOFiCT.NLo"UUSLD!6O8 12. FOLLOW CURING TIME PER PRODUCT _ $ . EO C18451.00 , I ) ' O COASTAL engineering co. . O6'0' ',ZNI OaEmyHM:misra W @b9 L I L I�l I I z � - 1 • H — - — — — , O O O • --- - I u I ' ------- -------- � LANR A Ep�OO9SS60 ----'-- G� E4j --- --- I 1------ -- -- --- - ' n BOON l EN(VI(LL.`lR , 1 I , f I — PROPOSED WORKING AREA - , I' L _ I. ' '.• I_ '-. 'I. _ t. I_ ". I -_' L — I. I. .—. I _I. I , , Q I I I i I I 1 I •' I � I I I I i . I E I ,I ABBREVIATIONS&NOTES i U eaear`aenoDs: I I I SPNI-SILL PLATE NAIUNG W/16d COMMON NAILS O SPACING IN INCHES A K.P.-KING POST I I I I Ks-KING STUDS F.H.-FULL HEIGHT. I b p EN:—EDGE NAIUNG W/10d COMMON NAILS AT 6'O.C.U.N.O. .R/R—ROOF RAFTERS - I I _ - I .. .I` I � SCAL6 F/J—BOOR JasTs _E2 AS NOTED ' D/J-DECK MST .. V MDR-HEADER I F - - ' - - _ - - _ - _ - - _ - _ OATS 03/0820/6 .5 U.N.O. -UNLESS NOTED OnQRWISE L------ ------- --- - : 7 DRAWN BY C T0.-TOP OF - _ 1Y-0' 6_p• --.----- ----- --- --- ------- ------- --- --- ------ - -- sSi NTH 12'-0' tY-0' C"BCK®BY -P� I E...-EACH WAY - 3b - . I I ' HQIML 1. PLrwppO AROUND OPENINGS. 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EDfISTWG W®'SRFFl0ITDE' (ATM ) FLAN TO HT EXISTING COLUMN PER PLAN ..PER PUN EXISRNG'COLUMN PER RAN .. .. .. (VLF.) I NI'F') B'(MIN.)OF�'ONCRUSHED ACCEPTABLE COMPACTED ANGULR EXISTING COLUMN CONNECTION A EXISTING COLUMN CONNECTION B (6)Yi BARS EQUALLY SPA, E.W ROLLED 'STONE aC.ACCFPED ST PROOF' , _ �5 !�5 - Fl0.lID STO OR,COMPACTED SiRUCNRAL LL scn s l•-no 20 P-0 300 ' ...SCALE: - - NEW CMU WALL PER.PLAN W - .. NEW QN ALL PER. 'FI 3. . .. .. .. _ - .. EXISTING 3'CONC.SLAB.W/ .. SLAB W/ ..... . .. _ 6a6�I91.W.W.M.ON 10 GA EXa/91 3'GONG - .. .. O GAL ANRED STEEL'DECK - GALVANIZED WSiEEl.OECKC0. .. . scAULY•-r-0• z 0 (4)Wftl'70'ANCHOR - .. LffW MOP BEAM .. PER PLAN ,4'I A323 BOLT(TYP) NEW DROP.BEAN COLUMN PER PLAN .. _.. PER PLAN : - O C )i'.A323 BOLT(TIP) AR DROP BEAM ,. O (• QIPICAL MOP BEAM - E%IS11NG SUB(VJF. TYPICAL BASER Y.'LEVELING C W/.3'' . - FOR - SHEAR T B.M BOTH MAX SPECYFIED GROUT . .- SIDES COLUMN -. ." TYP .TAB NEW H55 COLUMN PER PLAN - FOR Y .. 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I - _ 0a8.16 CONT.DOUBLE BOND . " `NBzzt PANEL - .• BEAM W/(2)0 CONT.BARS - .. SUPPORT BEAM - L40zY CONS SW FASTENED TO CMU WALL W/HIL .. K H-EZ Y.•x3•ANCHOR.0 24.O.C. .. ... _ N I2'.GROUT .. FILLED CMU WALL - x AR _ _ - CMU .. ..NNW U•CW OUT LTO1 ALL W8 HI F K EZ f w / X S 30 Y d10R O 2{•O.G NEW 8•,TROUT FILLEV .. ` OISTING IS CA' GALVANIZED. . CU" "WALL �. � � , _ .. . NEW 12%GROUT FLLED CMU - STEEL DECK'.W/3'CONCRETE' SOES OF WALL WALL .. TOPPING ANTI Bab p9(o W WN. WALL ,SEAL.BASE.ON BOTH - SEAL BASE ON BOTH STIES OF - DaSTING 1D CA GALVANIZED EXISTING INS COLUMN BEYOND' EXISTING 18 GA.-CALVANIZFII EXISTING 26HB OPEN WEB. EXISTING IS CA.GALVARI2m ... STEEL DECK W/3'CONdtETE SEAL BASE ON:SOTN - SIEO.DECK W/]•'CONCRETE STIES OF WALL.. - SEAL BASE L BOTH 'ry .. 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MARKER REVISIONS DATE CAPE GUN WORKS CAREY°S m m mm � INDOOR FIRING RANGES •I6MAL.RM6q.N66VENTILATIDN o 8201 W 183RD ST;STE 8 P-708.532.2449 HYANNIS MA " TINLEY PARK.IL60487' F'708.429.2150 �. CAREYSCENTRAL.COM D. co 1 Z 3 4 g 0 w=zwwoo mF W F- . - - <Husa pao of Z�z °gai �. yo �wd o wore D Z ' O W ------ --------------------------- -------.---------------- —--- ,--- -- ——— --.— —————— ——— ------------- I Q 2 h u�]? I" N . : MAU-1 C .. I FAU•1 t I' a I, F� C I W 'c I �. .o f vim—OA I/\ I g F- I/:\I 5 \11 d:. wo � s I I \ n w 4. }> ww L.. L.' 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LOCATION OF MAU CONDENSATE CONNECTION-DRAIN PIPING BY GENERAL CHECKED eg a er'giN CONTRACTOR' ��d1e s�s N IN D ON wip 4, LOCATION OF FAU ELECTRICAL CONNECTION POWER WRING G AN DISCONNECT BY €gs� DATE ELECTRICAL CONTRACTOR agi ��= 201sa1_27 4 0 4" 8 12 .5. 'SHEET METAL CONTRACTOR TO BLANK OFF SUPPLY AND RETURN OPENINGS O AROUND. pe3�;4 € JOB SCALE:3/16"_1'-0 ',. CONNECTION TYPICAL a§;•g� zp SEET „ DUCT CO AL gggg 'SCCQ ' 1 RM-102 - 2 3 4 . 5 . 1. 2 3 • 4 5' -z H� F "�FG O¢dt�KO � [] 0 p o �Fzm� wo°< D .. - — .: . W Ir ---------------------------------------- . r ' .. --- -- -- --- - ------------- --- -------------- -- - .. - . 14'-73/16 33'-10" 14'-41/2" 24!_1011. Q I rn I fn 22"X 60"I D DllCT I 1 - tV� 26".X 64"ROOF OPENING I 2 . p. .L 17°X44"ID DUCT 18"X781'D DUCT C I. g 21"X48"ROOF OPENING. 22".X 82"ROOF OPENING I W a W N. a C ' f wm0 .. O.. 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I Q Q OUTLINE OF RANGE SPACE q L'---------- ------------------------- --- -------------- --- - I . .. , ---------------- -------------------J ' .- "' C C Z Z (D RANGE MECHANICAL Q O CURB PLAN V p A SCALE:3/16"=l'-0" ase k4Pgg# z, DRAWING NOTES: gig. 3^""Hal a�gse" A REFER TO RM-001 FOR GENERAL,NOTES AND SYMBOLS I�g#3�Beapp oaAWH ALL PENETRATIONS PROVIDED BY GENERAL CONTRACTOR-COORDINATE o§§saaaIGe KMW' ALL PENETRATIONS WITH STRUCTURAL 3,a s;^q� CHECKED DATE .4 O 4' 8 1Z - _ _ _ - WJp 20069.ONOZ7. . Ens�ce�ag SCALE:3/16"=.1.0" gatlaSp�t$ SHEET 5h RM-103. 1.. 2 3 4 -.. S l 1 2, 3 4 5 oom � o° F - a�pao�ow o W�° ° 000MH D o co �8wLLw�e< • O - W FAU•1 W. MAU-1 A Y , Q rn o. u v N N C q a It 5 °z 3 m C °a �.. W wO us -. - - �e DWZ QW - �aN 2, �Lu . - JQ. NP:U N . W O .. - RANGE MECHANICAL SECTION . B SCALE'1/4" 1:_0:, RM-101 1 ' B 'KEY NOTES:: DRAWING NOTES: w'. 1. RADIAL DIFFUSER PLENUM ASSEMBLY.-INSTALL AS LOW AS .,REFER TO RM-001 FOR GENERAL NOTES AND SYMBOLS: Y Z POSSIBLE WHILE PERMITTING ACCESS AND VIEW INTO THE RANGE- DRAWINGS ARE FOR REFERENCE TO RANGE VENTILATION SYSTEM Q TYPICALLY INSTALLED JUST ABOVE DOOR OR WINDOW FRAME- ONLY.BALLISTIC EQUIPMENT HAS BEEN SHOWN FOR ILLUSTRATION WHICHEVER IS HIGHER PURPOSES.REFER TO BALLISTIC DRAWINGS FOR ACTUAL LAYOUTS. O 2. LAY-IN CEILING SHALL MOUNT ON CONTINUOUS ANGLE FROM _ HEADER OF DIFFUSER PLENUM TO 5FT OFF FRONT OF PLENUM AND THEN RUN FLAT TO START OF BALLISTIC SAFETY CEILING-CEILING AND INSTALLATION BY GENERAL CONTRACTOR OR OTHER "z Z APPOINTED TRADE 3. ROUND MANUAL VOLUME DAMPER. - - - Z 4: GRADUATED SUPPLY'DUCT w 5. OPPOSED BLADE MANUAL BALANCING DAMPER-BY SHEET METAL CONTRACTOR. � O U. o A �sat�e .. - .. - . . ,. .. •, Al s DRAWN .. 3ire.$Q F CHECKED WJP , gQQy5pp CaG9�i2He��F sd COaG 2oDeA-oTEzi 4 0 4.. $ JOB NO Sig. R SCALE:1/4"=1'0" e38�s'�eYgi SHEET s _� RM-301 '. 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CAPE GUN WORKS MARKER REVISIONS DATE ' AREY'S INDOOR FIRING RANGES eMAL RMegANo O eNT0.AT}ON 1 8201"W 183RD ST;STE B P:708.532.2449 HYANNIS, MA TINLEYPARK,IL60487 F708.429.2150 CAREYSCENTRAL.COM D W .. n .O. 1 2 3 4 5 - - oxyFop rc Q .. a aU. ow RA ���3�<0 DIAL DIFFUSER PLENUM'"SCHEDULE OW SCHEDULE � AIRF � L DIFFUSER DES.AIRFLOW DAMPER TAG. SERVICE LOCATION BASIS OF DESIGN NOTES` "RETURN EXHAUST FAU BYPASS MAU' OUTSIDE, MAU J. SUPPLY �6 ' QUANTITY: '(CFM) SIZE.' SERVICE rcvpmw D AIR AIR. SUPPLY .TO MAU .RETURN AIR' SUPPLY' AIRgw° oQ` D RDP-1 FIRING RANGE SUPPLY AIR FIRING RANGE 8 .2.450 1-16o -,CAREY'S 48ABS24-1-16. 1-3 (CFM) (CFM). (CFM) (CFM) (CFM) (CFM) (CFM) (CFM) RDP-2 FIRING RANGE SUPPLY AIR FIRING RANGE 4 j 2,450 1-16o CAREY'S 42ABS24-1-16 1-3 SYSTEM-1 RANGE 1 16,170 5.145 11,025 4,300 '6,725. 3,675 10,400 14,700 p RANGE 2Ln t;. ROUND MANUAL VOLUME BALANCING DAMPERS ARE SHIPPED LOOSE FOR 3.".INSTALLING CONTRACTOR TO SUPPLY START COLLARS > FIELD INSTALLATION.. SYSTEM 2 16,170 5,145 11,025 4,30D 6,725 3,675 10,400 14,700 w 2. INSTALLING CONTRACTOR TO MOUNT DAMPERS AS CLOSE TO GRADUATED SUPPLY DUCT AS POSSIBLE WHILE PERMITTING EASE OF ACCESS FOR'. BALANCING: FILTRATION AIR=HANDLING'UNIT SCHEDULE DDG PANEL.SCHEDULE N E REMARKS FAN DATA MOTOR/ELECTRICAL DATA AIRFLOW SCHEDULE - IT NO SERVICE R ARKS UNIT NO. SERVICE LOCATION. WEIGHT OF S Y TYPE � ENCLOSURE , ESTIMATED BASIS T.SY. FANRETURN EXHAUST SUPPLY REMARK DDC-1' FIRING RANGE NEMA 1 1-2'. Q CFM I WG RPM` TYPE , .DRIVE. HP BHP' VOLTS; PH HZ RPM AIR. AIR AIR (Lbs)' DESIGN ' 20A CIRCUIT AND DISCONNECTPROVIDED BY,.CFM (CFM) OTHERS FAU-1 RANGE 1 ROOF 16;170 8.45 1,531 GENT.PLEN ..BELT 40.0 30.54 4.60 3' 60 1,750. 16,170 5,145 11,025 6,295 DAIKIN OAH045GVDC 1_12 2. INTERNET CABLE AND CONNECTION BY OTHERS Y1 r N N FAU-2 RANGE 2 ROOF '16 170 8.45' `1.531° CENT.PLEN BELT 40.0 30.54' 460' 3 60 1,750. 16,170 5,145 6 11,025 ,295 DAIKIN 9AHG45GVDC 1_{2. 7. THE AIR HANDLING UNIT IS SHIPPED IN. 1: HIGH PRESSURE LOW LEAKAGE CONSTRUCTION. MULTIPLE SECTIONS FOR FIELD BY CONTROL CONTRACTOR.' Z' a u C 2. PREPAINTED G60 GALV STEEL EXTERIOR ASSEMBLY IN ACCORDANCE'WITH MANUFACTURER'S INSTRUCTIONS. 1.1:. FACTORY INSTALLED VARIABLE:FREQUENCY.DRIVE IN MOTOR, W p 3. R-13 INJECTED FOAM INSULATION. 8. WEATHER HOODS FOR THE EXHAUST AIR OUTLET ARE SHIPPED LOOSE SECTION 4.. 21NS.FRAME AL a w v m . 5. CURB READY BASE : -.9. FACTORY INSTALLED T DAMPER IN EXHAUST OPENING 12. DISCONNECT BY ELECTRIC CONTRACTOR o - :B. PREMIUM EFFICIENCY MOTOR RATED FOR.INVERTER DUTY' 10. EXHAUST.DAMPER ACTUATOR SHALL BE FURNISHED AND INSTALLED m �J Q .. .: .. Q .. '.m aw '. FILTRATION AIR-HANDLING UNIT FILTER.LIST >�}} ' .>.JLN FILTER I FILTER.II FILTER III. TOTAL b U FILTER. ro UNIT NO. ' CFM FACE DES.FACE FACE MAX FACE FACE. MAX-FACE S:P.DROP REMARKS QUANTITY&. QUANTITY& QUANTITY& SIZES IN TYPE' EFFICIENCY AREA VELOCITY: TYPE EFFICIENCY..AREA 'VELOCITY TYPE EFFICIENCY AREA VELOCITY. CLEAN 'DIRTY 1 ) (SQFT) . (FPM) SIZES(IN) SIZES(IN) (SQF'T) (FPM) (SOFT) (FPM) IN.WG IN WG (3)24X24X2 (12)24X20X2 (3)24X24X12(12)24X20X12 (8).24x24x12 " FAU-1 16,170 PLEATED MERV-8 -49.4 328 V-PANEL MERV-14 49i1 329 99.97%HEP MERV-17' 40.0. 404 1.56 . 5.8 1-3 .(4)'12x24x1.2 (3)24X24X2 (3)24X24X12(12)24X20X12 (8)24x24x12 FAU-2 16,17. PLEATED MERV-8 49.4 328 V-PANEL MERV-14, 49.1' 329: 99.97%HEP ..MERV-17 40.0 404 1.56 5.8 1-3. (4)12x24x12 1- FILTERS ARE SHIPPED LOOSE FOR FIELD INSTALLATION- 3. INSTALLING CONTRACTOR SHALL.INSTALL'THE FILTERS IN. 2. INSTALLING:CONTRACTOR SHALL RECEIVE THE FILTERS THE FILTER FRAMES WHEN DIRECTED TO BY THE RANGE . AND PLACE INTO STORAGE UNTIL READY FOR START-UP TECHNICIAN'JUST PRIOR TO THE RANGE INSTALLATION OF THE FILTERS.. CLOSE-OUT TESTING, B MAKE-UP AIR UNIT SCHEDULE e .. DATA. AI F DU FAN p` ELECTRICAL DATA R LOW SCHEDULE w ESTIMATED BASIS rn UNIT NO. SERVICE LOCATION TOTAL SUPPLY RETURN OUTSIDE WEIGHT OF REMARKS• "' 0 F AN CFM STATIC RPM. BHP HP VOLTS PH. MROPD MCA AIR AIR AIR (Lbs): DESIGN Y Z TYPE IN H2O (A). (A) (CFM) (CFM) (CFM) Q CQ MAU-1 RANGE 1 ROOF AF SWSI 10,400 3.42 ` 1,737 9..1 10.0 460 3 86 69.4 10.400 6,950 3,450. 4,630 DAIKIN MPS030F 1_1q O rQrnn C MAU-2 RANGE 2 ROOF AF SWSI '10,400 3.42 1,737' 9.1 10.0 460 3. - 80. 69.4 10.400 6,950 3,450 4,63& DAIKIN.MPS030F 7_14 V 1. PREPAINTED GALV STEEL EXTERIOR 7. MODULATING GAS HEAT AND TUBE OF COPPER.. Z Z z 2. DOUBLE-WALL CONSTRUCTION 8. DISCHARGE SUPPLY AIR TEMPERATURE CONTROL 12. 0-30%OUTSIDE AIR ECONOMIZER WITH. MOTORIZEO 3. 4.0 R-VALUE INSULATION VIA MODULATING HOT GAS REHEAT DAMPER UI 4. ETUMEA-USA LISTED UNIT 9. FIELD POWERED 115V.GFI POWER RECEPTACLE 13. MERV-8 OUTSIDE AIR FILTER RACK5. FIELD.INSTALLED BACNet MSTP CARD 10. ODP PREMIUM EFFICIENCY MOTOR 14. DISCONNECT BY ELECTRICAL CONTRACTOR 6. DX COIL WITH STAINLESS STEEL DRAIN PAN. 11. ALL COILS ARE FIN AND TUBE TYPE.FIN OF ALUMINUM CL U MAKE-UP AIR UNIT COOLING/HEATING DATA ,g�ytl�e,Ir COOLING COIL SECTION HOT GAS REHEAT GAS HEAT SECTION COMPRESSOR SECTION l3 �g�pss . A. UNIT NO. CAPACITY. a B4g=ggQ i. DRAWN'. CAPACITY:' ENT.TEMP(F) LEA.TEMP(F) AMBIENT AIR' ENT.TEMP(F) LEATEMP(F) ENT.TEMP LEA.TEMP HEAT' POWER REFRIG' e3EY'a3 !e MW Btu/hr D/B W/B D/B W/B. TEMP(F) INPUT. OUTPUT. CAPACITY a D/B W/8 D/B W/B Btu/hr Btu/hr (F) F x VVJP MAU-1 363,823 77.2. 66.5- 55.8 55.2 84.0 55.8 gg 0 ODO 240,000 53.0 MOD 3 3€ �8 CHECKED DATE O CONTROL CONTROL (kW) TYPE s'6 . 300, 74-3 ;sd 2 5. a g^e: 5 STEPS R410A @! 2016-01 zT 'lip �, 1 ��kt! I'�, JOB NO. MAU-2 363,823 77.2 66.5 55.8 55.2 84.0 55-8 68.0 300,000. 240,000 53.0 74.3 MOD. 5 STEPS 23.5 R410A s.of 4s RM ET R r @ $ j8�'�i a ke - SHEET 1 2 3 4• 5 N Cn N CJ'TJ m C D m n p T T D Dm O-c, mn a=m z0 zm (nz a p��� �m �mz zo �Immcpi '��pA. 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MARKER REVISIONS DATE" CAPE GUN WORKS - .o►FeEV's fA N S O eMALLARMBRA OEVE—ATION y o m INDOOR FIRING RANGES o . o —� 8201 W 183RD ST;STE B P:708.53212449 H f AN N I S MA TINLEY PARK,IL 60487 F 708.429.2150 T CAREYSCENTRAL.COM D m 0 " cn oz o -ncn DO m �I ^m o zrn OD . �n �y Or ' Z C Z. rQ I I 1 I" rl I . I , =- I II Pcl Do� I I I I it C I I� I I I II I� I. ' I N II DWI : 1 I. �oj po l m II a� npTnm I II 3�>oQ I' I n O I w m �.. L o l �Cc: 0 o'oo I "'W o�;<�o Z I � � �� z tnzo In��DA>J Z �momm O I I ;� : I •. 0z.Z0jm I .. o p0 I I 00. >6 I s� I . o I II N. I zo sue ' 3A L. o c II I'm .00 z =1 z I < IJ o < zo vm I I I �. �5n I II 00 0< I 'n vJg rmn� No I I az p Z0 Vri ' I , I II �'v v . I:' I I, rn.. I' I c z - �o I I z 00�. cc -zHy II. - I II D: 0 m o o L---------------JL-'--- --J m ' z m - •. wr .. Ln THE SEAL AND SIGNATURE APPLY ONLY TO THE - - ., DOCUMENT TO WMICH THEY ARE AFFIXED AND 'EXPRESSLY015GLAIMANYRESPONSIBIUTY " .. .FOR ALL OTHER PLANS,SPECIFICATIONS. OR® - - ESTIMATES INSTRUMENTS NTS RELATING OORI TENDS S TO BE RCHITEUSEDFOR OR ENGINEERING ERING TS PROF THE ARCHITECTURAL OR ENGINEERING PROJECT. MARKER REVISIONS DATE CAPE GUN WORKS *cAkRE=-'YlS �t m m N D 3 INDOOR FIRING RANGES GMAu�RMaRANGG�Ea,oN IV 8201 W 163RD ST;STE B P:708 532 2449 HYAN N I S MA TINLEY PARK,IL 60487 F 708.429.2150 e CAREYSCENTRAL.COM ce) 0 o a v co d g a . z w IT E 5 0 0 3 EL.Q - CAPE GUN. .- wV ;,T- .:,0 _'m'lK, . r '. a - 0? M DO 5 ¢ Z001 INDEX PAGE i Z5Il . l FIXED BAFFLE (Z :PURLIN) DETAILS co � _ ad e Z002 GENERAL NOTES s Z5f9:6 'ANGLED WALL DEFLECTOR DETAIL ooH k 0 3 a ii M . ZI01 RANGE PLAN " Z521 I' _ TOTAL CONTAINMENT=TR,4P . v:4 DETAILS Sao 3 Z102. BAFFLE HANGING POINTS �, Z53I . I PROJECT STATUS SRE RE REIVER DE AILS 0 T T T �. 0 Z103 REFLECTED CEILING PLAN .�-w}- Z581.: I SCREW CONVEYOR DETAILS 9siDSUBMITTAL 6. aq Z104. 1 RANGE. I..TRAP FOOTPRINT g Z581:3 SCREW' CONVEYOR SY.STEK DETAILS - - - PROJECT NAME Y Z 104.2 RANGE 2 TRAP FOOTPRINT K Z586. I STALL DETAILS i 3 Z105 SCREW CONVEYOR LAYOUT Z59`1.3 TOR.IT . DCU DETAILS. CAPEOUNWORKs m $r` Z106 FLOOR PENETRATION LAYOUT ' a' Z5.93.1 TORIT DCU DUCT SUPPORT LAYOUT zx 130I. I RANGE I SECTION VIEW Eff Z70f RANGE " ELECTRICAL PLAN Project manager. 13RIANSANDERS Territory Manager: MATT BINKERHOFF w Z 3 01.2 RANGE 2 SECTION VIEW Z 7 91: 1 T O R I T' D C U E L E CT R I C`A L Drawn By: - Protect Enginee JEREMY HADERLIE 0 a Approved By: JAMIE HADERLIE rn .. - - - origination oats: - JEREMY HADERLIE 7-20-2015 v` No-, BY REVISION' DATE . 1 MFS MULTIPLE UPDATES 1-20mlfi '.'2 MFS RESIZE RANGE.1 - 1-25-16- w Of F _� ... . `� (, L N v A T t - . .144 t" - _ SHEET NAME rh" y15. h• . 77 OM INDEX PAGE WING D N ` n RA UMBER a 16 2 0097 .. SHEET NUMBER Z001 - - SCALED FOR ORIGINAL DRAWING AT 23'X 34-. 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' O O, � D ,4O CD R M w u �-; 6 . o coCo /�C'T ' ON TM- z N i IT'1 m m � m A \ p -M 1 C) D m m S C n : C .n ^0, A O. . m _ Z 0 D Z mDmD D v m m m m c P O Box 636,Provo UT,84603, p 0 N m 3 z z " Office:(801)377 8033 Faz:(BOt)377 8096 www.ActionTarget.com x x x 7` (n � - I— The use of these plans shall be restricted to the original project site for which they were prepared. D D D m D " ° m 0 Mf z � � � � Pubhcabons expressly limited to such use.Re-use,reprotluction,or publication by any method in whole rnN D r� f f :0 x0 O or part is prohibited.drawings and designs remain the property of action target Inc.without reservation. . m m r r r T �1 Action Target Inc.2016 All Rights Reserved. - (nmmm -trn SAVED:2016-W-25 09:23:28 BY:MSTICKLER AT:S:\RDT(drafting)1PROJECTS\Open\Cape Gun Works\CAD Working\Cape Gun Works=99%v2-SUBMITTAL.dwg 24'-6 _0, . . 24'-11 7/8" V-83/4 '-8 3/4" 3'-11/16" 3'-11/16" Ll 1 3'-51/2" 3'-51/2" 3`-11116 170 T-11116 3'-51/2": 3'-51/2" 3'-11h6" 3'-11/16,,. ------ - I- 3'-51/2- 3'-5 1/2" .3'-1 1/16" 3'-1 ; -n , rZ mO I I ) I I cn cn J I. I Imtp�. I I I m I" i IN cy r - - ��� OD I . L. I i �ZrD I I I +Zrr- I �� - I I" mm 1. mm i I I l F I I " I i P CO CO m tm I. rn6,rn N Z I a f Nn D I Jz N = +z 1 m0 N m -� .: I 'o C7 I �-0 I In m c m Z i Qo ' '.o -t a G) m o D I m .' Z r Z umi f. I I I I I •.I' I i I i I � � I i" I I I I 11 I 1 I I I. I I i• 1 I I r DO I m?oO — — -- -- _ -- -- — r� N-im .. ..-I _ -i- - - 29 L L ` L zm G)m-t mm -Oro w-mt�c. • I n�:I . o � z m I. m _ _ .. - - D-1 cn co m<A m'D� Zy rnm� m<n 0 In m� 03 �� mQ mm �" �. m m: A. < ' . O - a - 9. m T � { o Y �►CTIOTN o a N x a Z m m c m o A a mi N. z m N � m O Cn: mTA z 1 c� m m m S C' `m o C g' ® 3 0 c T > > v o Z -4 CO N m o "� V. 3 O Z m C D D ro � m lJ m m > A D M m C 3 - (� X � — m In 3 m N P O Box 636,Provo UT,84603 < m < m Z Office:(801)377-8033 j Fax:(801)377.8096 www.ActionTargeLcorit D D Iny s e plans shall be restricted to the original proled;site for which they were prepared. r The use of then urJ Q o m 'Mm = Zo Publications expressly limited to such use.Re-use,reproduction,or publication by any method in whole" o D N A ZI X 0 m or part is prohibited.drawings and designs remain the property'of action target inc.-Without reservation." O1 O' In CAm M M -n M Action Target Inc.2016 All Rights Reserved, SAVED:2016-02-25 09:23:28 BY:MSTICKLER AT:S:\RDT(drafting)\PROJECTS1Open\Cape Gun Works\CAD_Working\Cape Gun Works-99 k v2-SUBMITTAL.dwg— 4-0" 4'4" 4'-0" 4'-0" 4'-1" 4-4- 4'-0 4'4" 4'-1" _ O �I- 1886 LBS + + 78'11 3/8" + 2980 LBS 74'-11 1/8" 2063 LBS }. .. _. t..- +.. - 74'-11'5r8" t" t f 3053 LBS 71'-31/4" 71'-33/4" - 1886 LBS -i.. lI + - . + 29 3g fi _ S 69'-811/16" 794 LBS '' $ -+ .. - } +_.. �t + 6794 LBS„ t 66-6 11/16e I 1649 LBS -. 63'-10 7116". 794 LB - + ... _.. .... . _ .._... +. + + > 66'7 3/16" + 2224 LBS S I I 794 LBS 60'-8 7/16" 1649 LBS +_ + .. t + + 2224 LBS 56'-5 6/8" I 794 LBS ----i- -- -+--.. _.. + -__-F.. _ .._. + + �- + + P 79.i 4 LBS I I I 'r 53'-3 5/8" -+- 53,-4.-. _ 1/8 + + 1 +649 LBS j } 2224 LBS t t f 47'-1 5/16" C _... 794 LBS 0 + 0 I 794 LBS 43'-11 5/16" A � M I � t 1649 LBS t + _ t. t A I 2224 LBS A C1 I 8--0" T i0„ I 4'_1". .. 8'-0�� 8 4'_1" 39-3° 38'-31l2" 905 LBS' N 07 I 11480 LBS D 35'-3 5/16" m + 875 LBS 1. _... -+. ._.: .._ +_., } t + + 5 3 13/16 rn 3875 LBS a rn 32'-1 5/16" v 1730 CBS 6 D 2305 LBS Z O 24-4 3/16"N . I ++. _ +► It } 24'4 11/16"6" 98S203 11/16" + 20'-0 /6905LBS 875 LBS m I: . i m 875 LBS c c 1T 1 11/16" c . . 1 1730 LBS .. _o +_ -0 .+: I + + + I 17 2 3/16 2305 LBS „ m c I\ 905 LBS 314" 9'-2 1/4' +. 1480 LBS 4'-11 3)8" 4-11 7/8 + 875 LBS 875 LBS �'. .. 1'-9 3/9' i i T-9 7/8" 1730 LBS - + _+... .._ + } ..+ 2305 LBS'0. . FRONT OF TRENCH --- - R F ONT OF THENCH V-1 13/16" 1+-1 5/16' 638 LBS 587 LBS f f 4'-7 1/8 4'-6 5/8" 1275 LBS 1173 LBS 8'-31/2" i t 8-3 1275 LBS' 1173 LBS _.--+ I � 1 r-117/e„ _ 1513 LBS: 4'0" 13 0"I 3'-0'`Imo.. I} 4'-0" . 3'-0" I 13-0I. Q 1392 LB S p,6: 1,-0 S z rc in m - _ 0� -nDm IT . - - 01 Zm mz 1 mA m 0X . 0 .. D-n ,. O,. W 3 g a a a In M o � ACT10 NTM In — Z O m N Ul VI In T RGE m 3LGZ) Q y z `mm C yy > • (� m m > m M C m —� : P O Box 636,Provo LIT,'84603 N co D —I Office:(801)377-8033 I Fax,(801)377-8096'I www.ActlonTarget.com i t _ M r The use of these tans shall be restricted to the original ro ed site for which the were re ered. DDDmD ppi r pp O m m m 2 Publications expressly limited to such use Re-use,reproduction.or publication by any method in whole- oD r'v M M M = m or part is prohibited.drawings and designs remain the property of action target Inc.without reservation. m - .Action Target Inc.2015 All Rights Reserved N m m m T rn - .. SAVED:2016-02-25,09:23:28 BY:MSTICKLER AT:S:\RDT(drafting)\PROJECTS\Open\Cape Gun Wol-WCAD_Working\Cape Gun.Works-99%Q-SUBMITTAL.dwg d. - 24'-6" _ 24-11 7/8" 4 11" 4-1, 3/8"AR STEEL BAFFLE WITH PLY&FASCIA o 0 3/8"AR STEEL BAFFLE WITH PLY&FASCIAii " 3/8'AR STE L GAFF WITH LY&FA CIA o 318"AR STEEL BAFFLE WITHPLY&FASCIA 71'-1 1/16" 71'-1 1/16it It 1/4"AR STEEL'BAFFLE WITH PLY&FASCIA' 0 1/4"AR STEEL BAFFLE WITH PLY 8 FASCIA o 66'-5 3/4" 1/4"AR STEEL BAFFLE WITH PLY 8 FASCIA o F. I�A�'�AR STEEL BAFFLE WITH PLY&'FASCIA o 60'-71/2" " 69-7 1/2'" " v.° w 4 AR STE EL EL BAFFLE WITH PLYo 5 , &FASCIA [: .:lTE EL BAFFLE WITH SCIA. o 3.211/1 " 6 53'-2 11/16" - 4-AR ST 1/ EEL BAFFLE WITH PLY&FASCIA o 1!4"AR STEEL BAFFLE WITH PLY&FASCIA 4&-10 3/8„ o - " 431=10'3/8" ^> m . m n M SUPPORT STRUT SUPPORT STRUT ° n 37'-31/2" 38'-31/2". m 0 0 ..n rn w r= 3/8"AR STEEL AnT o 3/8"AR STEEL AnT o 32'-0 3/8" . n. D 24'-411/16"". .SUPPORT STRUT'. • SUPPORT STRUT " .: • -4 11/16": 3/8"AR STEEL AnT 1T-0 13/16" 0 3/8"A11 R STEEL AnT c ., . - ° 1 7-013/16" 9'-2 3/4' SUPPORT STRUT_. SUPPORT STRUT ... .. 9'-2 3/4" 1'-81/2" AR w w 3/8" STEEL AnT o 3I8"AR STEEL AnT o ° 1'-81/2" 0'-0„ " FRONT OF TRENCH - FRONT OF TRENCH ��. .. Dm morn .I {0IT 1� jm• Dzrp mu. a) ��0 ZZ -.�r DC D� Or Oy1 -. D-i —'D I' Z -f �L .._Irp D TRAP AREA M D m A M O .. TRAP AREA D uw O T : SEE Z104.2 L7� m SEE Z104.1 -t m .r m ��. ` m�.... m �vLi O =0.0 m> O m� rn Mr- m IT D ._ Ouu)i m� 0z o0 : - OD "m - cn m m0 "rm .. -. _ O g O - - - - "O � .. .. - m m I o o , 0 o cli �.0 T. ® TM �- o < - D Co A x m TAR G,";.E T ��...z71 ."..cZi m.. m m S. z, m." C" o Sv. O 3 ® C '0 D D v CA A (� p m m 3 m M G" m m P O Box 636,Provo LIT,84603 m " { m 3 m z —I Office:(801)377-8033 1 Fax:(801)377-8096,1 "www.ActionTarget.com r „ xxx � rn - D D D D.m D The use of these plans shall be restricted to the original project site for which they were prepared. Z N N m m m = 0 Pubicabons expressly limited to such use.Re use,reproduction,or publication by any method in whole ;p M ,� m or part is prohibited.drawings and designs remain the property of action target Inc.without reservation. Y' m m m v, m m m O N Action Target Inc.2016 All Rights Reserved SAVED:2016-02-25 09:23:28 BY:MSTICKLER AT:S:1RDT(drafting)1PROJECTS\OpenlCape Gun Works\CAD_Working\Cape Gun Works 99%v2-SUBMITTAL.dwg Z _ . . O c T � O �1 MO q. C? _. I II t I LI i I II I ;L. I It I I I D c .I hA - 0 W ' a 1 I z li ; q p c M M M m nro II r w m v v I !. w 90 w m Z O CD CD m - 6 II L II r 1 II o II A" II I f 11 I I II i L6 ur b I II I II I I r o a a ? _ � m` m N . A �. TM _ �' CTION -� _ N y rn . . p A N Z O-Z m N � m o TAR-.GET Z c1 1 mm 5 C ` mi (- . o m mD .,DD m 3 Q m —I y P O Box 636,Provo UT,84603.. —{ Office. 801 377 8033 Fax: 801 377 8096 www.ActiohTargpt.com x < m < z z D ( ) I ( . I 9. ZD D D m D r The use of these plans shall be restricted to the original pioject site for which they were prepared mm m 2 zz CA -. Publications expressly limited to such use.Re-use,reproduction,or publication by any method in whole N o D Iv Z7 �7 ;l7 m or part is prohibited_drawings and designs remain the property,of action target Inc.without reservation. °' o' m cn m m m '� M Action Target Inc.2016 All Rights Reserved. - H YA N N I S PROJECT LOCATION 96 AIRPORT ROAD ti LOCUS PLAN 04 SCALE: 1" = 1000' d rn N � m d CENTERLINE OF POND 315'± NCo � b Z � W W_ �+ MAP 294 PARCEL 71 39,390±S.F. (UPLAND) 51,360±S.F. (POND) o 90,750±S.F. (TOTAL) °o- 1 F7 FRESH HOLE POND z 0000000i C� w / CQ � w �+ 0 � F6 P1.-000 Y � WF5 G�OF WF4 Q� P P LPN WF3 P doe _ cn /00 OG PPV11F2 P/ WF1 34 NOTES: �N 1. OWNER OF RECORD: JAMESON ENTERTAINMENT CORPORATION 96 AIRPORT ROAD HYANNIS, MA 02601 �o cr ..1 to 2. LOCUS IS SHOWN AS LOT 71 ON ASSESSOR'S MAP 294. Z 3. DEED REFERENCE: DEED BOOK 28747, PAGE 52 Q 4. PLAN REFERENCE: Cn PLAN BOOK 299, PAGE 27 N N�Z� 46, 15„E J1 5. FEMA FLOOD ZONE (#25001 C0566J) X - 2G�_ 6. ZONING DISTRICT: INDUSTRIAL (IND) 0 \'►' /L Q 15 ���� `03 _ MAP 294 � . NL. CHU.' HI JR. r - EXISTING BUILDING O�� #96 PARCEL 14 �n 'n s, N rnTrT go CID t3� G PLOT ----PLAN OF LAND AT 96 AIRPORT ROAD U), 13UILDING D P EXISTING BUILDING HAYNNIS, MA 02601 #80 �y N rJAN 0 7 2016 Cn EXISTING BUILDING �• TOWN OF BARNSTABLE #120 PREPARED FOR: Z DOWNRANGE, INC. ,A , 145 BARNSTABLE ROAD MAP 294 0 PARCEL 68 HYAN N IS, MA 02601 l LAND SURVEYING BY: JC ENGINEERING, INC. 2854 CRANBERRY HIGHWAY , 125'Sg Z�3'94 EAST WAREHAM, MA 02538 ROPO PREPARED BY: `RppR `AYpkjlI OVe 7,77 se ENGINEERING r &°ASSOCIATES, INC. Edwaral L."Pesce,"'P E.,-LEED AP 451 "RAYM PLYMOUTH, MA 02360 GRAPHIC SCALE epesce@comcast.net Phone:508-743-9205 20 0 10 20 40 80 cell:508-333-7630 FAX:508-743-021 SCALE: 1 '' 20' DECEMBER 8, 2015 ( IN FEET 1 inch 20 ft. JOB#946 -