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0100 INDEPENDENCE DRIVE (10)
/Dd ,-Tj�nde:Pe-n C&"n Ce SOGGLI S�curc tin''{ q A w a TOWN OF BARNSTABLE BUILDING PERMIT APPLICATION Map Parcel ;. .m� ', Application # L�� 1311 Health Division p c�7 ate Issued � ti Conservation Division �a� �. 2 ,�Q� �Q� Application Fee Planning Dept. ,�,.:..,j 3s �VTAQLE ��� Permit Fee Date Definitive Plan Approved by Planning Board /9 S^ 1 Historic - OKH _ Preservation/ Hyannis Project Street Address aA\S MA Nt4 %T Village �k!w,)\5 Owner A4,f of-T '?-D LI-C, Address Qj25 TH*%?_\7 A-4E4U : NW V 12Lk_JQY Telephone 5' - 11 - lo®00 V Ari Permit Request or-FiGir FIT— U P o F EXQ 5 i r11J ll 6FF((- 5PACC,� 14CC.u D&I ra 5� � \i� — �� a S�i�C� vJ�\-L t��5e SOUAL \T 1�\►� 0f-(�\L� Square feet: 1 st floor: existing proposed 2nd floor: existing proposed Total new ®a Zoning District Flood Plain Groundwater Overlay Project Valuation 1 11b.000,G Construction Type cA04 \0 Lot Size Grandfathered: ❑Yes ❑ No If yes, attach supporting documentation. •Ja�� Dwelling Type: Single Family ❑ ❑ IlAvl,i 1-TE Two Family Multi-Family (# units) p�\Ct 5LD4. Age of Existing Structure 50 Historic House: ❑Yes Q�No On V/.1�On Old King's Highway: ❑Yes ❑ No ❑Basement Type: ❑ Full Crawl ❑Walkout ❑Other 1 Basement Finished Area(sq.ft.) U Basement Unfinished Area (sq.ft) AI LA Number of Baths: Full: existing y new I Half: existing / new Number of Bedrooms: K) , existing _new Total Room Count (not including baths): existing new /® First Floor Room Count Heat Type and Fuel: Gas ❑ Oil ❑ Electric ❑Other Central Air: 0 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: 9 9 9 — 9 Zoning Board of Appeals Authorization ❑ Appeal # Recorded ❑ Commercial ?k Yes ❑ No If yes, site plan review# Current Use N�Wd,5 4DFFIco Proposed Use VSai�4S APPLICANT INFORMATION ( UILDER OR HOMEOWNER) Name , gA) D%4EN2 Telephone Number 7 5b- qO(o 2- Address 1 -4 &)U?-T License# CS - 110 30 q 13ofO&Q , mi cn k i o Home Improvement Contractor# Email G� 4&kf3 J,��v U: k Worker's Compensation # ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO e SIGNATURE DATE q r} 1t� { FOR OFFICIAL USE ONLY APPLICATION # DATE ISSUED MAP/ PARCEL NO. ADDRESS VILLAGE OWNER DATE OF INSPECTION: FOUNDATION rtAME " 1.L O� ,�Q� INSULATION FIREPLACE ELECTRICAL: ROUGH FINAL PLUMBING: ROUGH FINAL GAS: ROUGH FINAL FINAL BUILDINGS if lgf7 lai-m ob< DATE CLOSED OUT ASSOCIATION PLAN NO. I , a Massachusetts Department of Pubiic Safety ` .Board of Byilditfg Regulations and StandardsI ' License:fs-ilom Construction Supervisor BRADFORD D DNER `• II g`' 1TBARA TOGA COtI f F BEDFORD NH 03110. M"'U CA—-- Expiration: °' Cofnmissioner 08106f2020 i f t �7 ' COMcheck Software Version 4.0.5.4 Interior Lighting Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: SOCIAL SECURITY FIELD OFFICE Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 100 INDEPENDENCE DRIVE RDK ENGINEERS INC. HYANNIS, MA 451 D STREET SUITE 800 Additional Efficiency Package BOSTON, MA 02210 617-345-9885 Unspecified Allowed Interior Lighting Power A B C. D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-FIELD OFFICE(Office) 6500 0.90 5850 Total Allowed Watts 5850 Proposed Interior Lighting Power A B C D E Fixture ID: Description/tamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-FIELD OFFICE(Office) Compact Fluorescent 1:RI:COMPACT FLUORESCENT DOWNLIGHT:Triple 4-pin 32W: 1 14 35 490 Electronic: Linear Fluorescent 1:Si:LINEAR FLUORESCENT:22"T5 14W:Electronic; 2 78 34 2652 Linear Fluorescent 2:S2:LINEAR FLUORESCENT FIXTURE:48"T8 32W:Electronic: 2 28 65 1820 _—Linear Fluorescent-3-S3�LINEAR-WALL WASHER:48"-T8-32W-.Electronic: 1 - - 5 - 32 - 1-60 - Compact Fluorescent 2 S4:COMPACT FLUORESCENT RECESSED FI`.Twin Tube 40W: . 2 4 71 284 Electronic: Linear Fluorescent 5:P1:LINEAR FLUORESCENT:46"T5 28W:Electronic: 2 4 66 264 Total Proposed Watts 5670 Interior Lighting Compliance Statement Compliance Statement. The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit applic ion.The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Versio .5.4 and t ply with any applicable mandatory requirements listed in the Inspection Checklist. : o Name-Title Sk Mature Date Project Title: SOCIAL SECURITY FIELD OFFICE Report date: 04/03/17 Data filename: Q:\2016\20160597-Social Security Field Offices Hyannis MA\0600 Electrical Design\603 Page 1 of 6 Lighting\COMCHECK.cck COMcheck Software ;Version 4.0.5.4 Interior Lighting Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: SOCIAL SECURITY FIELD OFFICE Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 100 INDEPENDENCE DRIVE RDK ENGINEERS INC. HYANNIS, MA 451 D STREET SUITE 800 Additional Efficiency Package BOSTON, MA 02210 617-345-9885 Unspecified Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Wafts/ft2 (B X C) 1-FIELD OFFICE(Office) 6500 0.90 5850 Total Allowed Watts= 5850 Proposed Interior Lighting Power , A B C D E. Fixture ID :Description/tamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) ` Fixture Fixtures Watt. . 1-FIELD OFFICE(Office) Compact Fluorescent 1:R1:COMPACT FLUORESCENT DOWNLIGHT:Triple 4-pin 32W: 1 14 35 490 Electronic: Linear Fluorescent 1:Si:LINEAR FLUORESCENT:22"T5 14W:Electronic: 2 78 34 2652 Linear Fluorescent 2:S2:LINEAR FLUORESCENT FIXTURE:48"T8 32W:Electronic:- 2 28 65 1820 Linear Fluorescenf3-S3:L"INEAR-WALL-WASHER-48""T8-32W-.Electronic: 1 5 32. 1'60 - - Compact Fluorescent 2:S4:COMPACT FLUORESCENT RECESSED FI:Twin Tube 40W: 2 4 71. 284 Electronic: Linear Fluorescent 5:P1:LINEAR FLUORESCENT:46"T5 28W:Electronic: 2 4 66 264 Total Proposed Watts= 5670 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit appli bon.The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Versio .5.4 and t ply with any applicable mandatory requirements listed in the Inspection Checklist. Name-Title S' ature Date Project Title: SOCIAL SECURITY FIELD OFFICE Report date: 04/03/17 Data filename: Q:\2016\20160597-Social Security Field Offices Hyannis MA\0600 Electrical Design\603 Page 1 of 6 Lighting\COMCHECK.cck i COMcheck Software .Version 4.0.5.4 Interior Lighting Compliance Certificate Project Information Energy Code: 2012 IECC Project Title: SOCIAL SECURITY FIELD OFFICE Project Type: New Construction Construction Site: Owner/Agent: Designer/Contractor: 100 INDEPENDENCE DRIVE RDK ENGINEERS INC. HYANNIS, MA 451 D STREET SUITE 800 Additional Efficiency Package BOSTON, MA 02210 617-345-9885 Unspecified Allowed Interior Lighting Power A B C D Area Category Floor Area Allowed Allowed Watts (ft2) Watts/ft2 (B X C) 1-FIELD OFFICE(Office) 6500 0.90 5850 Total Allowed Watts= 5850 Proposed Interior Lighting Power A B C D E Fixture ID :Description/Lamp/Wattage Per Lamp/Ballast Lamps/ #of Fixture (C X D) Fixture Fixtures Watt. 1-FIELD OFFICE(Office) Compact Fluorescent 1:RI:COMPACT FLUORESCENT DO.WNLIGHT:Triple 4-pin 32W: 1 14 35 490 Electronic: Linear Fluorescent 1:S1:LINEAR FLUORESCENT:22"T514W:Electronic: 2 78 34 2652 Linear Fluorescent 2:S2:LINEAR FLUORESCENT FIXTURE:48"T8 32W:Electronic: 2 28 65 1820 Linear Fluorescenf3-S3-LINEAR-WALL WASHER:-48"T8-32W:Electronic: 1 5 32 1-60 Compact Fluorescent 2:S4:COMPACT FLUORESCENT RECESSED FI`:Twin Tube 40W: 2 4 71 284 Electronic: Linear Fluorescent 5:P1:LINEAR FLUORESCENT:46"T5 28W:Electronic: 2 4 66 264 Total Proposed Watts= 5670 Interior Lighting Compliance Statement Compliance Statement: The proposed interior lighting design represented in this document is consistent with the building plans, specifications, and other calculations submitted with this permit appli tion.The proposed interior lighting systems have been designed to meet the 2012 IECC requirements in COMcheck Versio .5.4 and t ply with any applicable mandatory requirements.listed in the Inspection Checklist. 0 1 Name-Title S' ature Date Project Title: SOCIAL SECURITY FIELD OFFICE Report date: 04/03/17 Data filename: Q:\2016\20160597-Social Security Field Offices Hyannis MA\0600 Electrical Design\603 Page 1 of 6 Lighting\COMCHECK.cck r {,> H + i ° T {� The,Commonwea[th of Massachusetts . Department of Industrial Accidents Office of In vestigations .600.Washington'kreet Boston, MA 02111 www.mass.gov/dia Workers' Compensation Insurance Affidavit: Builders/Contractors/Electricians/Plumbers Applicant Information Please Print Legibly Name (Business/Organization/Individual): Stateside Construction .Group, Inc. Address: 206 Andover Steet Suite 1 City/State/Zip: Andover, MA 01810, j Phone #: (978)475-2900 Are you'an.employer?Check the appropriate box: Type of project(required): 1. I am-a employer with� 4. ❑ I am a general contractor and I 6. ❑New construction employees(full and/or part-time).* have hired the sub-contractors listed on the attached sheet. t 7. L Remodeling 2.❑ I am a sole proprietor or parhler- i, ship and have no employees These sub-contractors have 8. ❑ Demolition working for me in any capacity. workers' comp. insurance. 9. ❑ Building addition [No workers'comp. insurance 5. ❑ We are a corporation and its required.] officers have exercised their 10.❑ Electrical repairs or additions 3.❑ 'I am a homeowner doing all work right of exemption per MGL 1 L❑ Plumbing repairs or additions myself: [No workers' comp. c. 152, §1(4),and we have no 12.❑ Roof repairs "insurance required.] t employees. [No workers' ' 13.0 Other comp. insurance required.] `Any applicant that checks bbx#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 anew affidavit indicating such. !.Contractors,that check this box must attached an additional sheet showing the name of the sub contractors and their workers'comp,policy information. lam an employer that is providing workers'compensation insurance for my employees.`Below is the policy and job site information. y Insurance Company Name:_:: Travelers Indemtrity. Co of_America Policy#or Self-ins. Lic # t DTEUB-1407M84 8-17 Expiration Date 4/5/18 ,1 , Job Site Address: /00 in1�Cl�C�IDt/�C� �,�iV� VArT ` A City/State/Zip: 4 1415 RA 0ZIP01 Attach a copy of the workers' compensation policy declaration page(showing the policy num er 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. [do hereby certify under l pains and penalties ofperjury that the information provided above is true and correct Si nature: Nal Date: ® / Rob Gaudet Accounting Manager Phone#: (978)475-2900 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): f 1. Board of Health 2. Building Department 3. City/Town Clerk 4.Electrical Inspector 5. Plumbing Inspector 6. Other ' Contact Person: Phone #: i� s CERTIFICATE OF .LIABILITY INSURANCE DATE(MMIDDNYM 4/4/2017 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 Janet Sweeney, CIC, CPCU Burgin, Platner, Hurley Insurance Agency, LLC PHONE . (617)691-2628 1tFA .(617)773-9626 14 Franklin St. E-MAIL ADDRESS: s2@bp hias.com INSURERS AFFORDING COVERAGE NAIC p Quincy MA 02169 INSURERA:Travelers Property; Casualty 5682 INSURED INSURERB:Travelers Indemnity of CT Stateside Construction Group, Inc. INSURERC.The North River Insurance 206 Andover Street Suite 1 INSURERD: INSURER E: Andover MA 01810 INSURER F: COVERAGES CERTIFICATE NUMBER:2017-2018 Master 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 INSURANCE DDL S B POLICY EFF POLICY EXP LIMBS LTR POLICY NUMBER MM/DDNYYY MM/DD/YYYY GENERAL LIABILITY y y 0-35OP8911 EACH OCCURRENCE $ 1,000,000 X COMMERCIAL GENERAL LIABILITY DAMAGE TO RENTED 300,000 PREMISES Ea occurrence $ A CLAIMS-MADE OCCUR /5/2017 /5/2018 MED EXP(Any one person) $ 51000 PERSONAL BADV INJURY $ 11000,000 GENERAL AGGREGATE $ 2,000,000 GEN'L AGGREGATE LIMIT APPLIES PER: PRODUCTS-COMP/OPAGG $ 2,000,000 POLICY X-. PRO LOC $ AUTOMOBILE LIABILITY y y A-6B888348 EOa BBINED SINGLE LIMIT 1,000,000 B ANY AUTO BODILY INJURY(Per person) $ ALL OWNED SCHEDULED /5/2017 /5/2018 AUTOS AUTOS BODILY INJURY(Per accident) $ NON-OWNED PROPERTY DAMAGE X HIRED AUTOS E AUTOS Per accident $ X $ X UMBRELLA LIAB X OCCUR Y Y UP-OJ854585 EACH OCCURRENCE $ 5,000,000 A EXCESS Lim CLAIMS-MADE AGGREGATE $ 51000,000 DED X RETENTION 10,00 /5/2017 /5/2018 $ B WORKERS COMPENSATION y -1407M848 X WCSTATU- OTH- AND EMPLOYERS'LIABILITY ANY PROPRIETOR/PARTNER/EXECUTIVE YIN E.L.EACH ACCIDENT $ 1,000,000 OFFICER/MEMBEREXCLUDED? FN_� NIA (Mandatory In NH) /5/2017 /5/2018 E.L.DISEASE-EA EMPLOYEE $ 1,000,000 If yes,describe under DESCRIPTION OF OPERATIONS below E.L.DISEASE-POLICY LIMIT $ 11000,000 228007075 4/5/2017 4/5/2018 Ea.Occurrence 5,000,000 C Excess Liability y y Aggregate 51000,000 DESCRIPTION OF OPERATIONS/LOCATIONS/VEHICLES(Attach ACORD 101,Additional Remarks Schedule,If more space Is required) General Certificate CERTIFICATE HOLDER CANCELLATION SHOULD ANY OF THE ABOVE DESCRIBED POLICIES BE CANCELLED BEFORE THE EXPIRATION DATE THEREOF, NOTICE WILL BE DELIVERED IN Sample ACCORDANCE WITH THE POLICY PROVISIONS. AUTHORIZED REPRESENTATIVE R Besse, CIC CISR CPI ACORD 25(2010/05) ©1988-2010 ACORD CORPORATION. All rights reserved. INS025 r2mnnsi ni Tho AR(1RIl namc and Innn arc roniatcrcrl marlic of eRf1Rr1 TRAVELERSJ� WORKERS COMPENSATION_ ONE TOWER SQUARE AND EARTFORD, CT ociea EMPLOYERS LIABILITY POLICY TYPE V INFORMATION PAGE WC 00 00 01 ( A) POLICY NUMBER: (DTEUB-140714844-17) RENEWAL OF . (DTNUB-1407M84-8=16) INSURER: THE TRAVELERS INDEMNITY COMPANY OF CONNECTICUT NCCI CO CODE: 1263.7 INSURED: PRODUCER: STATESIDE CONSTRUCTION GROUP, BURGIN PLATNER HURLEY INC. 14 FRANKLIN ST 206 AND OVER STREET QUINCY MA 02169 SUITE, 1 ANDOVER MA 01810 .. Insured is A CORPORATION Other work places and identification numbers are shown in the schedule(s)'attached: 2. The policy period is from 04-05=17 to 04-05-18 12:01 A.M.at the insured's mailing address. 3. A. WORKERS COMPENSATION INSURANCE: Part One of the policy applies to the Workers Compensation.Law of the state(s)listed here: MA NH_ :. B. EMPLOYERS LIABILITY INSURANCE: Part Two of the policy applies to work in each state listed in. item 3.A. The limits of our liability-under Part Two are: 1: Each Accident• Bodily Injury by Accident: $ 000000 : Bodily Injury by Disease: .$ 1000000 Policy,Limit Bodily Injury by.Disease: $ 1000000 Each Employee C. OTHER STATES INSURANCE: Part Three of the policy applies to the states;if any, listed here: AL AR-AZ CA CO CT DC DE FL GA HI IA ID IL IN KS KY LA MD ME MI MN MO MS MT NC NE NJ NM NV NY OK OR PA RI 'SC SD TN.TX UT. VA.VT WI WV. D. This policy includes,these endorsements and schedules: SEE LISTING OF ENDORSEMENTS EXTENSION OF INFO PAGE 4. The premium for this policy will be determined by our Manuals of Rules.,Classifications, Rates and Rating Plans. All required information is subject to verification and change by.audit to be made ANNUALLY. DATE OF ISSUE: 04-06-17 :. RR OFFICE: QUINCY/AET-BOSTMA 307 :DIRECT BILL PRODUCER: BURGIN PLATNER HURLEY HF401 PDF created with pdfFactory trial version www.gdffactorv.com I Initial Construction Control Document To be submitted with the building permit application by a A d Registered Design Professional for work per the 8th edition of the Massachusetts State Building Code, 780 CMR, Section 107 Project Title: Social Security Administration Date: 3/21/17 Property Address: 100 Independence Drive, Hyannis MA. 02601 Project: Check one or both as applicable: X New construction ❑ Existing Construction Project description. Commercial office Interior fit-up I Thomas W. White MA Registration Number: 10428 Expiration date: 8/31/17 ,ama registered design professional, and I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning: [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 services and be present on the construction site on a regular and periodic basis to: 1. Review,for conformance to this code and the design concept, shop drawings, samples and other submittals by the contractor in accordance with the requirements of the construction documents. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17, as applicable. 3. Be present at intervals appropriate to the stage of construction to become generally familiar with the progress and quality of the work and to.determine if the work is being performed in a manner consistent with the approved construction documents and this code. 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 SD AR a`Final Construction Control Document'. P y� Enter in the space to the right a"wet"or electronic signature and seal: 1 26 os q�l1lOFMSP Phone number: (508) 358-1077 Email: tW@actwoarch.com Building Official Use Only Building Official Name: Permit No.: Date: Version 06_11 2013 s r Initial Construction Control Document H To be submitted with the building permit application by a d Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Social Security Administration, Field Offices Date: March 21, 2017 Property Address: 100 Independence Drive, Hyannis,MA Project: Check(x)one or both as applicable: New Construction X Existing Construction Project description: The project will consist of MEP/FP enizineering for approximately 6,500 SF of office space The upgrades will consists of a Shared Services Room/Claimant Only Video(SSR/COV)Room data Communications Room stock room video conference room multi-purpose room/pantry manager's office interview room Hearing Room open office work stations, guard desk,reception area,field offices three(3) single toilet room and one(1)Janitor's Closet I,Vincent P. Bettano MA Registration Number: 36061,Expiration date: 6/30/18,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': [ ] Entire Project [ ] Architectural [ ] Structural [X] 14VAC [ ] Fire Suppression—NFPA 13 [ ] Electrical [ ] Fire Alarm-NFPA 72 [ ] Plumbing 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 services in accordance with the Professional Standard of Care and be present on the construction site on a 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 review shall not diminish or relieve the Contractor of its responsibilities. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17. (not 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. 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. 4. The performance of the 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'. Enter in the space to the right a"wet"signature and seal: 1t1 OF SS � q V ENT g BETT AC t FFO/STER ���c`�� SStONAI EN Phone number: 857-221-5916 Email: ettan cen ineers.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised. If`other' is chosen, provide a description: Q:\2016\20160597-Social Security Field Offices Hyannis MA\0100 Project Information\1 I I Cenificates\Design\HVAC 8TH Edition Initial Construction Control.docx i s Initial Construction � o struct><on Control Document H To be submitted with the building permit application by a W Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Social Security Administration, Field Offices Date: March 21, 2017 Property Address: 100 Independence Drive, Hyannis MA Project: Check(x)one or both as applicable: New Construction X Existing Construction Project description: The proiect will consist of MEP/FP engineering for r approximately 6,500 SF of office space The upgrades will consists of a Shared Services Room/Claimant Only Video(SSR/COV)Room data Communications Room stock room, video conference room multi-purpose room/pantry manager's office interview room Hearing Room open office work stations ward desk reception area field offices three(3) single toilet room and one(1)Janitor's Closet I, David J. Courtemanche MA Registration Number: 30175, Expiration date: 6/30/18,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning': [ ] Entire Project [ ] Architectural [ ] Structural [ ] HVAC [ ] Fire Suppression—NFPA 13 [X] Electrical [ ] Fire Alarm-NFPA 72 [ ] Plumbing 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 services in accordance with the Professional Standard of Care and be present on the construction site on a 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 review shall not diminish or relieve`the Contractor of its responsibilities. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17. (not 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. 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. 4. The performance of the 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'. Enter in the space to the right a"wet"signature and seal: ZN OF MA D D J. a cou E Rmi 0 0 75 6� Phone number: 857-221-5915 mail: dcourtemanchena,rdkengineers.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'.is chosen, provide a description. Q:\2016\20160597-Social Security Field Offices Hyannis MA\0100 Project Information\1 I I Certificates\Design\E 8TH Edition Initial Construction Control.docx Initial Construction Control Document To be submitted with the building permit application by a d Registered Design Professional for work per the 8'" edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Social Security Administration, Field Offices Date: March 21,2017 Property Address: 100 Independence Drive,Hyannis,MA Project: Check(x)one or both as applicable: New Construction X Existing Construction Project description: The project will consist of MEP/FP engineering for approximately 6,500 SF of office space The upgrades will consists of a Shared Services Room/Claimant Only Video(SSR/COV)Room data Communications Room stock room, video conference room, multi-purpose room/pantry manager's office interview room Hearing Room open office work stations, guard desk,reception area, field offices three(3) single toilet room and one(1)Janitor's Closet 1, Kevin D. McNamara, MA Registration Number: 46679, Expiration date: 6/30/18,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': [ ] Entire Project [ ] Architectural [ ] Structural [. ] HVAC [ ] Fire Suppression—NFPA 13 [ ] Electrical [ ] Fire Alarm -NFPA 72 [X] Plumbing 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 services in accordance with the Professional Standard of Care and be present on the construction site on a 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 review shall not diminish or relieve the Contractor of its responsibilities. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17. (not 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.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. 4. The performance of the 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'. Enter in the space to the right a"wet"signature and seal: p��tl OF KEV1N 0. y g McygMARq MEC CAL y No.48679 Jo9or S Phone number: 857-221-5976 mail` namarana,rdkengineers.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1.Indicate with an `x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Q:\2016\20160597-Social Security Field Offices Hyannis MA\0100 Project Information\1 I I Certificates\Design\P 8TH Edition Initial Construction Control.docx Initial Construction Control Document y E To be submitted with the building permit application by a W Registered Design Professional e for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Social Security Administration, Field Offices Date: March 21,2017 Property Address: 100 Independence Drive,Hyannis, MA Project: Check(x)one or both as applicable: New Construction X Existing Construction Project description: The project will consist of MEP/FP engineering for approximately 6,500 SF of office space The upgrades will consists of a Shared Services Room/Claimant Only Video(SSR/COV)Room data Communications Room stock room,video conference room, multi-purpose room/pantry,manager's office interview room Hearing Room open office work stations, guard desk, reception area, field offices,three(3)single toilet room and one(1)Janitor's Closet I, Young Kim, MA Registration Number: 52865, Expiration date: 6/30/18,am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans,computations and specifications concerning': [ ] Entire Project [ ] Architectural [ ] Structural [ ] HVAC [X] Fire Suppression—NFPA 13 [ ] Electrical [ ] Fire Alarm -NFPA 72 [ ] Plumbing 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 services in accordance with the Professional Standard of Care and be present on the construction site on a 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 review shall not diminish or relieve the Contractor of its responsibilities. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17. (not 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. 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. 4. The performance of the 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'. AU Enter in the space to the right a"wet"signature and seal: YV n ss f!1� RR,,'TECT,0 s _; 10.52iioi n t�N C aC\ Phone number: 857-221-5927 Email: yki n rdkengineers.com Building Official Use Only Building Official Name: Permit No.: Date: Note 1. Indicate with an`x'project design plans,computations and specifications that you prepared or directly supervised.If`other'is chosen, provide a description. Q:\2016\20160597-Social Security Field Offices Hyannis MA\0100 Project Information\1 I I Certificates\Design\FP 8TH Edition Initial Construction Control.docx tk Init ial Construction Control Document w To be submitted with the building permit application by a d Registered Design Professional for work per the 81h edition of the Massachusetts State Building Code, 780 CMR, Section 107.6.2 Project Title: Social Security Administration, Field Offices Date: March 21,2017 Property Address: 100 Independence Drive, Hyannis,MA Project: Check(x)one or both as applicable: New Construction X Existing Construction Project description: The project will consist of MEP/FP engineering for approximately 6,500 SF of office space The upgrades will consists of a Shared Services Room/Claimant Only Video(SSR/COV)Room data Communications Room stock room, video conference room, multi-purpose room/pantry manager's office interview room Hearing Room open office work stations, guard desk, reception area, field offices three(3)single toilet room and one(1)Janitor's Closet I, David J. Courtemanche, MA Registration Number: 30175 Expiration date: 6/30/18, am a registered design professional, and hereby certify that I have prepared or directly supervised the preparation of all design plans, computations and specifications concerning':. [ ] Entire Project [ ] Architectural [ ] Structural [ ] HVAC [ ] Fire Suppression—NFPA 13 [ ] Electrical [X].Fire Alarm -NFPA 72 [ ] Plumbing 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 services in accordance with the Professional Standard of Care and be present on the construction site on a 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 review shall not diminish or relieve the Contractor of its responsibilities. 2. Perform the duties for registered design professionals in 780 CMR Chapter 17.(not 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. 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. 4. The performance of the 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'. Enter in the space to the right a"wet"signature and seal: tN of Mq VID J. o C EMA E v> CT AL 175 Phone number: 857-221-5915 t d_courtemanche@rdkengineers.com Building Officia se Only Building Official Name: Permit No.: Date: Note 1.Indicate with an `x'project design plans,computations and specifications that you prepared or directly supervised.If`other' is chosen, provide a description. Q:\2016\20160597-Social Security Field Offices Hyannis MA\0100 Project Information\1 I I Certificates\Design\FA 8TH Edition Initial Construction Control.docx f COMMONWEALTH OF MASSACHUSETTS STATE BUILDING CODE 780 CMR,8T" EDITION CHAPTER 9' FIRE PROTECTION SYSTEMS NARRATIVE REPORT 780 CMR—901.2.1 PROJECT NAME: Social Security Administration—Field Offices ADDRESS: 100 Independence Drive, Hyannis,MA RDK PROJECT#: 20160597.00 DATE OF ISSUE: March 21,2017 ENGINEERS Seaport Center 70:Fargo Street,Suite 800 Boston,MA 02210 Phone: 617-345-9885 Fax: 617-345-4226 AndoverJl Amherst I Boston ( Charlotte l Durham www.rdkengineers.com 780 CM R 901.2.1 Fire Protection Systems Narrative Report—March 21,2017 Project Name:Social Security Administration—Field Offices RDK Project Number:20160597.00 As required by 780 CMR§901.2.1,this narrative report is a written description of the proposed fire protection system features to be installed as part of the Social Security Administration—Field Offices project located at 100 Independence Drive in Hyannis,Massachusetts. 901.2.1 (1)(i)—BASIS(METHODOLOGY) OF DESIGN Section 1-Building Description A. "Use"Group(s)within Scope of Renovation:"B"Business(office). B. Location&Area of Renovation:6,800 sqft on the First floor. C. Existing Building Height&Area 1. Height:One story above grade. 2. Area:—Not applicable. D. Type(s)of Construction: 1. Existing unprotected non-combustible. E. Hazardous Material Usage and Storage: None in excess of exempt amounts within scope of renovation. F. High-pile Storage(over 12 ft.)of Commodities: None within scope of renovation. G. Site Access Arrangement for Emergency Response Vehicles: Existing features to remain; not affected by scope of renovation. Section 2-Applicable Laws,Regulations&Standards A. Massachusetts State General Laws(MGL),Chapter 148 1. MGL§148,sections as applicable. B. 780 CMR—Massachusetts State Building Code,8'Edition(amended IBC-2009) 1. Chapter 9"Fire Protection Systems" 2. Chapter 34"Existing Structures" C. Existing Building Code of Massachusetts(amended IEBC-2009) 1. Chapter 7"Alterations—Level 2" 527 CMR—Massachusetts State Fire Prevention Regulations 2. Chapter 1"Massachusetts-Comprehensive Fire Safety Code" 3. Chapter 12"2014 Massachusetts Electrical Code Amendments" Page 1 of 7 780 CMR 901.2.1 Fire Protection Systems Narrative Report—March 21,2017 Project Name:Social Security Administration—Field Offices RDK Project Number:20160597.00 D. 521 CMR—Massachusetts Architectural Access Board 1. Section 40"Visual Alarms" E. National Fire Protection Association(NFPA)Standards: 1. NFPA 10(2007)—"Portable Fire Extinguishers" 2. NFPA 13(2013)—"Installation of Sprinkler Systems" 3. NFPA 70 (2014)—"National Electric Code" as amended by 527 CMR Chapter 12 "Massachusetts State Electrical Code" NFPA 72(2010)—"National Fire Alarm Code" F. Federal Regulations(significant requirements thereof to the extent applicable to RDK scope) 1. 28 CFR Part 36,ADA Standards for Accessible Design 2. 29 CFR Part 1910,Occupational Safety&Health Standards G. Documented Local Ordinances(Voluntary Compliance) 1. Boston Fire Department Fire Alarm Order 2011-1;local bylaws and ordinances Section 3-Design Responsibility for Fire Protection Systems A. Engineer of Record: RDK Engineers (RDK) has engineered and specified the fire protection systems to be installed. For each fire protection system designed by RDK, RDK shall review the installing contractor's Tier II shop drawings for conformance to the approved construction documents and be present at the site at intervals appropriate to become generally familiar with the progress and quality of work and to determine if the work is being performed in manner consistent with the construction documents and 780 CMR. RDK shall certify each fire protection system installation to the extent required by 780 CMR §901.5.1(1). B. Architect of Record: ACTWO Architects, has designed and specified the architectural features to be constructed, including means of egress,fire resistance construction and interior finish.ACTWO Architects shall review the installing contractor's Tier II shop drawings for conformance to the approved construction documents and be present at the site at intervals appropriate to become generally familiar with the progress and quality of work and to determine if the work is being performed in manner consistent with the construction documents and 780 CMR. Section 4-Fire Protection Systems to be installed A. Fire Mains&Hydrants: Existing features to remain;not affected by scope of renovation. B. Automatic Sprinkler System: Existing sprinkler system service equipment, pumps, zoning, mains, alarm devices,etc.to remain and are not affected by the scope of renovation. Page 2 of 7 a. f 780 CM R 901.2.1 Fire Protection Systems Narrative Report—March 21,2017 Project Name:Social Security Administration—Field Offices RDK Project Number:20160597.00 1. Existing wet-pipe fire sprinkler system to be modified to accommodate new partition layout. Modifications shall predominantly include new return-bend piping to new sprinklers and new. branch piping from existing cross-mains. C. Standpipe System:Existing features to remain;not affected by scope of renovation. D. Fire Alarm System: Existing fire alarm system head-end, back-bone,sequence of operation,etc.to remain and are not affected by the scope of renovation. 1. Existing initiating circuits (SLC or IDC) within scope of renovated area to be modified to accommodate new or relocated initiating devices. New circuits may be added as dictated by the capacity of the existing circuits as determined by the installing contractor;the style and class of new circuits shall match that of the existing system.The following types of initiating devices shall be added: a. Smoke detector;Electrical Closet b. Smoke detector,Server Room C. Smoke detector;duct smoke detector for.existing rooftop unit 2. Existing notification appliance circuits (NAC) within scope of renovated area to be modified to accommodate new partition layout. New circuits may be added as dictated by the capacity of the existing circuits as determined by the installing contractor;the style and class of new circuits shall match that of the existing system. 3. Audible notification appliances within scope of renovation shall be UL 464 horn type. 4. Visual notification appliances within scope of renovation shall be UL 1971 strobe type and shall flash in a synchronized manner. E. Emergency Power: Existing generation equipment,feeders,transfer switches, panel boards,etc to remain and are not affected by the scope of renovation. 1. Where required, NAC remote power supplies added to support new circuits shall be provided with standby batteries. 2. Means of egress lighting and exit signs within the scope of renovation shall be provided with emergency power supplied from existing "base building" emergency circuits if available or standby batteries local to the fixtures. F. Smoke Control Systems: Existing features to remain;not affected by scope of renovation:' G. Commercial Cooking: Not applicable to the proposed renovation. H. Hazardous Materials Monitoring:Not applicable to the proposed renovation. Section 5-Features Used in the Design Methodology A. Occupant Notification Procedures:Existing occupant notification via the fire alarm system and subsequent building management personnel procedures shall remain and are not affected by the scope of renovation. 1. The existing fire alarm system treats the building as a single evacuation zone. Page 3 of 7 780 CMR 901.2.1 Fire Protection Systems Narrative Report—March 21,2017 Project Name:Social Security Administration—Field Offices RDK Project Number:20160597.00 B. Emergency Response Features: Existing features to remain; not affected by scope of renovation. C. Safeguards: Existing fire protection systems shall be maintained throughout the construction as required by the Authority Having Jurisdiction (AHJ). Impairment to existing fire protection systems shall be approved by the AHJ and Owner prior to commencing work. A fire watch shall be provided during impairments to the fire suppression or fire alarm system in accordance with AHJ requirements. D. Future Testing & Maintenance: Modifications performed as part of the scope of renovation shall be warranted by the installing contractors for a period of one year covering defects in materials and workmanship. NFPA required inspection, maintenance and testing activities associated with the building fire protection system are the responsibility of the owner and are to be conducted under existing and/or future maintenance contracts held by the Building Management Company. Section 6-Special Consideration and Description A. Unless otherwise noted, the design of the fire protection systems does not utilize alternative compliance design methods and is not intended to deviate from the prescriptive requirements of 780 CMR or other applicable codes and standards. t Page 4 of 7 780 CMR 901.2.1 Fire Protection Systems Narrative Report—March 21,2017 Project Name:Social Security Administration—Field Offices RDK Project Number:20160597.00 901.2.1MOO—SEQUENCE OF OPERATION A. The existing"base building"coordinated fire protection system basis of design and sequence of operation shall remain unchanged and shall not be modified under the scope of renovation. The general arrangement of the existing sequence of operation is described below and is subject to confirmation by the installing contractor and fire alarm system control unit technical representative. B. Activation of an existing or new manual pull station, smoke detector, heat detector or sprinkler system waterflow switch shall initiate the predefined fire alarm system"alarm condition"sequence: 1. Display alarm condition at fire alarm control unit and remote annunciator(s). 2. Broadcast recorded emergency voice evacuation instructions throughout the building. 3. Energize audible (temporal-3 pattern) and visual (UL 1971 synchronized strobe) occupant notification circuits within evacuation zone(s) as designated by pre-established control unit sequence of operations. 4. Perform auxiliary fire safety functions as designated by pre-established control unit sequence of operations such as elevator recall, damper activation, door closure, AHU shutdown, pressurization systems,etc. 5. Transmit alarm condition to central / supervising station and/or local fire department via municipal alarm system. 6. In addition,the operation of a new in-duct smoke detector shall initiate the following: a. Operation of a new in-duct smoke detector provided at Rooftop units (RTU's) shall shut-down the corresponding RTU. b. Operation of a new in-duct smoke detector provided for control of a smoke damper shall close the corresponding damper. 7. In addition, the operation of an existing waterflow switch and/or an existing or new smoke detector shall initiate building smoke control systems. C. The operation of an existing or new sprinkler tamper switch shall initiate the predefined fire alarm system "supervisory"sequence: 1. Display supervisory condition at fire alarm control unit and remote annunciator(s). 2. Transmit supervisory condition to central/remote supervising station. D. Normal power failure to fire alarm system remote power supplies,ground faults, short circuits and open circuit conditions shall initiate the predefined fire alarm system"trouble"sequence. 1. Display supervisory condition at fire alarm control unit and remote annunciator(s). 2. Transmit trouble condition to central/supervising station. v Page 5 of 7 780 CM R 901.2.1 Fire Protection Systems Narrative Report—March 21,2017 Project Name:Social Security Administration—Field Offices RDK Project Number:20160597.00 901.2.1 W iii)—TESTING CRITERIA Section 7-Testine Criteria A. Fire Protection System testing shall be scheduled, administered, conducted and overseen by the general contractor,subcontractors and manufacturer's technical representatives. B. The following fire sprinkler system inspections and testing shall be performed: 1. Visually inspect system installation for completeness, presence of defects or damage, and confirm system is placed into"all normal"operational service. 2. Hydrostatically test system piping for a period of 2-hours. Piping shall be tested to normal system operating pressure where new installed piping cannot be isolated from the existing piping. i 3. Functionally operate any new sprinkler waterflow or valve supervisory switches as part the fire alarm testing. C. The following fire alarm system inspections and testing shall be performed: 1. Confirm integrity of new or modified circuits (free of grounds, shorts, opens) prior to the installation of devices,appliances or equipment. 2. Visually inspect system installation for completeness, presence of defects or damage, and confirm system is placed into"all normal"operational service. 3. Confirm correct system supervision of wiring faults, missing devices and status of normal and standby power supplies(for new equipment installed as part of the work). 4. Functionally operate new devices installed as part of the work and confirm correct sequence of operation and address/zone identification at the fire alarm control unit. 5. Confirm audibility/intelligibility and visual synchronization of notification appliances. 6. Where fire alarm control unit software is updated as part of the work, functionally operate 10% of existing devices not affected by the work and confirm correct sequence of operation and address/zone identification at the fire alarm control unit. 7. Confirm correct operation of circuits-under fault conditions in accordance with installed circuit style and class.. D. Documentation,to be submitted to the Engineer of Record and AHJ: 1. Sprinkler System: NFPA 13"Contractor's Material and Test Certificate",accurately completed and endorsed by installing contractor's signature. 2. Fire Alarm System: NFPA 72 "Fire Alarm System Record. of Completion", accurately completed and endorsed by installing contractor's signature. Page 6 of 7 - i 780 CMR 901.2.1 Fire Protection Systems Narrative Report—March 21,2017 Project Name:Social Security Administration—Field Offices RDK Project Number:20160597.00 E. Upon completion of the work, and receipt of the appropriate close-out documentation, the Engineer of Record shall certify completion for each fire protection system to the extent required by 780 CMR §901.5.1 F. The general contractor shall then schedule final acceptance demonstration testing with the AHJ in order to obtain approval for a Certificate of Occupancy. Section 8-Equipment and Tools A. The contractor shall provide all required tools and equipment necessary to perform full functional testing as outlined.As a minimum these items shall include: 1. NFPA Forms 2. Manufacturer's Instructions 3. Fire Protection Systems Narrative Report 4. UL smoke candles or aerosol spray 5. Sound meters 6. Voltage Meters 7. Gauges 8. Communication Radios 9. Printer or data transfer device for recording each FACP event Section 9 Approval Requirements A. The contractor shall obtain written acceptance of the installed system from the AHJ prior to the owner request for a Certificate of Occupancy. B. The contractor shall replace and/or repair each system or component of a system that fails to pass the Final Acceptance Test satisfactorily. Preliminary and Final Testing shall be rescheduled and testing shall be conducted until compliance is fully demonstrated.The contractor shall be liable for all additional charges as a result of retesting. C. Final certification shall be provided from the contractors that the installation is in accordance with the approved construction documents and applicable codes. The Engineer shall certify that the installation complies with the approved construction documents per 780 CMR 901.5.1. D. Operations Manuals and Record as-built drawings shall be submitted with any modifications as a resultant of changes that were dictated from the Final Testing process. E. The Owner shall provide an emergency contact list for use by the AHJ in the event of an emergency at the protected property. END OF NARRATIVE Page 7 of 7 r , Massachusetts Department of Environmental Protection 1 eDEP Transaction- Copy Here is the file you requested for your records.. ; To retain a copy of this file you must save and/or print: Usemame: BRADDIVER Transaction ID: 914452 Document: AQ 06 Construction/Demolition Notification . .. Size of File: 227.60K Status of Transaction.: In Process Date and Time Created: -416/2017:12:42:43 PM Note: This file only includes forms that were part of your transaction as of the date and time indicated above. If.you need a more current copy of your:transaction, return to eDEP and select to "Download a Copy"from the Current Submittals page. r Massachusetts Department of Environmental Protection BWP.AQ 06 Pre-Form t � Notification Prior to Construction or Demolition ' a rl This is a revision to an existing form. Project ID for existing form to be revised: IJ This job is being conducted under a Blanket Permit MassDEP assigned Blanket Authorization ID: r This job is being conducted under a Non Traditional Abatement Work Practice Pennit. MassDEP assigned Non Traditional Work Practice Authorization ID: r None of the above conditions apply,generate.a new form:. i R Revised: 11/13/2013 Page 1 of 1 _ Massachusetts Department of Environmental Protection 10o262osi BWP AQ 06 t ti i Notification Prior to Construction or Demolition Asbestos Project# Project Revision d, r Project Cancellation A.Applicability A Construction or Demolition operation of an industrial,commercial,or institutional building,or residential building with 20 or more units is regulated by the Department of Environmental Protection(MassDEP),Bureau of Waste Prevention,Air Quality Division,under Regulations 310 CMR 7.09.Notification of Construction or Demolition operations is required under 310 CMR 7.09(2)ten(10)working days prior to any work being performed.The following information is required pursuant to 310 CMR 7.09. 1.Is this a fee exempt notification(city,town,district,municipal housing authority,state facility,owner-occupied residential property of four units or less)? r a.Yes FJ b.No 2.Blanket Permit Project Approval,if applicable: Approval ID# 3.Non-Traditional Asbestos Abatement Work Practice Approval,if applicable: Approval.ID# Instructions: B.Facility Description 1.All sections of this form must be 1.Facility Information: completed in order to SOCIAL SECURITY ADMINISTRATION(LOCAL OFFICE) 100 INDEPENDENCE DRIVE comply with the lily Department of a.Name of facili b.Street Address Environmental HYANNIS MA 026010000 5087756000 Protection c.Cityfrown d.State' e.Zip Code f.Telephone notification . requirements of 310 JOHN SHIELDS PROPERTY MANAGER CMR 7.09. g.Facility Contact Person h.Facility Contact Person Title 2.Submit Original 5087756000 JSHIELDS@THEREALTYADVISORY.COM. Form To: i.Facility Contact Person Telephone j.Facility Contact Person Email Commonwealth of Massachusetts k.Facility Size: P.O.Box 4062 Boston,MA 02211 6,500 1 1.Square Feet :: 2.Number of Floors MassDEP Use Only 1.Was the facility built prior to 1980? r 1.Yes 2.No m.Describe the current or prior use of the facility: Date Received OFFICE SPACE n.Is the facility a residential facility? r 1.Yes' r 2.No o.If yes,how many units? 2.Facility Owner: r Same address as Facility . 70 AIRPORT ROAD LLC 825 THIRD AVENUE . . a.Facility Owner Name. b.Address NEW YORK NY 100220000. .5087156000 c.City/Town d.State e.Zip Code f.Telephone 3.Facility On-Site Manager/Owner Representative: V Same contact person as facility r Same address as facility r' Same address as owner JOHN SHIELDS 1645 FALMOUTH RD(R1E 28)SUITE 10F a.On-Site Manager/Owner Representative b.Address: Centerville MA 02632 .5087756000 c.City/Town d.State e.Zip Code f.Telephone Revised:03/17/2014 Page 1 of 3 Massachusetts Department of Environmental Protection - ------ — --- B ioo262os� WP AQ 06 Asbestos Project# Notification Prior to Construction or Demolition r Project Revision r Project Cancellation C. General Project Description 1.This project is: r New Construction: r Demolition Renovation' 2.Project Dates: 5/1/M17 7/15/2017 a.Project Start Date(MM/DD/YYYY) b.Project End Date(MM/DDNYYY) 3.General Contractor: STATESIDE CONSTRUCTION GROUP LLC, 206 ANDOVER STREET;SUITE 1 a.Name ;• b.Address ANDOVER MA 018100000 9784752900 c.City/Town d.State e.Zip Code f.Telephone ALLEN TOSCHES 5082944438 g.General Contractor's On-site Manager/Foreman ,. h.Telephone . 4.Construction or demolition contractor: r Same as General Contractor SMS SERVICES INC. 55 EQUESTRIAN DRIVE a.Contractor Name b.Address NORTH ANDOVER MA 018450000 9786818082 C.City/rown d.State e.Zip Code f.Telephone RAFAEL ARIAS. 9784794840 g.Construction and Demolition On-site Manager h.Telephone 5.Licensed Construction Supervisor: BRAD DIVER CS-110304 a.Supervisor Name b:Construction Supervisor License(CSL)Number 6.Is the entire facility to be demolished? ri a.Yes r 6.No 7.Describe the area(s)to be demolished: 8.Describe the building(s)or addition(s)to be constructed: INTERIOR WORK-OFFICE FIT UP OF 6500 SF 9 a.Were the siructure(s)surveyed for the presence of Asbestos-Containing r:1.Yes r 2.No Material(ACM)? b.Who conducted the survey? COMMONWEALTH TESTING A1900657 1.Name of Asbestos Inspector 2.DLS Certification# ' Revised:03/17/2014 Page 2 of 3 ' Massachusetts Department of Environmental Protection 100262057 BWP AQ 06 Asbestos Project# Notification Prior to Construction or Demolition r Project Revision r Project Cancellation C. General Project Description (continued) 10 a.Was asbestos containing material(ACM)found? r 1.Yes r 2.No General b.If ACM was found during the survey;please provide the Asbestos Statement:If Notification Form(ANF)Project Number.:. , asbestos is found during a Construction 11.For demolition and construction projects,indicate dust suppression techniques to be used: or Demolition a.Seeding r g b.Wetting operation,all -� g rl c.Covering r d'Paving r. e.Shrouding responsible parties r f. . must comply with 310 Other-Specify: CMR 7.00,7.09,7.15, and Chapter 21 E of the General Laws of 12.Is this an Emergency Demolition Operation? q r a.Yes r b.No the Commonwealth. This would include, but would not be c.Name of MassDEP Official who evaluated the emergency limited to,filing an asbestos removal d.Tide notification with the Department and/or a notice of e.Date of Authorization MM/DD ' release/threat of ( /YYYY). f.MassDEP Waiver Number release of a D. Certification hazardous substance to the Department,if "I certify that I have personally BRAD DIVER applicable: examined the foregoing and am 1.Print Name familiar with the information BRAD DIVER contained in this document and 2,Authorized Signature all attachments and that,based PROJECT MANAGER: on my inquiry of those ..individuals immediately 3.Position/Title responsible for obtaining the STATESIDE CONSTRUCTION.GROUPINC information,I believe that the 4.Representing . information is true,accurate,and 4/6/2017 complete.I am aware that there . 5:Date.(MM/DD/YYYY) are significant penalties for submitting false information, #E P. . including possible fines and 6. - imprisonment.The undersigned hereby states,under the penalties of perjury,that I am. aware that this permit application or notification shall- not be deemed valid unless payment.of the applicable fee is s made." i Revised:03/17/2014 Page 3 of 3 Town of Barnstable Regulatory Services i 11 9nea �, Richard V.Scali,Director Building Division Tom Perry,Building Commissioner 200 Main Street,Hyannis,MA 02601. www.town.barnstable.ma.us' Office; 568-862-4038 Fax: 508=790-6230. it Pro er Owner Must p tY Complete and-Sign This. Section . If Using A Builder" I. 70 Airport Road,LLC ;as Qwner of the subject property hereby authorize JSWeside Construction Group;Inc to act on riy behalf, . in all matters relative to work authorized by this building pert application for: Y Unit4a100 Independence:Drive:aka 70 Airport Rd,,,Hyannis,MA 02 (Address of Job) **Pool fences and alarrns are the responsibility of the applicant:Pools are not to be filled or utilized before fencei is installed and all final, inspections are performed and accepted. ' Signs of Owrier. Signature o t pplicant . Of Print Name Print Naiite Date _ �- �x � ���:, ���;� a�i���l�i I-i �!���♦i'�� `��,=��'I gift,I-1 � s =I 1T1-U III!` I i I I-i�lvacin 1 1•I7 I T���lyl�l , .��-1-11 11 >' , ��I' �i `4 � } r•' a..-dry +�'�' - .� e. � .T—V �•� p ~ �� ';v $ice ML �� r �, � .-i it >: ,;.. � -� " ►� +q�. . .. 10011ndependence Dr rr.ma 00 LS gn O _ a4 to y . - TATESIDE : C O N S T R;U C T 1 O. N 206 Andover Street Andover, MA 01810 - 978.475.2900 wwwrstatesidel.con. Town of Barnstable Building Division 200 Main Street Hyannis, MA 02601 ' To Whom It May Concern, Please take this letter authorizing Brad*Diver to be an agent of Stateside Construction Group. Si rel Cott Guthrie Owner, Stateside Construction Group • f SSA Administration August 15,2017 h , C TWO - A --R 'C: Ii I T E C Memorandum #1 Title: Buildin yp T e Change Request g Project: Social Security Administration 100 Independence Drive Hyannis'MA.: To: TQWn.of Barnstable-Building Inspectional Services: Cc. Brad Diver(Stateside Construction),.Andrew Cohen(ACTMarchitects) Based on our.analysis of existing construction, past:fillings withinahe premises and conformance to applicable code;we'requesta refiling to Type 5B' where the building materials_are within the defined. parameters of.this code.: The building is fully protected:by'an automatic sprinkler system and we've-'added a 2hour rated:.partition per.BXUV U4:15. The building will now be separated into.:two separate building areas compliant within Type 5B with no"exceptions, The tenant space is a:portion of the Buildin Area#2 and we.have illustrated g #' the 2hour partition:on the Egress Plan A012 as well,as the.appropriate references.' ,..: . As defined in Section 602 CONSTRUCTION CLASSIFICATION{602.3 TYPE III). Typellt construction is that-type of construction in which the exterior walls are of rioricornbustible materials and the,interior building.:elements are of.any material permitted by this code. As part of this refiling;we have included a revised A102 Egress Plan with the appropriate references:to conformance'.. . i Respectfully Submitted; Vincenzo.Giarr6e' tone:Architect END OF DOCUMENT r ` Memorandum BXUV.U415-Fire Resistance Ratings-ANSI/UL.263 0 - *LO n 'O line Certifications Directory Home Quick Guide Contact`Us UL.cotn Design No. U415. . :BX.UV.U415 Fre'Resistanee Ratings ANSI/UL 263 Page Bottom Design/System/Construction/Assembly Usage Disclaimer • Authorities Having Jurisdiction.should be consulted in all cases as to the particular requirements covering the installation and use:of UL.Certified products,equipment;system; devices,.and materials. AD Authorities Having.Jurisdiction should be consulted before construction:. • Fire resistance assemblies and producfs_are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field;. • When field issues arise;it is:recommended the first contact for assistance be the.technical service staff.provided by the.product manufacturer noted:for the design. Users of fire resistance assemblies are advised to consultahe • general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction: Only products which bear UL's Mark are considered Certified.: BXUV - Fire Resistance Ravings -'ANSI/UL 263 BXUV7 Fire Resistanee Ratings -CAN/ULC-S101 Certified:for Canada See General Information for Fire-resi tance Ratings -ANSI/UL 263 See General Information f6i Fire Resistance Ratings.- CAN/ULC S101 Certified for Canada Design.No. U415 October 10,2017 Nonbearing Will Ratings=1,2,3 or 4 Hr * Indicates such products shall bear.the UL or.cUL Certification Mark for.jurisdictions employing the UL or cUL Certification (such as Canada), respectively. BXU,V.U415-Fire Resistance Ratings-ANSI UL 261htm1[1 1/3/2011 7 1.15:21 AM] L f - BXUV.U4]5-Fire Resistance Ratings-ANSI/UL 263 ..,r .... o4 iji--vi- fiibE� rir►eti 0)(;. �. %-r ./ _ .. f ; . ...._,..............=......................................... 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UL263.htm1[I1/3/2011 11:15:21 AM] I BXUV.U415-Fire Resistance Ratings-ANSWUL 263 j 24 in.. car 800 nnr3: 0 / 1 f- ;PO ..:r 1: a tip , 24 i' : or.90O mm t3 C -2 1 r , a -rw r4 in. qr 900 Fri 4 C J�. __ ... _____ _ .: •.w :....yrs,.o:«:...........:..' .. —.............��xrw«" lorizou xl Sec.t.ion.. S,t eHx•: f -1 •, r 114 , �JJ l.J� i.irl:l.nwon..r:K--.h! lM.iw. •vrn.n - �''Jr-'-'• - pie:: /�,. r• . r • , BXUV.U415-Fire Resistance Ratings ANS]_UL 263.htm1[11/3/201111 15,:21 AM] I - BXUV.U415-Fire Resistance Ratings-ANSI/UL 263 j }+ 24 one..ur 601) ssim C }+ r f w. jJ - YA n:..wo..:'::::::.• . �1 ' ` i ,f - i' % � C., I71.ciz0�1.tct�. srrrirxp>t 1. Floor, Side-and Ceiling Runners.—'T' shaped runner,min 2-1/2 in. deep (min 4 in. deep when System C is used);with unequal'legs of I in..and 2 in;,fabricated from min 24 MSG(.thin 20 MSG when Item 4A,4B;.4C, 4D or 7 are used) gale steel. Runners positioned with short leg toward finished side of wall Runners attached to structural supports with steel fasteners located not greater than-2.in:from ends and not greater than,24 in. OC. "E11 shaped studs (Item 2A)may be used as ' side runners-in place:of"J" - shaped runners: 2 Steel Studs="C-H -shaped studs,min 2-1/2 in.deep,(min 4-in. deep.when System C is used); fabricated from min 25 MSG(min 20 MSG ' hen Items 2D 4A,49,4C, 4D or Tis used) galy steel. Cut to lengths 3/8 to 1/2 in.less than floor-to=ce ilin g height and spaced 24 in. or 600 mm OC (maz 16 in.:O.0 wbP.n Items 4A', 413, 4C, or 4D'are.used): 2A.Steel.Studs-.(Not.Shown). "E" shaped studs,installed.back to back in place of"C-H" shaped studs(Item 2) "E" -shaped studs secured together with steel screws spaced a makimum 12 in. OC. Fabricated from rriin'25 MSG(min 20:MSG wheri:Iteln 2D;4A,4B:or 7 is used):galy steel, . min 2-1/2 in. deep(min 4 in. deep when System C is used ,with one leg l in.long and.two'legs 3/4 in. long: Shorter legs l in. apart to engage gypsum1irier panels. Cut to lengths 3/8:to. 1/2:in:less than .floor to ceiling heights.: 2B. Furring.Channels—(Optional Not Shown).=For use with single or double layer ystems. Resilient furring channels fabricated froth min 25MSG corrosion protected steel, installed hori2ontally; and spaced vertically a max 24 in. OC. Flange..portion of channel:attached to.each intersecting "C-H" or.TV stud on side.of,stud opposite the 1 in. liner panels with 1/2 in: long Type'S or S-.12 pan-head steel screws..When furring channels are used,'-wallboard to be installed vertically only,Not to be used with Type:FRX-G gypsum wallboard;Type R.B LBG(Item 4A),Type Nelco (Item 413) or ceinerititious backer units(Item 7) 2C. Furrtng Channels For use with System "H. at" shaped, 25.MSG gale steel furring channels attached directly.over.the inner layers of wallboard-to each stud with 2 in. long Type S pan g head steel screws.Screws alternate from top flange to bottom flan a of each stud intersection: Furring,channels spaced vertically max 24 ih. OC. 2D :Steel Framing Members* (Optional,Not Shown)=For use with single or double layer. systems. Furring channels and:Steel Framing Members as described below.Not to be usedwith Type FRX=G gypsum wallboard; Type RB=LB.G(Item 4A),-Type Nelco(Item.4B)or.cementitious backer' units (Item.7):: • a.Furring Channels: Formed of No. 25 MSG gal' steel. M/16 in or 2=23/32 in. wide by 7/8 in. deep, spaced mak. 24 in. OC perpendicular to studs: Channels secured to.studs as described in Item b: G sum board installed verticall onl YP. Y. Y BXUV.U4IS-Fire Resistance Ratings.-ANSI UL263.html[l1/3/20111.1.15:21 AM] I - 6XUV.U415-Fire Resistance Ratings-ANSVUL 263 and attached to furring channels as described in Item:4. b. Steel Framing Members* Used to attach.furring channels,(Item 2134)to studs (Item 2.or 2A).:Clips spaced max. 24 in:OC. and secured to studs with No.. 8 x l=1/2 in.-minimum self_drifthig, S=12 steel screw through the center`gromrrlet. Furring channels are.friction fitted into clips: RSIC=1-clip for use with 2-9/.16 in. wide furring channels. RSIC 1 (2;75)clip.for use with-2-23/32 in. wide furring channels. . PAC INTERNATIONAL L L.C=Types RSIC-.1;RSIC 1 (2 75) 2E. Steel Framing.Members* .(Optional,Not Shown)=Furring..channels and Steel Framing Members as described below: a. Furring Channels-*.Formed of No: 25 MSG gale.steel. Spaced 24 in::OC. perpendicular to studs.Channels secured to studs as described in.Item b:Ends of adjoining,channels,overlapped 6 in. and tied together with double strand of No..18 AWG galvanized steel wire:Gypsum board-attached to furring channels as described in Item 4: b:. Steel Framing Members* Used10 attach,furring.chdmiels (Itein.2Ea)to studs. Clips.spaced_24 in. OC.,,and secured to studs with 2 in. coarse.drywall screw w1th:.l:in. diam'washer through the center hole..Furring channels are friction fitted into.clips: STUDCO,BUILDING SYSTEMS RESILMOUNT Sound Isolation Clips Type A237R 2F: Steel Framing Members*=(Optional,Not-Shown)=For use with single.or double layer. systems. Furring channels and Steel Framing.Members as described below.Not to be used 'with Type FRX-G.gypsum wallboard;_Type RB=LBG(Item 4A),.Type Nelco(Item 413),or cementitious backer units (Item:7). , a Furring Channels Formed of No. 25 MSG gals steel: 2-3/8 in:wide by 7/8 .i. . deep; spaced max- 24 in. OC perpendicular to studs: Channels secured to studs as described in Item b.Gypsum board installed vertically only and attached to furring channels as described in Item 1 b. Steel_Framing M.embers*=Used to attach furring channels (Item 2Da)to; studs.(Item 2_or 2A), Clips spaced max.24 in.OC.GENIECLIPS secured to studs with No.8 x 1-1/2 in:minimum self drilling,:S=1.2 steel screw throughthe center grommet Furring channels are friction fitted into clips: PLITEQ INC-Type GENIECLIP 3: Gypsum:Board*—Gypsum liner panels;nom 1.in. thick,24 in, or 600 mm (for metric spacing) wide.Panels cut 1 in.: less in length than floor to ceiling height: Vertical edges inserted in "H" portion of"C-H" studs or the gap between the two 3/4 in. Legs of the "E" studs.Free edge of end panels attached to long leg of vertical '.'X" :runners with 1-5/8 in..long Type S steel screws spaced. BXUV.U415-Fire Resistance Ratings-ANSI. UL 263.html[11/3/2017 11.15:21 AM] BXUV.U415-Fire Resistance Ratings-ANSI/UL 263 not greater than 12 in. OC.When wall height exceeds liner panel length, liner panel may be butted to extend to the full height of the'wall Horizontal joints need not be backed,by steel framing. In System I, butt joints in liner panels are staggered min 36 in. Butt joints backed with 6 in..by 22 in. strips of 3/4.in.thick gypsum:wallboard(Item 4). Wallboard strips centered over butt joints and secured to liner panels with six 1=1/2 in.long Type.G steel screws;three screws along the 22 in. dimension at the top and bottom of the strips: . CGC INC Type.SLX UNITED STATES.GYPSUM CO' Type SLX USG BORAL ZAWAWI DRYWALL L L C SFZ=Type'SLX. USG MEXICO S A.DE C V=Type SLX. 4: Gypsum Board* Sy stem A. 1 Hr Gypsum panels, with beveled, square or.tapered edges,nom 5/8 in..thick,.48 in: or 1200 mm wide; applied vertically or horizontally,attached to studs.with 1 in., long.Type S steel screws spaced 12 in. when installed vertically or 8 in OC when installed horizontally..Horizontal joints need not be backed by steel framing. CGC INC , . Types AR, C; IP-AR, IP=X1, IP=X2;IPC AR, SCX;SHX, ULX;VSGX WRC;WRX UNITED STATES GYPSUM CO.=Types AR, C; FRX-G,IP-AR,IP-Xl;IP-X2, IPG-AR,'SCX; SGX, SHX ULIX, ULX;-WRC; WR X;USGX, When ULIX is used,insulation, Item 6,Batt and Blankets* is required and minimum stud.depth is 4 in: USG BORAL ZAWAWI DRYWALL L L C SFZ—Types C SCX; SGX, US:GX USG MEXICOS A DE C V Types AR, C; IP-AR, IP-X1, IP.-X2; IPC-AR, SCX, SHX;ULX; USGX, WRC;WRX System B.-2 Hr. Gypsum panels,with.beveled; square or tapered edges,nom 1/2 in:or 5/8 in:thick,48 in: or 1200 mm wide, applied vertically or horizontally in two.1 ers. Inner;or base]aye* attached to studs with 1 BXUV.U415-Fire Resistance Ratings-ANSI. UL 263.html[11/3/2017 11:1.5.:21 AM] i B5CUV.U4]5-Fire Resistance Ratings-ANSUUL 263 in. long Type S steel screws space.d_24 in: OC when installed vertically or 16 in: OC.when installed horizontally. Outer or face layer attached to studs with 1-5/8 in. long Type S steel screws spaced 12 in. OC when installed vertically and.staggered 12 in. from base layer screws or 8.in-. OC when • installed horizontally and staggered:8 in. from base J layer screws. Horizontal joints between inner and Y outer layers staggered a min of 12 in.Horizontal joints need not.be backed.by steel framing:Vertical joints centered over studs and staggered 24.in. CGC INC. 1/2 in. Type.C; IP-X2, IPC-AR.or WRC;5/8 in. Types AR, C; IP-AR,IP-X 1;IP.-X2; IPC-AR;SEX, SHX,ULX;USGX,;WRC; WRX UNITED STATES GYPSUM CO- 1/2.in'.Types.C, IP-X2,IPC-AR; or WRC;-5/8 in:Types AR, C, FRX-.G, IP-AR,IP=X1;IP-X2;.IPGAR,SCX,•SGX, SHX; ULIX;ULX,USGX,:WRC, WRX: USG,BORAL ZAWAWI DRYWALL L L C SFZ. . 1/2 in .Type C; 5/8.in. Types C, SCX.SGX, USGX US.G. MEXICO S.A DE C V= 1/2 in Types C;IP- 2, IPC-AR or WRC;5/8 in Types AR, C IP- AR, IP-Xi; IP.-X2,IPC=AR, SCX, SHX,ULX; USGX;_WRC; WRX :S stem C 2 Hr Gypsum.panels'with beveled; square or tapered edges; nom 3/4 ini Ahiek, 48 in.or 1200 mrri wide, applied vertically or horizontally,:secured withl-l/4 in: long Type S steel.screws spaced 8 in .00 along vertical edges and 12 in. OC in the,field:when installed vertically or 8 in.OC along the vertical edges and in the field when installed horizontally.,Horizontal joints need not be.backed by steel framing: Screws along:side joints offset 4 in: Requires min 4 in deep framing per Items :I;2 and 3, Requires'min 3 in. thick mineral wool batts per Item 6 C:GC INC=Types IP-X3.6r ULTRACODE UNITED STATES GYPSUMCO. :Types IP-X3 or ULTRACODE USG BORAL ZAWAWI DRYWALL L'L C SFZ. Type ULTRACODE . .USG MEXICO-S A DE.0 V=Types IP-X3 or ULTRACODE. • System D. 2 Hr. Gypsum panels;with beveled, square or tapered edges, nom 5/8 in.thick;48 in:or 1200 min wide; . BXUV.U415-Fire Resistance Ratings-ANSI. UL 263.htm1[11/3/201111-15.:21 AM] BXUV.0415-Fire Resistance Ratings-ANSI/UL 263 applied vertically or horizontally,attached directly to studs with 1. in.long Type S steel screws spaced 24 in.when installed;vertically or 16 in.OC when installed horizontally.Horizontal joints need not be backed by steel framing: Requires face layer of 1/2'or 5/8 in.thick cementitious backer units per Item 7 and min 1-1/2 in thick mineral wool batts per Item 6. CGC INC Types AR; C,IP=AR, IP=X1, IP=X2, IPC-AR;SCX; SHX;ULX, USGX WRC, WRX UNITED STATES GYPSUM:CO=Types AR; C,.ERX-G; IP-AR, IP-XI, IP-X2,IPC-AR,'SCX, SGX; SHX, ULIX,ULX-USGX WRC,WRX. USG BORAL ZAWAWI DRYWALL L L.0 SFZ. Types C, SCX, SGX;USGX USG MEXICO S A DE C V=Types AR;C; IP-AR,.IP=X1, IP-X2; IPC-AR, SCX;.SHX;ULX, USGX,WRC, WRX System E . . . 2 He Gypsum panels,with beveled, square'or tapered edges,nom 1/2 in. or 5/8:in.thick,48 in.-.or 1200 mm Wide, applied vertically or horizontally; attached'to studs with.l.in. long Type S-steel.screws spaced 12 in. OC when'installed vertically or 8. :m when lnstalled.horizontally.Horizontal Joints need not be backed by steel framing. CGC INC-.1/2.in. Types C,.IP-X2,IPC-AR 5/8 in. Types AR, C, IP-AR, IP.-X1, IP-X2, WC-AR; 'SCX, SHX; ULX,USGX, WRC, WRX UNITED STATESGYPSUM CO 1/2 in. Types'C IP-X2 IPC=AR• 518 m: -T es:AR C FRX- .. . YP . YP G, IP-AR;IP=Xl, IP-X2, IPC=AR, SCX,SGX,_SHX;ULIX,-.ULX USGX;WRC;,WRX: USG BORAL ZAWAWI.DRYWALL L L C SFZ 1/2 in.Type C;:5/8 in.Types C,SCX,SGX; USGX USG MEXICO S A DE.0 V.= 1/2 in.Types C, IP=X2, IPC AR;5/8 m:Types AR, C; IP AR, IP- XI, IP-X2, IPC AR, SCX;:SHX, ULX,USGX;.WRC. WRX System F=2 He Gypsum panels, with beveled;square or tapered edges, norrr.1/2 in. or 5/8 in. thick;48 in: or 1200 mm w1de; applied vertically iri.two.layers. Inner or:base layer attached to resilient furring channels (Item 2B)with 1 in: long Type S steel screws spaced 24 in. Outer or face.I' er attached to resilient BXUV.U415-Fire.Resistance Ratings-ANSI UL263.1timl[l 1/3/2017 11:15:21 AM] i BXUV.U415-Fire Resistance Ratings-ANSI/UL 263 furring channels(Item 213)with 1:-5/8 in. long Type S steel.screws spaced 12 in. OC and staggered 12 in. from base layer screws. Joints between inner and outer layers staggered 24 in.. • CGC INC- 1/2 in. Type.C, IP-X2; IPC AR or WRC; 5/8 in Types AR-C, FRX-Q IP=AR, IP-X1, 1P= -2, IPC=AR; SCX,SHX,:ULX; USGX;WRC; WRX UNITED STATES GYPSUM CO 1/2 in. Type;C: IP=X2, -AR or WRC 5/8 in. Types AR.:C FRX-G, IP-AR, IP-XI IP.X2,:IPC-AR, S.CX; SOX, SHX;ULIX;ULX, US.GX, WRC; WRX.. USG.BORAL ZAWAWI DRYWALL L L C SFZ 1/2 in. Type Q 5/8 in:.Types C;SCX. USG MEXICO_.S A DE C V- 1/2 in.Types C; IP-X2; IPC-AR or WRC, 5/8.in. Types AR,:C,IP- . AR; IP=X1, IP-X2; IPC-AR;SCX, SHX; ULX;USGX,WRC;WRX System G 3 Hr Gypsum panels,with.beveled;square or tapered edges;nom 5/8 in.thick,48 in.. or 120.0 min wide; applied vertically or horizontally in three layers. Inner or base layer attached to studs.with 1 in, long Type S steel screws spaced 24 in. OC when installed vertically or 16 in OC when installed . horizontally.Middle layer.attached to studs with 1-5%8 in.long Type S:stee] screws'spaced 24 in. • when installed vertically or ]6;in:OC when installed horizontally.Outer or face la er attached to y studs'with 2-1A in. long Type S.swel.screws spaced 16 in.When installed vertically.or 12 in. OC when installed horizontally. Screws offset 6 in:from layer below. Horizontal joints on adjacent layers staggered a lnin of l2 in, . Horizontal joints.need not be backed by steel framing:Verticat. joints.centered over studs:and staggered 24 in. on adjacent layers:. CGC INC Types C,IP-X2,IPC-AR;WRG UNITED STATES GYPSUM CO Types C, IP-X2, IPC-AR- WRC USG.BORAL ZAWAWI DRYWALL,L L C SFZ . Type C USG MEXI.CO S APE C V TypesC, IP-X2,IPC-AR, WRC System H 3 Hr • Gypsum panels;with'beveled;square or tapered edges, nom 5/8 in;thick,48 in. or 1200 mi m wide; applied vertically or horizontally;two layers over the flange of the"C"section of the studs; one layer over the flange of the"H section of the studs. Inner or base layer attached to studs with,l in:Gong BXUV.U415-Fire Resistance Ratings-ANSI.UL263.htm1[11/3/201.7 11:15:21 Am] BXUV.U415-Fire Resistance Ratings-ANSI/UL 263 Type S steel screws spaced 24 in.:OC when installed vertically or"16 in-. OC when installed horizontally. Face layer attached to studs with 1-5/9 in.long Type S steel screws.spaced 16 in.when installed vertically or 12 in. OC when installed horizontally. Screws offset 6 in. from layer below. Horizontal joints on adjacent layers:staggered.a min of 12 in. Horizontal joints need not be.backed by steel framing. Vertical joints centered over.studs and staggered 24 in,on adjacent.layers. CGC INC=Types C, IP7X2,IPC-AR, WRC: . UNITED STATES GYPSUM CO 'Types:C., IP-X2- IPC-AR;.WRC USG BORAL ZAWAWI DRYWALL L L'.0 SFZ.=Type C USG MEXICO.S A DE C V.=Types C, IP-X2, IPC-AR WRC System lG-.4 Hr Gypsum panels,with beveled, square or tapered edges, nom.3/4 in.thick;4 ft wide(or 1200 mm for metric spacing)wallboard with square.or tapered edges;fiotal.of four layers to be used. First and. second-(inner).layers applied vertically'or horizontally over the.steel studs. Horizontal joints.need . • not be backed by steel framing. When applied.vertically;joints centered over studs and staggered min 24 rn.,, otherwise all joints staggered inin 12 in. First layer secured to.studs with I_1A in. long Type.S self-drilling, self-tapping bugle-head steel screws spaced.24 in: OC. Second layer.secured to studs with 2=1/4 in. long Type Sself-:drilling;self-tapping bugle-head steel screws spaced 12 in OC. Third layerapplied vertically over the furring.:channels (Item:2C).with a 1 1/4 in..lorlg Type S self drilling, self tapping bugle-head steel screws spaced 12 in. OC. Fourth layer applied vertically or horizontally with 2=1/4 in. long Type Sself-drilling; self-tapping bugle-head steel screws spaced 12 in. OC. When applied vertically;joints to be staggered min 24 in. from third layer, otherwise all. joints:staggered min 12 in. . CGC INC:=Types IP-X3 or.ULTRACODE UNITED STATES GYPSUM CO=Types I1?=X3 or ULTRACODE USG BORAL ZAWAWI.DRYWALL_L1 C SFZ Type.ULTRACODE USG MEXICO S A DE C V.-Types IP-X3 or ULTRACODE 4A. Gypsum Board* (As an alternate to Item 4:Systems A-B;.C;D,E, G,H; and I when used as the base layer,For direct attachment only)—Nom 5/8 in. or N4 in.thick lead.backed gypsum. BXUV.U415-Fire Resistance Ratings-ANSI. UL263.html[1 1/3/2017 1 1:15:21 AM] BXUV.U41 5-Fire Resistance Ratings-ANSI/UL 263 panels with beveled, square or tapered edges, applied vertically..Vertical joints centered over 20 MSG steel studs and staggered min l.stud cavity on opposite sides.of studs. See Items i, 2,2A,2B and 2D. Wallboard secured to studs.with 1-1/4 in. long Type S=12 steel screws spaced 8 in. OC at • perimeter and 12 in.OC in the field. For.Joint:Cornpound see It 5.To be.used with Lead Batten Strips(see Item 9)or Lead Discs or Tabs(see Item 10). RAY-BAR ENGINEERING CORP.=Type RB-LB.G 4B. Gypsum Board*-(As an alternateaoTtein 4 Systems.A,B, C,D,E, G,H, and I when used as the:base layer,For,direct attachment only) Nominal 5/8,in: thick.lead,backed gypsum.panels_With: beveled, square or tapered edges, applied vertically,Verticaljoints centeredover studs and staggered min 1 stud cavity on.opposite sides of studs. Wallboard secured to studs with'.]-1/4 in;.long Type S- ' 12 (or:#6 by 1-1/4 in. long bugle head fine driller.) steel screws spaced 8 in.-C at perimeter and 12 in. OC in the field. NEW ENGLAND LEAD BURNING CO INC;DBA NELCO.. Type Nelco 4C. Gypsum Board*-(As an alternate to Item 4 Systems A;B, C,D� E' G,H, and I:wheri used as ; the base layer,,For direct attachment only)..-Nom 5%8 or 3/4 in. thick lead backed.gypsum panels with beveled, square or.tapered edges,.applied vertically..Vertical joints centered over 20.MSG steel studs and staggered min 1_ stud cavity orr;opposite sides:of studs: See Items.1,2, 2A,.2;B and 2D_ Wallboard secured to studs'with 1-1/4 in. long Type S=12 steel screws.spaced 8 in. OC atperimeter and 12 in: OC in-the field.For Joint Compound.see Item 5 To be used with Lead Batten Strips(see - Item 9A)or Lead Discs (see Item l0A). Lead batten.strips.required behind vertical joints of lead . • backed gypsurn.wallboard.and.optional at remaining stud locations:Lead batten strips, min 2'in . wide,max 10-ft.long with a max thickness of.0.140 in.placed on,the:face of studs and attached to the stud_with two 1 in.long Type.S-8:pan head steel:screws;one at ahe;top of the.strip and one at.the . bottom.of the;strip. MAYCO INDUSTRIES INC=:Type X Ray Shielded Gypsum Gypsum Board*-(As an alternate to Item 4 Systems A, B;C,:D;E,G;.H, and L when used as the base layer,For direct attachment only).. Nom:5/8 in:thick lead backed gypsum panels with beveled, square:ortapered.edges, applied.vertically. Vertical joints centered overstuds.andstaggered . min 1 stud cavity on opposite sides.of studs.Wallboard.secured to studs with 1-1/4 in:long_Type.S- 12 steel screws gypsum panel steel screws spaced 8 in..OC at perimeter and 12.in: OC n.the field:. Lead batten strips required behind vertical joints of lead backed gypsum wallboard and optional at. remaining stud I&AtlonS.Lead batten strips, min 2_ n:wide;max 8 ft long with a nlax:;thiekness of 0.14 in. placed.on the face of studs and attached to'the stud with construction adhesive and_two 1 in. long Type S71 pon head steel screws, one at the top'of the strip and:one at the bottom of the strip.: Lead discs;nominal 3/8 in:diam by,max 0.085 in.thick:.Compression fitted or adhered over the screw,heads. Lead batten strips and-disc' to have a purity. of 99.9%meeting the Federal specification QQ-L-201 f, Grade "C" RADIATION PROTECTION PRODUCTS INC Type RPP =Lead Lined Drywall 5. Joint Tape and Compound (Not Shown) BXUV.U415-Fire Resistance Ratings-ANSI UL 263:htm1[1 1/3/201.7 11.15:21 AM] BXUV.0415-Fire Resistance Ratings-ANSI/UL 263 Systems A,B, C,E,F,,G,H,I • Joints on outer layers of gypsuib boards(Item.4 and 4A)covered with paper tape and joint. compound. Paper tape and joint compound may be omitted when gypsum boards are supplied with . square edges: Exposed screw heads covered with joint compound: 6:Batts and Blankets*_ Systems A,BE,F;G;H,I (Optional)=Mineral wool or glass fiber batts partially or completely filling stud cavity Any' mineral wool or.glass.fiber batt.mineral bearing the.UL Classification Marking as to Fire Resistance. System A.With:Type ULIX Gypsum Boards. . Placed in stud cavities An min. 3-4/2 iri:thick glass.fibe'r insulation bearing the UL Classification Marking:as to Surface Burning Characteristics and%or:Fire Resistance: See.Batts and Blankets KNV or BZJZ Cateimries for names of Classified companies. Systems C:& D Min 3 in. (System C) and min 1=1/2 in: (System.D)-thick mineral wool batts. friction fitte'dbetween the studs and floor:and ceiling runners: ROCKWOOL—Type AFB " . THERMAFIBER:INC Type SAFB;StAFB FF 7. Cementitious Backer Units* (System D)-N' 112 or Ain.thick panels;square edge; attached to studs over gypsum wallboard with Y=5/8 in. long;Type 5=12; corrosion resistant steel screws spaced$iri:.00 and stag' red in: from gypsum,wa}1.board screws:Jointscovered with, glass fiber mesh tape.Vertical joints.staggere.d-one.stud cavity from gypsum wallboard joints Horizontal joints staggered a min:of 12.in.from the gypsum.wallboard joints.. 11 UNITED STATES.GYPSUM CO. Type DCB 8. Laminating Adhesive* (Optional,Not Shown) Used to bond outer_layer of Cernerititious Backer Units (Item 7)to inner layers of Gypsum Board (Item 4).in System D.ANSI Al36.1 Type 1 organic adhesive applied with 114 in. square notched trowel. See Adhesives (BYWR) in the Fire Resistance Directory—or Adhesives (BJLZ) in the BuildingMaterials Directory for names of Classified companies: 9:Lead Batten Strips*-.(Not Shown- For Use With Item 4A) :Lead batten strips; Min 1-1/2 in: wide, max 10 ft long with a-max.thickness of 0.125 in Strips placed on the interior face of studs and attached from the exterior face of the.stud with two 1 in.long Type S=12 pan head steel screws, one - at the top of the strip and one at the bottoin of the strip. Lead'batten strips to:have a purity of 90.9% . meeting the Federal specif cation:QQ L-201 f,Grade='C", Lead batten strips required behind vertical BXUV.U4IS—Fire Resistance Ratings:ANSI. UL263.btm1[11/3/201'!1,1:1:11 AM] i BXUV.U415-Fire Resistance Ratings-ANSI/UL 263 joints of lead backed gypsum wallboard (Item 4A) and optional:at remaining stud locations. . Required behind vertical joints: 9A: Lead Batten Strips-(Not Shown, for use with Item.4C)-:Lead batten strips, 2 in. wide;:lnax 10 ft long with a max thickness of 0._140.in Strips placed on the face of studs and attached,to the stud with two min. 1 in: long rain. Type,S-8 pan head steel screws, one at the top of the-strip and one at the bottom of the strip or with one inin 1in.-long min:,Type S-8.pan head steel screw at the.top of the strip. Lead batten strips to have a purityof 99,.5% 'meeting the Federal specification QQ-L-201f, Grades "B; C or D".. Lead batten strips_reduired behind:Vertical.joints of lead backed gypsum, Wallboard (Item 6)and optional at remaining stud locations: 10. Lead Discs or.Tabs (Not Shown;For Use With Item 4A). Used in lieu of or in addition to the lead batten strips(Item 9) or optional at:other locations.-Max 3/4 in. diam by max.0.125 in.thick lead discs compression fitted or adhered Over.sfeel_screw' heads or max 1/2 in. by. 1=1/4 in..by max 0.125 in. thick lead tabs placed on gypsum boards(Item 4A) underneath screw locations prior to the installation of the screws.Lead.discs or tabs to have.a purity of 999%meeting.the Federal specification QQ7L=201f,:Grade "C . I OA.Lead Discs—.(Not Shown, for use with Item 4C) Max 5/16 in. diam by max 0.,140 in..thick. lead.discs compression fitted or adhered'ov. . steel screw heads:.Lead discs to.have a purity of 99.5% meeting the Federal Specification QQ=L-20.Tf, Grades"B,.0 or D". . 11: Lead Batten Strips=.(Not Shown;For-Use.With Item 4B)=Lead batten strips;2 in..wide, Max, 10 ft long with a max thickness of 0.142 in. Strips placed on.the face of studs and attached to the stud with.two min. I in. long min.Type S=8 pan head steel screws, one atthe-top_of the strip and one at the bottom of the strip'or with brie min.; I in.long.min Type S=8 pan:head steel screw at the top of the strip. Lead.batten strips to have a purity of 99::9%o meeting:the Federal specification QQ-L=: 201f,Grade "C". Lead batten strips required behind vertical Joints:of lead backed gypsum wallboard (Item4B).and optional at remaining stud locations 12: Lead Tabs.—(Not Shown,For Use With Item 413)='2 in :wide, 5 in.long with a max thickness. of 0.142 in. Tabs friction-fit:around front face:of stud,"the stud folded back flange;and the back face of the.stud.Tabs required at each location where a.screw(that secures the gypsum boards,.Item..413) will penetrate.the,steel stud Lead tabs.to have a purity of 99.9%meeting the Federal specification.. QQ-L=201f,Grade "C".Lead tabs.may beheld in place With standard adhesive tape if necessary: *Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification.(such.as.Canada), respectively. - -Last U do ated on 2017:10 10 Questions Print this nape . Terms of Use 2017 UL LLC The appearance of a coal ari .s name or product.in'this database does not in its T p y' p elf assure that products so identified have been manufactured under UL's.Follow-Up,Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow=Up Service.Always look for the Mark on the,product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following ndiiions: 1:The Guide Information,Assemblies, Constructions,-Designs, Systems;and/or Certifications(files) must presented in their entirety and m a non_misleading manner;without any manipulation of the data(or drawings). 2. The statement"Reprinted from the Online.Certifications Directory with permission from UL must appear adjacent to the extracted material. In addition,the reprinted material must include a copyright notice in the following format:.."© BXU.V.U415-Fire Resistance Ratings-ANSI. UL 263.him1[11/3/201'7 11.15:21 AM] r U S TATE.SIDE. Submitted,1111/17 C O N S T-R U C:T 1,0 N APPROVED FOR'CONFORMANCE. WITH THE CONTRACT DOCUMENTS All. dimensions and quantities have been. reviewed and are accepted by Stateside'Construction:Group. All dimensions'and field conditions have been 'r wiil be verified. prior to fabrication of.the items described herein.. - Project: SSA OFFICE GC: Stateside Construction Group. Subcontractor. :Stateside Trade: GWB and MEPs Submittal/Shop Drawing: REVISED Fire stopping by 3M utimittal#: 070000-001-1 . . Spec:Section: N/A For.Approval. This revision also. includes. . prescription for treatment at metal .- deck flutes: From: Mike S at y C To; Anthony afenaca lzdiverCalstatesidel corn Subject: RE:Fire Penetration List Dater Tuesday,October 31,2017 5:45:05..PM Attachments: Social Searity Submittal.odf If you have access from both sides, one system (W-L-1001) is essentially going to cover everything with the exception of a couple situations that are covered by an EJ or a different system-The system W-L=1413 is pretty much the same system as W-L=1001. Everything will be firecaulk.and mineral Wool as needed The submittal re.ads,as the EJ,then the diagram'of installation, and then,'the system:it is based.on%to follow.There is one EJ=b86938 that covers everything from on:e side access, requiring the metal sleeves and mineral wool. All of the,systems that 5,86538 are based.on are listed below it in the submittal if you can avoid going.this route I.highly suggest it Let me know if you have any questions/need anything else. 2 Hour Rated Wall:Systemsao-follow 1/2" conduit—:W-L4001/W=L-1413 1".conduit-:W-L-1001/W=L-1413 Electrical box power supply_W-L-1001/W=L4413 T..' sprinkler.pipe=.W-L-1001/W-L-1413. • 4"sprinkler main W=L 1001/W-L-1413 6" sprinkler.Main 7 W-L.1001/W-L-1413 2"gas line-W-L-1001/W=L-1413 2°water supply l line-W-L-1001/W-L-1413 Bundled MC Wiring.-:-W7L73347 . Halfdn:-Wall Sprinkler Main=EJ/W=L-1001 1 Hour.Rated Wall: Steel Joists through Sheetrock-EJ-58694:1/HW-S-0030 -2" sprinkler pipe through She. etrock=W1=100.1/W-L-1413 .4" Conduit throughSheetrock W-L-1001/W-L-1413 ; 2"conduit through:sheetrock-W-L=1001/W-L1413 Thanks From: Mike::Sodano Sent:Tuesday,October 31; 2017 4:01 PM To: 'Anthony Catenacci 'bdiver@statesidei.com' Subject::RE: Fire Penetration List Attached is the order being sent down tomorrow am. l have Tony Listed as.the delivery contact Thanks °U Fire Protection. Social Security Hyannis • Submittal Information Submittal Name. Social Security Hyannis Architect General Contractor . : Stateside Construction.Group Trade Distributor General Insulation Company Author/Company: . sodano, micliael/ Technical Sales Rep: Ryan Fenstermaker_ Date Created 10/26/2017. Last Modified 10/81/2017 #Documents 20 Submittal Size 3.42 Additional.Notes . ENGINEERING JUDGMENT FOR:.' 10/30/2017 Fire Protection Products Bryan Moreau / True North Marketing Granby, CT 06035 Project: Social Security Office Contractor: Stateside Const;uction:G 6tip\- Fire Stopping Category: Pen Seals/Metal Pipe Hourly Rating Requested)Type: 2 Hour,/F`- Obtainable rating: See,Below"V`' Assembly Penetrated: Gypsum Shaft Wall Assembly Opening Size: Rectangular: Length,:,20 indi'Width : 6 inch Penetrating Item: Steel Pipe Annular Space:(Min : 0 inch Max:0,125 inch Space Between Penetrants: Single Penetrating Item Special Conditions:W-L-1001 -with inclusion of a 4 in.sprinkler'supply,pipe`penetrating,into wall with part of the pipe partially penetrating the membrane of the wall including couplers ��' 'l Application Details: To smoke seal this application, install-in accordance with,UL System W-L-1001 with the following modifications/clarifications: 1. *Due to the 4 in. sprinkler pipe w/couplings making a membrane penetration within the wall with 0 in.to max .125 in. annular space,the rating for this application,is a smoke seal only. 3M Fire Barrier Material: CP 25WB+;Sealant Based On:W-L-1001 1-1. \\X. A� This Engineering Judgment(EJ)'is based upon,the sole and exclusive use of 3M brand Fire Protection Products as described within. Modification'of ariyof'the parameters of this EJ, including,without limitation, the use of non-3M brand Fire Protection Products shall re_'der this'EJ null and void. 3M can only provide a smoke and draft seal for this application. From previous testing�and experience; if the 3M Fire Protection Products are installed properly, the smoke and draft seal will receiv\an ,satin e'er UL 1479. Engineering Judgment Prepa�edBy: �, Reviewed By: Carrie Meis 586936 Technical Service Engineeri�, cc: Ryan Fenstermaker Email:rfenstermaker@mmm.com Email:msodano@generalinsulation.com i3M Industrial Adhesive and Tapes Fire Protection Products 3M Center, Building 230-B-S-37-03 St. Paul, MN 55144-1000 Page 1 of 1 System No.W L-1001 June15,2005 C F Ratings—1,2;3 and 4 Hr(See Items 2 and 3) 0 T Ratings=0,1,2,3,and 4 Hr(See Item 3) a L Rating At Ambient-less than 1 CFM/sq ft • GRating At 400 F—less than 1 CFM/sq ft . C C d s iT 1A 0 . A s 3 3 . LEA } 1B d SECTION A-A 1 Wall Assembly The 1;2,3 or 4 hr fire-rated gypsum wallboard/stud wall assembly shall be constructed of the materials and in the. manner described in the individual U300 or U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: N A. Studs-Wall framing may consist of either wood studs(max 2 hr fire rated assemblies)or steel channel studs.Wood studs to consist of V) nom 2 by 4 in:(51.by t02 him)lumber spaced 16 in.(406 mm)OC with nom 2 by 4 in.(51 by 102 mm)lumber end plates and cross p braces.Steel studs to be min 3-5/8 in.(92 mm)wide by 1-3/8 in.(35 mm)deep channels spaced max 24 in.(61m)OC. B. G sum Board —Nom. O *Gypsum , , edges. 0 m 13 or 16 mm)thick 4 ft.(122 cm)wide with square or to peyed g es.The gypsum wallboard 0 type;:thickness,number of or m.(f layers;fastener type and sheet orientation shall be.as specified in the individual U300 or U400 Series. Design in the UL Fire Resistance Directory.Max diam of openingis.26 in.(660 mm): 2. Through Penetrant-One metallic pipe,conduit or tubing installed either concentrically or eccentrically within the firestop system.The ' annular space between pipe,conduit or tubing and periphery of opening shall be min of 0 in:(0 mm)(point contact)to max 2 in.(51 mm). Pipe,conduit or tubing to be,rigidly supported on.both sides of wall assembly.The following types and sizes of metallic pipes,conduits or tubing maybe.used: : , A. Steel Pipe—Nom 24 in.,(610 mm)diam(or smaller)Schedule 10(or heavier)steel pipe. B. lion-Pipe-Nom 24 in..(610 mm)diam(or smaller)service weight(or heavier).cast iron soil pipe,nom 12 ip.(305 mm)diam(or. smaller)or Class 50(or heavier).ductile iron pressure.pipe. C. Conduit—Nom 6 in..(152 min)diam(or smaller)steel conduit oi•nom 4:in:(102 mm)diam(or smaller)steel electrical metallic tubing D. Copper Tubing-Nom 6 in.(152 min diam(or smaller)Type L(or heavier)copper tubing 4n E. ` Copper Pipe—Nom 6 in.(152.mm)diam(or smaller)Regular(or heavier)copper pipe: Q. F. Through Penetrating Product*=.Flexible Metal Piping—The following types of steel flexible:_metal gas piping may be used: 1; Nom 2 in.(51_mm)diam(or smaller)steel flexible metal gas piping.Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. OMEGA FLEX INC 2. Nom 1 in.(25.mm)diam(or smaller)steel flexible metal gas piping.Plastic covering on piping may ormay not be removed on both sides of floor or wall assembly. TITEFLEX CORD A BUNDY CO 3. Nom 1 in.(25.mm)diam(or smaller)_steel flexible metal gas piping.Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WART)MFG INC This material was extracted and drawn by 3M Fire.Protection Products from the 2007 edition of the UL Fire Resistance Dire(tory. .&s- 3M Fire Protection Products Product support Line:1-800-328-1687' WW W.31Ii.com/firestoP W+1 0010 1 of 2 (hoose.option 4 for FAX ON DEMAND: .97 . System No.W L-1001 continued O3. Fill,Void or Cavity Material*-Caulk or Sealant-Min 5/8.1-1/4,1-7/8 and 2-1/2 in.(16,32,48 and 64_mm)thickness of caulk for 1,2, C 3 and 4 hr rated assemblies,respectively,applied within annulus,flush with both surfaces of wall.Min 1/4 in:(6 mm)diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall.The hourly F Rating of the firestop system is dependent upon the hourly fire rating of the will assembly in which it is installed,as shown in the following table.The hourly T Rating of (D the firestop system is dependent upon the type or size of the pipe or conduit and the hourly fire rating of the wall assembly in which it is 7 installed,as tabulated below: N .� Max Pipe or Conduit F Rating T Rating Q Diam In.(nun) Hr Hr O 1(25) 1 or 2 0+,l or.2 H 1(25) 3.or4 3 o4 4(102) : l or2 0 6.(152). 3 or4.. 0 12(365) 1 or 2 - 0 . +When copper pipe is used,T Rating is 0 hi. 3 3M COMPANY-CP 25 WB+caulk or FB-3000 WT sealant;. . . 'Bearing the UL Classification Marking A H O ell CD- CD C 3_ , This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition.of the UL Fire Resistance Directory: c YL us 3M Fire Protection Products Product suppdd.Une:1-800-328-1687 F 98 WWW.3m.com/fi!estop W+1 OO 1 2 of Goose option 4 for FAX ON DEMAND ENGINEERING JUDGMENT FOR: ° .10/31/2017 Fire Protection Products Bryan Moreau True North Marketing Granby. CT 06035 Project: Social Security Office Contractor: Stateside Construction;Grow `�1' . Fire Stopping Category: Pen Seals/Metal Pie Hourly Rating Requested/Type: 1 and 2�Hour`'/F, ; Assembly Penetrated: Gypsum Shaft Wall Assembly 'Opening Size: Per W 0-1296 Penetrating Item: Conduit Annular Space::Per-W=L4296-,,:\ \ . Space Between Penetrants: Single Penetrating Item �`✓._��:. \ \�, ) t Special Conditions: Contractor has field conditions per W-L 1296 with the inclusion of,a gypsum shaft wall and single. ma side access..Penetrant is a x 4 in: conduid.s rinkler pipe. Application Details: To.firestop this application, install inaccordance with Ub Systerrm W-L 1296 with th.e following: modifications/clarifications 1. Install a minimum 22 gauge Steel cylindrical sleeve within the opening�Length of:§leeve to be sited such that the sleeve is positioned flush withi or,extending maximum 1 in. beyond, both wall.surfaces. Insert. sleeve into the.opening and allow to unfurl such that a minimum 2�in.lap exists along the longitudinal seam. 2. From the accessible side of the assembly,.install!a 1 in�depth of:minimum 4 pcf mineral wool batt insulation within the sleeve: Mineral wool isto.be tightly packed and'positioned flush'with the inaccessible • end of the sleeve. � / 3: From the accessible side of the assembly install a m_Inlmum 5/8 m depth of fill material against the installed mineral wool.Allow to skin over ` Y 4. Install minimum 4 pcf,mineral wool batt insulation within the remaining depth of the sleeve.. Mineral wool is t .. ,.. to be compressed 50 percent and recessed from4 he accessible end of the sleeve to accommodate the required.depth of fill material . . 5. Install a.minimum 5/8,in�depth;of lilt-material�within the sleeve,tooled flush with the end of the sleeve. 6. Install a minimum 1/2 in..bead°of sealant around the perimeter of:the sleeve,at the sleeve/gypsum: interface.on the accessible side of the assembly 3M Fire Barrier Material: CP'25WB+Sealant`° Based On:W7L'1296. �,. . Additional Referenced S stems :. (See Attached Drawing) This Engineering Judgmeni(EJ),is based uporr the sole and exclusive use of 3M brand Fire Protection Products as,.' described within. Modification,of any.of the parameters of this EJ, including, without limitation;the use of non-3M brand Fire Protection Products;shall render:this EJ null.and void. The firestop design,is expected to achieve the hourly rating:. indicated above Th s`eng neering judgment is based on performance results obtained in testing with independent: laboratories and/or internal 3M.fire tests,-which-have.been.tested in accordance to ASTM E 814. uL 1479)... Engineering Judgment Prepared By: Reviewed By:. 11 Carrie.Meis 58 6997 Technical Service Engineer cc: Ryan Fenstermaker,. Email`.rfenstermaker@mmm.com Email: msodano@generalinsulation:com 3M Industrial:Adhesive and Tapes • Fire Protection Products 3M Center,.Building 230-B7S737-03 St. Paul, MN 55144-1000 Page 1 of 1 3M.ENGINEERING JUDGEMENT NO..586997 MODIFIED SYSTEM NO. W-L-1296 REQUESTED F RATING 1 & 2-HR. er 4 5 2 - 3 -ACCESSIBLE SIDE 1..GYPSUM SHAFT WALL ASSEMBLY: 2. PENETRATING,ITEM PER APPROPRIATE VERSION OF CORRESPONDING EJ. 3. SLEEVE. 4. 4'PCF MINERAL WOOL.' 5. FIRESTOP SEALANT AS:OOUTLINED IN APPROPRIATE.VERSION OF.CORRESPONDING El . CONFIGURATION OR ORIENTATION OF P.ENETRANT(S)/OPEN1.NG(S) MAY NOT MATCH SITE CONDITION(S). CONSULT CURRENT INDEPENDENT TESTING LABORATORIES(UL/INTERTEK).FOR SYSTEMS OR DESIGN DETAILS 'PROJECT: SIGNATURE: SOCIAL SECURITY OFFICE REV: DATE::. DESCRIPTION DRWN BY DWG.LOCATION: DATE: 0 10-31-17 ORIGINAL ISSUE BLF NOT FOR USE AS CONSTRUCTION' 586997.DWG 10-3.171.7 DOCUMENT. ALLSTATE MENTS;TECHNICAL INFORMATION AND RECOMMENDATIONS CONTAINED HEREIN ARE BASED ON TESTS . . - .. . . - . . . WE BELIEVE TO BE RELIABLE,HOWEVER;SINCE THE CONDITIONS • ' OF USE AND APPLICATION ARE E'EYOND OUR CONTROL,3M �.�. . . . . . . TO NOT SHALL NOT BE,LIABLE FOR ANY.DAMAGE,DIRECTOR CONSEQUENTIAL;RESULTING FROM THE USE OF THIS MATERIAL Fire Protection Products TO SCALE. OOR DESIGN.3M'S FOURPRODUCTOPROVED�T06 DEFECTIVE_SHALLE O REPLACE ANY System No,W L-1296 February 14,2008. p F Ratings-1 and 2 Hr(See Item 1) C T Ratings-O and 1/4 Hr(See item 1) CD 1A (D �A Q O 3 2 f.., ,. 3 3 _ . c2 SECTION A A: 1 Wall Assembly=The l or 2 hr fire rated gypsum board/stud wall assembly shall be constructed oft he materials and in the manner described_ in the individual U300,U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A. Studs-Wall framing may consist of either wood studs or steel-channel studs.Woodstuds to consist of nom 2 by 4 in.(51 by 102 min) lumber spaced 16 in.(406 mm)OC.Steel studs to.be min 3-1/2 in:(89 mm)wide spaced max 24 in.(610 mm)QC. B. Gypsum'Board*—The gypsum board.type,thickness;number of layers;fastener type and sheet orientation shall be as specified in the ' individual U300,U400•or V400 Series Design in the UL Fire Resistance Directory.Max diam of opening is 10-5/8 in.(270 mm).. C. Steel Sleeve (Optional,Not Shown)-Cylindrical sleeve fabricated,from min 0:019 in.thick(0.48 mm)galv sheet steel and having O a min 2 in.(51 mm)lap along the longitudinal seam.Length of steel sleeve to be equal to thickness of wall.Sleeve installed by coiling N the sheet steel to a diam-smaller than the through opening,inserting the coil through the,openings and releasing the coil to let it uncoil (p against the circular cutouts in the gypsum wallboard layers. The hourly F Rating of the firestop system is equal.6 the hourly fire rating of the wall assembly in which it is installed.. H The hourly T Rating is 0 and 1/4 Hr for 1 and 2.Hr rated assemblies,respectively. 2., Through Penetrants—One metallic pipe,conduit,tubing or:flexible metal pipe installed concentrically or eccentrically within opening.- Annular space betweenpenetrant and periphery of opening to be min 0 in:(0 min point contact)to.max.2 in.(51 nun).Penetrant to be rigidly supported on both sides of wall.The following.types and sizes of penetrants may be used: A: :Steel Pipe—Nom 8 in.(203 min)diam(or smaller)Schedule 5(or heavier)steel pipe. B. Iron Pipe-Nom 8 in.(203 mm)diam(or smaller)castor ductile iron pipe: C. Conduit:-Nom 4 in.(102 mm)diam(or smaller)steel electrical metallic tubing(EMT)or nom6 in..(152 mm)rigid steel-conduit. D. Copper Tubing—Nom 4 in.(102 mm)diam(or smaller)Type L or heavier).copper tubing. E. Copper Pipe' Nom 4 in.(102 nun diam or sinaller Regular or heavier)coPPerPi lam• - C) F. .Through Penetrating Product*—Flexible Metal Piping-The following types of steel flexible metal gas piping.may b.e used: -0. 1. Nom:2 in.(51 mm)diam(or smaller)steel flexible metal gas piping Plastic covering on piping may or may not be removed on C both sides of floor or wall'assembly, 3 OMEGA FLEX INC 2. Nom 1 in.(25 mm)diam(or smaller)steel flexible metal gas,piping,Plastic covering on piping mayor may not be removed on both sides of floor or wall assembly, GASTITE,DIV OF TITEFLEX 3. Nom 1 in:(25 mm)diam(or smaller)steel flexible metal gas piping.Plastic covering on piping may or may not be removed on both sides of floor or wall assembly. WARD MFG INC .3. Fill,Void or.Cavity Material*-Caulk or Sealant-Min 5/8 in.(16 mm)thickness of caulk applied within annulus,flush with both surfaces of wall.Min 1/4 in.(6 mm)'diam bead of caulk applied to gypsum board/penetrant interface at point contact location on both sides of wall. CD 3M COMPANY-IC 15WB+;CP 25W13+caulk or FB-3000 WT sealant *Bearing the UL Classification Mark This material was,extracted and drawn by 3M Fire Protection Products from the 2008 edition•of the UL Fire Resistance Directory. s@. - 3M Fire Protection Products Pro dud Support Une:1-800-328-1687 22' Www.3m.com/firestop W+1296 0 1 Of Ichoose option 4 for fAX ON DEMAND ENGINEERING JUDGMENT FOR: 10/31/2017 Fire Protection Products Bryan Moreau / True North Marketing Granby, CT 06035 Project: Social Security Office Contractor: Stateside Construction Group Fire Stopping Category: Pen Seals/Combo Hourly Rating RequestedlType: 2 Hour/F Only Assembly Penetrated: Gypsum Shaft Wall Assembly Opening Size: Round: Max. Diameter: 4.5 inch Space Between Penetrants: Min : 1/4 inch Annular Space: Min :0 inch Max :2 inch Penetrating Items 1. Metal Clad Cable(s) 2. Max. 2 in. Steel or Iron Pipe Special Conditions: Field conditions in accordance with W-L-3321 with deviation of some locations also having a steel or cast iron pipe penetrating. Multiple MC cables and/or metallic pipes penetrating the same max.4-1/2 in. diameter opening. Application Details: To firestop this application, install in accordance with UL System W-L-3321 with the following modifications/clarifications: 1. Install a minimum 1 in. depth of sealant within the annular space between the penetrant and the periphery • of the opening in the 1 in.thick gypsum coreboard,tooled flush with the accessible gypsum surface. 2. Install sealant for the full depth of the gypsum wallboard(s)within the annular space between the penetrant and the periphery of the opening in the finishing gypsum wallboard(s),tooled flush with the accessible gypsum surface. NOTE: Wall must be deemed a 2 hour assembly as determined by an independent third party testing and listing agency(such as UL, OPUlntertek, FM Approvals, etc.)or by the local Authority Having Jurisdiction. 3M Fire Barrier Material: CP 25WB+ Sealant, FB 3000WT Sealant Based On:W-L-3321,W-L-1413,W-L-1414 This Engineering Judgment(EJ)is based upon the sole and exclusive use of 3M brand Fire Protection Products as described within. Modification of any of the parameters of this EJ, including,without limitation,the use of non-3M brand Fire Protection Products, shall render this EJ null and void. The firestop design is expected to achieve the hourly rating indicated above.This engineering judgment is based on performance results obtained in testing with independent laboratories and/or internal 3M fire tests,which have been tested in accordance to ASTM E 814(UL 1479). Engineering Judgment Prepared By: Reviewed By: Kevin Renneke 587002 Technical Service Representative cc:Ryan Fenstermaker Email:rfenstermaker®mmm.com Email:msodano®generalinsulation.com • 3M Industrial Adhesive and Tapes Fire Protection Products 3M Center, Building 230-B-S-37-03 St. Paul, MN 55144-1000 Page 1 of 1 3M ENGINEERING JUDGEMENT NO. 587002 MODIFIED SYSTEM NO. W-L=3321 = REQUESTED F RATING = 2 HR 1 3 - 2 3 ACCESSIBLE SIQE . 1. GYPSUM SHAFT WALL ASSEMBLY. 2. PENETRATING ITEM PER APPROPRIATE VERSION OF CORRESPONDING EJ. 3. FIRESTOP SEALANT AS:OUTLINED IN. APPROPRIATE:VERSION OF.CORRESPONDING EJ. CONFIGURATION OR ORIENTATION OF PENETRANT(SyOPENING(S): MAY.NOT MATCH-SITE,CONDITION(S). CONSULT CURRENT INDEPENDENT TESTING LABORATORIES'(UUINTERTEK).FOR SYSTEMS OR.DESIGN DETAILS .PROJECT: SIGNATURE: SOCIAL SECURITY OFFICE ,�irrue ,satP�i REV DATE: DESCRIPTION DRWN BY: DWG LOCATION. DATE NOT FOR USE AS 0 1Or31=17 ORIGINAL ISSUE BLF CONSTRUCTION 5 87oo2.DwG 10 3.1 .17 DOCUMENT ALL srATEMeNrS;TECHNICAL.INFORMATIONAND RECOMMENDATIONS CONTAINED HEREIN ARE BASED ON TESTS _ WE.BELIEVE TO BE RELIABLE,HOWEVER;SINCE THE CONDITIONS .. .. .. - . . . . . . - .. . - . . . OF USE AND APPLICATION ARE BEYOND OUR CONTROL,3M '.DRAWING NOT SHALL NOT BE,LIABLE FOR ANY DAMAGE,.DIRECTOR 3M: Fire Protection Products TO SCALE. ORDESI N.3M'S;RESULTINGFROMTHEUSETOTHISMATERIAL OR DESIGN.-3M'S ONLY-WARRANTY SHALL BE.TO REPLACE ANY OF OUR PRODUCTS PROVED TO BE DEFECTIVE. - - - System No.W-L-3321 October 01,2008 - C F Ratings-l and.2 Hr(See Item 1) 0 T Rating' O Hr p U 1.A rn A 3 2 -C 2 1 B • 1 C. - A SECTION A=A ' 1. Wall Assembly-The 1 or 2 hr fire-rated gypsum board/stud shaft wall assembly shall be•constructed of the materials and in the manner specified in the individual U400 orV400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall:incorporate the = following construction features: A. Steel Studs-"C-H"or"C-T"shaped studs,min 2-1/2 in.(6.4 min)wide by 1-1/2'in:(38 min)deep;fabricated from min No.25 gauge', . (0.6 min thick)galv steel,spaced max 24 in.(610 min)OC. ' B. Gypsum Board*-1 in.(25 min)thick 24 in.:(610 min)wide gypsum liner,panels installed vertically.Max diam of circular cutout in - .. gypsum liner panel is 4-1/2 in (114 him). -1/2 in.or 5/8 in:(13 or 16 min.thick;48 in l2 m)wide gypsum boards.The gypsum board type, pe,thickness,numberC. Gypsum Board* ' N of layers,fastener type and sheet orientation shall be as specified in the:individual Wall and Partition Design.Max diam of circular cutout in gypsum board is 4-1/2 in.(11.4 min). :- O The hourly F Rating of the firestop system is equal to the hourly fire.rating of the wall.assembly in which it is instaped.. O. C-) L Cables-Max 4 in.diam tight bundle of cables installed eccentrically.oi concentrically in opening.The annular'space between the bundled. cables and the periphery of the opening to be min 0 in.(point contact)to max 1/2 in(13 mm).Cables may or may not be routed through flexible steel conduit with or without vinyl coating.Cables to be rigidly supported.on both sides.of wall assembly:Any combination of the following types and sizes of cables may be used: A. Max 150 pair No..24 AWG(or smaller)copper conductor.with polyvinyl chloride(PVC).insulation and jacket. B. Max 1/C 350 kcmil(or smaller)copper conductor cable with cross-linked polyethylene(XLPE)jacket: C. Max 3/C No.4/0 AWG(or smaller)aluminum or copper.conductor SER cable with XLPE or PVC insulation and jacket:. D. Max VC No.12 AWG(or smaller)copper conductor cable with-PVC insulationand jacket... E. Max No.18 AWG RG 6//U coaxial cable with PVC insulation.and jacket: E Max 3/C with ground No.12 AWG(or smallei•).NM cable with PVC insulation and jacket: E G. Through Penetrating Product*-Max 3/C No 2 AWG(or smaller).aluminum or steel clad Armored Cable*'or aluminum or steel clad Metal Clad Cable*with copper conductors.' ALFLEX CORP 3. Fill,Void or Cavity.Materials*-=Caulk or Sealant=Caulk or sealant applied within annulus at a thickness equal to the total thickness of the gypsum board on both sides of the wally Fill material forced into grouped cable interstices to max extent possible.At the point contact location,a min:114.in.(6 min)diam bead of fill material shalt be applied at the cable bundle/sleeve interface 3M COMPANY=CP 25WB+caulk orFB-3000.WT sealant .. *Bearing the UL Classification Mark Reprinted from the Online Certifications Directory with permission from.Underwriters Laboratories Inc: Copyright©2010 Underwriters Laboratories Inc:® C@ua 3M Fire Protection Products Product Support line www.3m.com/firestop W+3021 . 1 of 1 1-800-328-1687 ENGINEERING JUDGMENT.FOR: 10/31/2017 Fire Protection Products Bryan Moreau True North Marketing Granby CT 06035 Project: Social Security Office Contractor:Stateside Consteuction,Group � 4 i R. Fire Stopping Category: Joints/Head of Wall Hourly Ratin Re uested/J` `:e:1 and;2,Hour/F:-Onl Joint Type: Head Of Wall 'Maximum.JointWidth; 3/4'Incli ` Floor Assembly: Floor/Ceiling Assembly Wall.Assembly: Concrete Wall :a l ^ Type of:Movement:*Static i Special Conditions: Max. 3/4 in. jbint.between a 1 or 2 hour ratecl,'&sum wallboard assembly.and a 2 hour.rated concrete floor over:fluted steel.deck. Flutes run parallel to the wail�Max..3=1/4'in x`.1 5/8 in',steel strut penetrates through the head of wall assembly;with max. 7/8 in. annular space � 1 Application Details: To:firestop this application;install in a'6 ordance'with UL'System*HW-S-0030 with the following modifications/clarifications: 1. Install a minimum 5l8 in; depth of CP 25WB+Sealant wrthm the,joint space on both sides of the assembly, . . tooled flush with both wall surfaces. 2. Install a minimum 5/8 in: depth.of sealant within the annular`space.around the steel strut,tooled flush with both wall surfaces:Sealant must fully.fill any�c1�an.nels�within the strut i 3. *The movement capabilities in this scenario are�reduce.to static movement and.the T rating is diminished: X .� .. NOTE: Wall must be deemed a:1 or 2`hour.assembly as determined by an independent third party testing and listing agency(such as UL ;bPL%tntertek�� Approvals etc':) or by the local Authority Having Jurisdiction 3M Fire Barrier Material:CP 25WB+Sealant Based On HW-.S--0030, HW-D=0517",HWb=0111�W L-7243 This Engineering Jud g g gment(EJ)is based'upon the sole and exclusive use of 3M brand.Fire:Protection Products as described within. Mod'ific`ation of any of the:parameters of this EJ, including,Without limitation, the use of non=3M brand Fire Protection Products,shall rende'r'this EJ null:and void. This fire-resistive joint design is expected to.achieve the hourly rating indicated aboue`This engineering judgment is based.on performance results obtained in testing with 'independent laboratories and,/or internal'3M'fire tests,which have,been, in accordance to ASTM E 1966.(UL 2019),. Engineering Judgment`Prepare d:By: ' Reviewed By: P \, . Kevin Renneke Technical Service Representative 586941 f� cc: Ryari Fenstermaker Email:rfensfermaker@mmm:COm Email: msodano@general.insulation.com ' 3M Industrial Adhesive and Ta P es Fire Protection Products 3M Center, Building 230-B-S737-03 St. Paul, MN 55144-1000 Rage 1 of 1 System No.HW;S-0030 v" September 08,2004 Assembly Rating—I&2 Hr(See Item 2) C Joint Width=3/4 In.Max C O 1 3 3 D A }_ C ..a a ° '°,e• O 44 --. - ' .II II I Il ZC S ECTION A A 3 2B 2C 2A . . . . 0 1. Floor Assembly—The fire-rated fluted steel deck/concrete floor assembly shall be constructed of the materials and in the manner described in the individual Floor-Ceiling Design in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Form Units*—Max 3 in.deep galy steel fluted units. B.. Concrete—Min 2-1/2 in.thick reinforced concrete,as measured from the top plane of the floor units; 2: Wall Assembly—The 1 or 2 hr fire-rated gypsum wallboard/steel stud wall assembly shall be constructed of the materials and in the manner described in the individual U400 Series Wall or Partition Designs in the UL Fire Resistance Directory and shall include the following construction features: A. Steel Floor and Ceiling Runners—Floor-and ceiling runners.of wall assembly shall consist of galv steel channels sized to accommodate steel studs(Item 213).!Ceiling* eiling runner to be secured to valleys of steel floor.units(Item A)with:steel fasteners or by welds spaced max 24 in,OC. B. Studs—Steel studs to be min 3-1/2 in.wide.Studs cut 1/2 to 3/4 in:less inlength than.assembly height with bottom nesting in and restin on floor runner and with to nesting in ceilin •g p g g runner with or without attachment:Stud spacing not " exceed 24 in.OC. C. Gypsum Board*-Wallboard sheets installed to a min total thickness.of 5/8 in,and 1-1/4 in.on each side of wall for 1 and 2 hr rated assemblies,respectively,Wall:to be constructed as specified in the individual Wall and Partition Design in the UL.Fire Resistance Directory,except that wallboard is cut to the contour of the steel floor units with a max 3/4 in.gap between the top of the wallboard and the bottom of the floor The hourly fire rating of thejoint system is dependent on the hourly fire rating of the wall... 3. Fill,Void or Cavity Material*.—Caulk or Sealant—Min 5/8 in.and 1-114 in.thickness of fill material for 1 and 2 hr rated assemblies, respectively,installed on each side of the wall between the top of the wallboard and all surfaces of the steel floor units,flush with each surface of the wall 3M COMPANY=CP 25WB+.caulk or FB-3000 WT sealant *Bearing the UL Classification Marking i This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. c us' 3M Fire Protection Products ProductSupoortUne:1--so0-328-tbs7 ' W W W.3m.com/fifeSfO(! HW-S-0030 1 OIt I Choose option 4 for FAX ON DEMAND 1197 ENGINEERING JUDGMENT FOR: M3M 10/26/2017 Fire Protection Products Bryan Moreau / True North Marketing Granby, CT 06035 Project: Social Security Office Contractor: Stateside Construction Group Fire Stopping Category: Pen Seals Hourly Rating Requested/Type: 2 Hour/F Only Assembly Penetrated: Gypsum Shaft Wall Assembly Opening Size: Max. 8 inch, Sized to Accommodate Penetrant and Annular Space Penetrating Item: In Accordance with the Appropriate Annular Space: In Accordance with the Appropriate System System Referenced Below Referenced Below Space Between Penetrants: In Accordance with the Appropriate System Referenced Below Special Conditions: Scenario 1: Field conditions similar to W-L-1413 with deviation of sealant installed on the finished side of the assembly only. Scenario 2: Field conditions similar to W-L- 1414 with deviation of sealant installed on the finished side of the assembly only. Some scenarios with a max. 2 in.flexible metallic gas line or a max. 1 in. MC cable in lieu of conduit. Scenario 3: Field conditions similar to W-L-5264 with deviation of 3/4 in.thick AB/PVC insulation and sealant installed on the finished side of the assembly only. Max. 2 in, metallic pipe with max. 3/4 in.thick AB/PVC insulation. NScenario 4: Field conditions similar to W-L-3347 with deviation of a gypsum shaft wall and access available to the finished side of the assembly only. Application Details:To firestop this application: 1. Existing sealant to be removed from the opening. 2. Install a minimum 22 gauge steel cylindrical sleeve within the opening. Length of sleeve to be sized such that the sleeve is positioned flush with,or extending maximum 1 in. beyond, both wall surfaces. Insert sleeve into the opening and allow to unfurl such that a minimum 2 in. lap exists along the longitudinal seam. 3. From the accessible side of the assembly, install a 1 in. depth of minimum 4 pcf mineral wool batt insulation within the sleeve. Mineral wool is to be tightly packed and positioned flush with the inaccessible end of the sleeve. 4. From the accessible side of the assembly, install a minimum 5/8 in.depth of fill material against the installed mineral wool.Allow to skin over. 5. Install minimum 4 pcf mineral wool batt insulation within the remaining depth of the sleeve. Mineral wool is to be compressed 50 percent and recessed from the accessible end of the sleeve to accommodate the required depth of fill material. 6. Install a minimum 5/8 in. depth of fill material within the sleeve,tooled flush with the end of the sleeve. 7. Install a minimum 1/2 in. bead of sealant around the perimeter of the sleeve at the sleeve/gypsum interface on the accessible side of the assembly. 3M Fire Barrier Material: CP 25WB+Sealant, FB 3000WT Silicone Sealant Based On:W-L-1413,W-L-1414,W-L-5264,W-L-1310,W-L-1453 This Engineering Judgment(EJ)is based upon the sole and exclusive use of 3M brand Fire Protection Products as described within. Modification of any of the parameters of this EJ, including,without limitation,the use of non-3M brand Fire Protection Products, shall render this EJ null and void.The firestop design is expected to achieve the hourly rating indicated above.This engineering judgment is based on performance results obtained in testing with independent 3M Industrial Adhesive and Tapes Fire Protection Products 3M Center, Building 230-B-S-37-03 St. Paul, MN 55144-1000 Page 1 of 2 laboratories and/or internal 3M fire tests;which have been:aested in accordance,to ASTM E 814(UL 1479). Engineering Judgment Prepared By: Reviewed By: Kevin Renneke 586938 Technical Service Representative. Rev. 1: KMR 10-30-17 Modified firestop cc: Ryan.Fenstermaker Email:rfenstermaker@mmm.com Email msod anogeneralinsalation.com f N 40 3M Industrial Adhesive and Tapes Fire Protection Products. 3M Center, Building 230=B7S737-03 St. Paul, MN 551444000 Page 2 of 2 3M ENGINEERING JUDGEMENT NO -586938. MODIFIED SYSTEM NO. W-L-5264 (SCENARIO.DEPICTED) REQUESTED F RATING - 2 HR 1 _ 4 5 . 2 3 . 5 AC CESSIBLE SIDE i 1. GYPSUM.SHAFT WALL ASSEMBLY. 2: PENETRATING ITEM PER APPROPRIATE VERSION OF CORRESPONDING EJ. 3. SLEEVE: 4 4::PCF MINERAL WOOL.. 5. FIRESTOP SEALANT AS OUTLINED IN APPROPRIATE.VERSION OF.CORRESPONDING.EJ. i CONFIGURATION OR ORIENTATION OF PENETRANT(S)/O PEN ING(S) MAY NOT MATCH SITE.CONDITION($). CONSULT CURRENT INDEPENDENT TESTING LABORATORIES(UUINTERTEK).FOR SYSTEMS OR DESIGN DETAILS -PROJECT: SIGNATURE: SOCIAL SECURITY OFFICE ' REV: DATE: .DESCRIPTION DRWN BY: .N S DWG LOCATION. DATE 10r31L17- ORIGINAL ISSUE BLF OT FOR USE A CONSTRUCTION 586938.DWG 10-31-17 DOCUMENT. - ALL STATEMENTS;TECHNICAL INFORMATION AND - .. _ RECOMMENDATIONS CONTAINED HEREIN ARE BASED.ON TESTS WE BELIEVE TO BE RELIABLE,HOWEVER,SINCE THE CONDITIONS -OF USE AND APPLICATION ARE BEYOND OUR CONTROL',3M_ - Fire '}'.�. . P '}'.� '}'.� l' ..DfV1WING NQT 'SHALLNOTBELIABLEFORANY.DAMAGE..DIRECTOR` ' F�l-V Pl O�VC��011 Pl.O�LiC�S TO SCALE. 0RDCONSEIGN.T3AL;RESUWARRANTYSLTING MOM HEUSEOOREPF THIS ACEANLL 3M OR DESIGN.3M'S ONLY WARRANTY SHALL BE TO REPLACE ANY 'OF OUR PRODUCTS PROVED TO BE DEFECTIVE. - - System No..W L-1413 T February 07,2007. - p F Ratings=1 and 2 Hr(See Item 1) T Rating-0 Hr'. : . 7 1A . o q CD 3 . A SECTION A•A 1. WallAssembly-The 1 or 2 hr fire-rated gypsum board/stud shaft wall assembly shall be:constructed of the materials and in the manner specified in the individual U400 or V400 Series Wall and Partition Designs in the UL Fire Resistance Directory and shall incorporate the following construction features: A. Steel Studs—"C-H"or C- :shaped studs,min 2-1/2 in.(64 mm)wide by 1-1/2 in.(38 mm)deep,fabricated from min No.25 gauge C) '(0.6 mm thick)galv steel,spaced max,24 in.(610.mm)OC: B. Gypsum Board*—1.in.(25 mm)thick,24 in;.(610 mm)wide gypsum liner panels installed vertically.Max diam of circular cutout in gypsum liner panel is 10 in.(254 min). Cn CD C., Gypsum Board*-112 in.or 5/8 in.(13.or 16 nun)thick,48 in.(1:2.m)wide.gypsum boards.The gypsum board type,thickness, number of layers,fastener type and sheet orientation shall be as specified in the individual Wall and Partition Design.Max:diam of CD <n_. circular cutout in gypsum board.is 10 in,(254 mm). The hourly F Rating of the:f restop system is equal to.the hourly:fire rating of the wall assembly in which it is installed. . 2. Through Penetrant-One metallic pipe,conduit or tubing installed either concentrically or eccentrically within the firestop system.The annular space m between pipe,conduit or tubing and periphery of opening shall be min of 0 in.(0 m;point contact)to mak 2 in.(51 mm). Pipe,conduit or tubing to be rigidly supported on both sides of wall assembly.The following types and sizes-of metallic pipes,conduits or. tubing may be used: • A. Steel Pipe-.Nom 8 in.(203 rnm).diam(or smaller).Schedule 10(or heavier)steel pipe. B.. :Iron Pipe=.Nora m 8 in.(203 m).diam(or smaller.)service weight(or heavier)cast iron soil pipe,nom 8 in.(203 mm):diam (or smaller)or Class 50(or heavier)ductile iron pressure pipe C. Conduit-Nom 6 in.(152 nun)dram(or smaller)steel conduit or nom 4 in(102 mm)diam(or smaller)steel electrical metallic tubing. D. Copper Tubing—Nom 6 in.(152 mm)diam(or smaller)Type L(or heavier).copper tubing. E. Copper Pipe-Nom 6 in.(152 mrit)diam(or smaller)Regular(or heavier)copper pipe: C 3 3. Fill,Void or Cavity Materials*-Caulk or Sealant-Min 1 in.(25 mm)thickness of fill material applied within the gypsum board liner . panel flush with the faces.of the liner panel.Min 5/8 in.(16 min)thickness off il material applied within the gypsum board.annulus,flush with the finished side of the wall.Min 1/2 in.(13 mm)diam bead of caulk applied to the penetrant/gypsum board interface at the point contact location on the finished side.of the wall. 3M COMPANY-CP25 WB+Caulk or FB-3000 WT Sealant *Bearing the UL Classification Mark This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition of the UL Fire Resistance Directory. c. us 3M`Fire Protection Products Prududsupporta;*1-soo-32s-1687 130 Www.3m.com/firestop W+1413 1 OIt 1 Choose option 4 for FAX ON DEMAND System No.W L-1414 February 07,2007 C N F Ratings-1 and,2 Hr(See Item 1) 0 T Rating-O Hr p N rA C N • s A - 3 y . 2 a 1B 1C v SEC-rION.A-A: } 1- WallAssembly-The 1 or fir fire-rated gypsum board/stud shaft wall assembly shall be constructed-ofthe materials and in the manner ' specified in the individual.U400'or V400 Series Wall and Partition Designs in:the_UL;Fire Resistance Directory.and shall incorporate the following construction features: A. Steel Studs-"C-H"or"C-T"shaped studs;min 2-1/2 in.(64 mm)wide by 1-1/2 in.(38 mm)deep,fabricated from min No.25 gauge (0.6 mm thick)galy steel,spaced max 24 in.(610 mm).00: B. Gypsum Board*-1 in.(25 min)thick 24 in.'(610 mm)wide gypsum liner panels installed vertically.Maxdiam of circular cutout in a gypsum liner panel is 4-1/2 in.(114 min): 4) C. Gypsum Board*=1/2 in.or 5/8 in.(13 or 16 min)thick,48 in.(1.2 in)wide gypsum boards.The gypsum board type,thickness, .Q number of layers,fastener type and sheet orientation shall be as specified inthe individual Wall and Partition Design.Max diam of to circular cutout in.gypsum board is 4-1/2 in.(114 min). p0. . . The hourly F Rating of the firestop.system is equal to.the hourly fire rating of the wall assembly in which it N installed. 2. Through Penetrants-One or more metallic pipes;conduits or tubes or flexible metal pipes installed concentrically or eccentrically within opening.Annular space between penetrants and periphery of opening to.be min 1/4 in.(6 mm)to max 1 in.(25 mm).Space between penetrants shall be min 1/4 in.(6 min)to max.l in.(25 mm).Penetrants to be rigidly supported on both sides of wall.The following types and sizes of penetrants.may be used: A. Steel Pipe=Nom 3 in.(76 mm)diam(or smaller)Schedule 5(or heavier)steel pipe. . B. Iron Pipe-Nom 3.in. 76 min diam or smaller cast or ductile iron i P ( ). ( ) pipe.. C. Conduit-Nom 3 in.(76,min)diam(or smaller)steel conduit or steel electrical metallic tubing: D. Copper Tubing—.Nom 2 in:(51 min)diam(or smaller)Type L(or heavier)copper tubing: r.E. Copper Pipe-Nom 2 in.(5.1 min)diam(or smaller)Regular(or heavier)copper pipe. F. Through Penetrating Product*-.Flexible Metal.Piping-Nom 1 in:(25 mm)diam(or smaller)steel flexible metal gas piping: E Plastic covering on piping mayor may not be removed on both sides of floor orwall assembly. OMEGA FLEX INC N GASTITE,DIV OF TITEFLEX WARD MFG INC .. 3. Fill,Void or Cavity Materials*-Caulk or Sealant-Min 1 in.(25 mm)thickness of fill material applied within the gypsum board liner panel flush with the faces of the liner.panel.Min 5/8 in.(16 nun)thickness of fill material applied within the gypsum board annulus,flush with the finished side ofthe wall. 3M COMPANY-CP 25WB+Caulk or FB-3000 WT.Sealant- *Bearing the UL Classification Mark This material was extracted and drawn by 3M Fire Protection Products from the 2007 edition af.the UL Fire Resistance Directory. F@us 3M Fire Protection Products Product support Une:f-800-328-1 687 1 t1 www boom/firestop- W+1414 9 I of 1 Choose option 4 for FAX ON DEMAND- 13 I System No.W L-1453 s March 27,2009 p F Ratings—1 and 2 Hr(See Item 1) T Rating-0Hr . s CD Now NO 01 1A , 2 o 2 4B -a SECTION A-A 1. Wall Assembly.'—.The_Lor 2 hr fire-rated gypsum board/stud shaft wall assembly shall be constructed of the materials and in the manner specified in the individual U400 and V400.Series Wall and Partition Designs in the UL Fire Resistance Directory and shall incorporate the. following construction features: A. Steel Studs-"C-H","GT"or"I"shaped studs,min 2-1/2,in.(64 mm)wide by 1-1/2 in.(38 mm)deep,fabricated'from min No.25 gauge galv steel,spaced max 24:in.(610 mm)OC. O B. Gypsum Board*-1.im(25 mm)thick,24 in.(610 trim)wide gypsum liner panels installed vertically.Circular cutout in gypsum liner O panel to be nun 1 in.(25 mm)to Max 24/2 in.(64 mm)larger than outside diam of through penetrant(Item 3).Max diam of circular Cl) cutout in gypsum liner panel is.l l in.(279 min). CD' C. Gypsum Board*-1/2 in,(13.mm)or 5/8 in..('16 mm)thick,48 in.(1220 no)wide gypsum boards The.gypsum board type,thickness,. number of layers,fastener type andsheet orientation shallbe as specified in the individual Wall and Partition Design.Circular cutout in y gypsum board to align with and be equal in diam to the circular cutout in liner panel(Item 18). The hourly F Rating of the firestop system is equal to the-hourly fire rating of the wall assembly in which it is installed. 2. Metallic Sleeve—Cylindrical sleeve fabricated from min No.30 gauge galy sheet steel and having a min 2 in:(51 mm)lap along the longitudinal seam.Length of the sleeve to be equal to the thickness of the wall.Sleeve installed by coiling the sheet.steel to a diam smaller' than the through opening,inserting the coil through the opening and releasing the coil to let it uncoil against the.circular cutouts in the gypsum board layers.The ends of the steel sleeve"shall be flush with each surface of the wall. 3. Through Penetrant=One metallic pipe,tube or.conduit installed concentrically or eccentrically.within the firestop system.The annular . space between the pipe;tube or conduit and the periphery of the sleeved.opening to be min 0 in.(0 nun;point contact)to Max-2-3/8 in.(60 mm).Pipe,tube or conduit to be rigidly supported on both sides of wall assembly.One of the following types and sizes of pipe,tube or conduit maybe used: A. Steel Pipe—Nom 8 in(203 mm)diam(or smaller)Schedule 5(or heavier)steel pipe. B. Iron Pipe—Nom 8 in:(203.mm)diam(or smaller)cast or ductile iron pipe. CA C C. Conduit—Nom 4-in.(102 mm)diam(or smaller)rigid steel conduit,steel electrical metallic tubing(EMT)or flexible steel conduit. 3 D. Copper Pipe or Tube—Nom 4 in.(102 mm)diam(or smaller)Regular(or heavier)copper pipe or Type M:(or heavier)copper tube. 4. Firestop System-The firestop system consist of the following items:" A. Packing Material—Min 4 pcf(64 kg/m')mineral Wool batt insulation firmly packed into sleeved opening as a permanent form:Packing material to extend throughout thickness of wall except for a 5/8 in.(16 mm)deep recess on the finished side of wall to accommodate the fill material. B. Fill Void or Cavity Materials*=Sealant—Min 5/8 in.(16 mm)thickness:of fill material applied within sleeve,flush with finished surface of wall.At the:point contact location,a min 3/8 in.(10 mm)diam bead of fill material shall be applied at the penetrant/sleeve interface. .3M'COMPANY 3M F1RE PROTECTION PRODUCTS—FB-3000 WT or FB-1000 NS Sealant *Bearing the UL Classification Mark This material was extracted and drawn by 3M Fire Protection Products from the 2009 edition of the Ul Fire Resistance Directory: c. YL us 3M Fire Protection Products Product support line www.3m.com/firestop W+1453'el,of 1 1-800-328-1687 System No.W L-5264 February 07,2007 C • F Ratings:=1 and 2 Hr(See Item 1) 0 T Ratings=1/2 and 1-1/4 Hr(See Item 3) p �A Vt 1A _ s- 4 4 m 3 - d V ' SECTION A A C L. Wall Assembly The 1 or 2 hr fire-rated gypsum board/stud shaft wall assembly shall.be constructed of the materials and in the manner specified in the individual U400 or V400 Series Walland Partition Designs in the:UL Fire Resistance Directory and shall incorporate the following construction features: • A. Steel Studs °C H or"C-T"shaped studs,min 2-1/2 in.(64 mm)wide by 1 1/2 in (38 min)deep,fabricated ffom min No.25 gauge (0.6 min thick)gaiv steel,spaced max 24 in.,(610 min)OC. B. Gypsum Board* 1 in.(25 mm)thick 24 in.(610 min)wide_gypsum.liner panels installed vertically.Dian!ofcircular cutout in gypsum liner panel to be min 1 in.(25 min)larger than OD of pipe covering(Item 3) Max diam of circular cutout is 13 in.(330 min). N.. N C. Gypsum Board*—1/2;in:or 5/8'ia,(13 or 16 min)thick,48 in:(1.2 m)we gysum boards.The gypsum board type'thickness— , : O number of layers,fastener type and sheet orientation shall be as specified in the individual.Wall and Partition Design.Diam of circular O_ cutout in gypsum board to be min 1 in.(25.min)larger than OD.of pipe covering(Item 3).Max diam of circular cutout is O . 13 in.(330 min). . LO The hourly F Rating of the1irestop system is equal to the hourly fire rating of the wall assembly in which it is installed, 2. Through Penetrant-One metallic pipe or tubing installed,either concentrically or eccentrically within the firestop system.Pipe or tubing to be rigidly supported on both.sides of wall assembly.The following types and,sizes of metallic pipes or tubing may be used: . A. Steel Pipe-Nom 8 in.(203 mm)diam(or smaller)Schedule 10(or heavier)steel pipe: ' B. Iron Pipe—Nom 8 in:(203 mm)diam(or smaller)service weight(or heavier)cast-iron soil pipe,nom 8 in.(203 min)diam (or smaller)or Class 50(or heavier)ductile iron pressure pipe: C. Copper Tubing=Nom 6 in.(152 min)diam(or smaller)Type L(or heavier)copper tubing 1). Copper Pipe—Nom 6 in.(152 min)diam.(or smaller)Regular(or heavier)copper pipe 3. Pipe.Covering*=Nom fin.(25 inn)or 1 1/2 in.(38 min)thick hollow cylindrical heavy.density(min 3.5 pcf or 56 kg/m'),glass fiber units . E jacketed on the outside with an all service jacket.Longitudinal joints sealed with metal fasteners or factory-applied SSL tape.Transverse D joints secured with metal fasteners or with butt tape supplied with the product.Annular space between pipe covering and periphery of opening to be min 1/4 in.(6 min)to:max 1 in.(25 nun). - See Pipe and Equipment Covering=Materials(BRGU)category in the Building Materials Directory for names of manufacturers.Any pipe covering material meeting the above specifications and bearing the UL Classification Marking with a Flame Spread Index of 25.or less . and a Smoke Developed Index of 50 or.less may be used.; The hourly T Rating is 1/2 Hr for 1 Hr rated assemblies and 1-1/4 Hr for 2 Hr rated assemblies.. 4. Fill,Void or.Cavity Materials*-Caulk or Sealant=Caulk or,sealant applied within annulus at a thickness equal to the total thickness of , the gypsum board on both sides of the wall. 3M COMPANY-CP25 WB+Caulk or FB-3000 WT Sealant *Bearing the UL Classification Mark • This material.was extracted and drawn by 31A Fire Protection Products from the 2007 edition of ihe.UL Fire Resistance Directory. 3M Fire Protection Products Product Support Une:1400-328-16s7 www.3m.com/firestoP' _ _ W+5264 9 1 Of I Choose optionF4 for FAX ON DEWND 527 System No.W-L-3347 to September 30,2013 F Ratings 7.1 and.2 Hr(See Item 1) • T Rating-0 Hr i " 1B A a 2 4 . 3: 5) 2 3 3 0 d I .�..•^,: .. ,'.;�' rye - s, '.t 4B 4. 4B " SECTION A—A lr Wall Assembly,—The 1 or 2 hr fire rated gypsum board/stud wall assembly shall be constructed of.the materials and in the manner specified in the individual U300 or U400 Series Wall and Partition Designs in the:UL Fire.Resistance Directory and shall include the following. construction features:: • A. Studs Wall framing may consist of either wood stud_s or steel channel studs..Wood studs to consist of nom 2 by 4 in.(51 by 102 min) lumber,spaced 16 in.(406 min)OC.Steel studs to be min 2-1/2 in.(64 mm)wide andspaced max 24 in.(610 min)OC.. to B. G sum Board*—5/8 in. 16 min)thick,The sum board type,'thickness,number of layers,fastener a and sheet orientation shall YP (. ) gypsum n'P Y type '�.. • be as specified in the individualU300 or U400 Series Design,in the UL Fire Resistance Directory.Max diam of opening is 6-1/2 in. N (165 min) (n The hourly F Rating of the firestop system is equal.to the hourly fire rating of the,wall assembly in which it is installed. O 2: Steel Sleeve—Nora 6 in.(152mm)diam(or smaller)steel electrical metallic tubing(EMT)or Schedule 5 steel pipe.The.armular space O- between steel sleeve and periphery of opening shall be min 0 in.(point contact)to`max 1/2 in.(13mm)Sleeve may extend up to 18 in.(45.7 M min)beyond each surface of the wall. 3. Cables—Aggregate cross-sectional area of cables in steel sleeve.to be max 56 percent of the aggregate cross-sectional area of the sleeve. - Cables to be rigidly supported on both sides of wall assembly.The annular space between cables and.periphery of sleeve shall be min 0 in.(point contact)to max 1/2 in.(13mm)The annulai space between cables shall be min0 in.-(point contact)to max l in.(25mm).Any: combination of the following types and sizes of cables may be used: A. Max 300 pair No.24 AWG(or smaller)copper conductor with polyvinyl chloride(PVC)insulation and jacket: B..Max 1-10/125 Fiber Optic(F.O.)cable,P,VC,insulation and jacket C. Max 3/C No.2/0 AWG.(or smaller)aluminum or copper conductor cable with XLPE insulation and PVC jacket.' D. Max 7/C No.12 AWG(or smaller)copper conductorcable with PVC insulation and jacket. E E.. Max No,18 AWG RG 6/U coaxial cable with PVC insulation and jacket: F. Max 4 Pair No 22 AWG(or smaller)Cat 6 copper conductor with PVC insulation and jacket :CL G. Max 3/C No.2/0 aluminum or copper SE cable with PVC insulation and jacket. H. Max four aluminum.conductor No._10 AWG(or smaller)aluminum or steel,Armored cable#or Metal-Clad Cable+. AFC CABLE SYSTEMS INC-MC Lite i 4: Firestop System—The firestop system shall consist of the following: A. Packing Material-Min 2 in:(51 min)thickness of min 4 pcf(64 kg/m')mineral wool batt insulation firmly packed into each end of sleeve as a permanent form.Packing material to be recessed from each end of sleeve to accommodate the required thickness of fill material: B. Fill;Void or Cavity Material*--Sealant or Putty—Sealant or.Putty Min 5/8 in.(16 mm)thickness of fill material applied within: the annulus,flush.with both sides of wall.At point contact,a min 1/2 in.(13mm)bead of fill material shall be applied at sleeve/wall interface on both sides of wall when sleeve extends beyond surface of wall.Min 1/2 in.(13 nun)thickness of fill material applied within the sleeve,flush with both ends.Min 1/2 in.03 min)thickness of fill material applied within the sleeve,flush with iboth.ends.Min 1/2::in. (13"mm)thickness of fill material applied within the interstices of the cable bundles. 3M COMPANY 3M FIRE PROTECTION PRODUCTS—IC.15 WB+ CP 25 WB+or 1713-3000 WT 3M Fire Protection Products www.W.com/firestop 1-800-328-1687 Through Penetrations Applicators and Specifiers Guide W-L-3347 . 1 of 2 System No W=L-3347 continued . 0 C. Fill,Void or Cavity Material*—(Not Shown)-As an alternate to Item.4B above;min 5/8 in(16 mm)thickness of fill material applied within the annulus,flush with both sides of the wall.At point contact,a min.1/2 in.(13 mm)bead of fill material at sleeve/wall interface C.Q. p on both sides of both sides of wall"when sleeve extends beyond surface of the wall.Min.2-1/2 in.-(63 mm).thickness of f ll material: applied within the sleeve,flush with.both ends:Foam to be injected into the interstices between all cables.When this fill material is used, item 4A.is not required. 3M COMPANY—Fire Barrier rated Foam,FIP 1=Step ,(p.F *Bearing the UL Classification Mark. +Bearing the UL Listing Mark ' 0 Reprinted from the Onlme.Ceri fications.Directory with permission from.UL ©2013 UL LLC" c �L ua n Cr •. � ICI co O O C/). . (D (D i (A. 3: - .31VI.Fire Protection Products Through Penetrations Applicators and Specifiers Guide www.3M.com/fi�estop 1 800-328-1687 W-L-3347 2 of I !L - 3MTM fire Barrier Sealant CP 25WB+ RREBARRIER SMOKE SEAL Product Data Sheet Poe PmleNon M�utreme�i6 1. Product Description SOUND BARRIER 3MW'Fire Barrier Sealant CP 25WB+is a high-performance ready-to-use,gun-grade,latex-based;intumescent sealant that dries to form a monolithic firestop seal that also acts as a barrier to airborne sound transmission.3M"Fire Barrier:, Sealant CP 25WB+helps control the spread of fire,smoke and noxious gasses before,during and after exposure to a d fire when installed in accordance with a listed through penetration orfire-resistive joint assembly system: , p p g penetration'spassing gh ��pSSlfjFo 3M'Fire Barrier SealantCP25WB+firesto sblank"o enin sand assin .throw fire rated floor floor/ceiling or wall assemblies and other fire-rated interior building construction.The unique intumescent property of this material allows 3M"Fire Barrier Sealant CFMWB+ao expand and help maintain firestop penetration seal �L for up to 4 hours as penetrants are exposed to fire.3M'Fire Barrier Sealant CP 25WB+exhibits excellent adhesion to a full range of construction substrates and penetrants.No mixing is required. fa1,VOID OR CAWY MATERM . . - - . . - _. FOR usE IN THRouGH4,ENErRAnoN . - . . . . - . .. . . FIRESOPSYS fM$ $EUL FIRE DQ ECrORYProductfeatures Firestop tested up to 4 hours in -:Applied with conventional . k accordance with ASTM E 814 caulking equipment (excellent caulk rate(UL 1479)&CAN/ULC S115- ) ULc •Fire Resistance tested for static Extensive listed systems construction joint systems in •:Sag-resistant LISiED' - r° - accordance with ASTM E 1966 •Halogen-free Rai vaaoR cnvnv . : MATEIMLS a (UL2079) Excellent adhesion ► _ -: si •Re-enterable/repairable Pamtable w� •Meets UL 1479 aging requirements •Water clean up •Helps minimize sound transfer* - FM High-performance firestop sealant that. Meets the intent ofLEEDE'VOC regulations - helps reduce the quantity of indoor air also helps minimize sound transfer contaminants that may be odorous,irritating and harmful to the comfort and well-being APPROVED of the installers and occupants.<250 g/L VOC contents Qess H2O and exempt solvents). suajEcrTo THE coNDmoNs oRaPrRovAL: . a - - . . - ASA WALL&R.00R PENErRAnON . Product Color: ®Red Minimizes noise transfer=STC-Rating of 54 when tested in STC 54-rated wall assembly WHEN iNsrau o6cRIBRn . . . . . . . . IN THE CURRENT EDmON OF THE FNIRC APPROVAL GUIDE-. 2 Applications u57E0 USTED rQA 00 High-performance 3M' Fire Barrier Sealant CP 25WB+:is ideal for sealing single or multiple through penetrations in `v . fire rated construction 3M"Fire Bamer Sealant CP 25 WB+is typically used in mechanical,electrical and plumbing ve �� o FA applications to firestop openings created by the following penetrations in fire-rated floors,floor/ceilings or walls:metallic 0AAToaUS pipe,plastic pipe(excluding CPVC);;conduit,power and communication cable,cable trays,busways,combos,insulated Intenek Intertek pipe and HVAC.duct penetrations 3Mf'Fire Barrier Sealant CP.25WB+is also used to firestop blank openings and static RRESTOPSYSTBAS FIREsrorsvST Ms construction joints. .. . SEE wrsnerc DIRECTORY SEE INTERtH(DIRECTORY 3. Specifications 3M"Fire Barrier Sealant CP 25WB+shall be a one component,ready-to-use;gun-grade; Typically Specified Division latex-based,intumescent firestop sealant capable'of expanding a minimum of three times. Division 7 its dried volume when exposed to temperatures above 1000°F(538°C)..The material " Section 07 84 00-Firestopping shall be thixotropic and shall be applicable to overhead,vertical and horizontal firestops, Related Sections The sealant shall be listed by independent test agencies such as UL,Intertek or FM. Section 07 84 16-Annular Space Protection 3M"Fire Barrier Sealant CP 25 WB+shall be tested to and pass the criteria of ASTM Section 07 84 43-Fire-Resistant Joint Sealants E 814(UL 1479)Standard Test Method'for.Fire Tests of Penetration Firestop Systems, Section_07 86 00-Smoke Seals. ASTM E 1966(UL 2079)Standard Test Method for Fire Resistive Joint Systems and Section 07 87 00=Smoke Containment Barriers Section 07 27 00 Air,Barriers CAN/ULC S 115 Standard Method of Fire Tests of Firestop Systems.3M'"Fire Barrier Section 21110 00 Fire Suppression • . Sealant CP 25WB+meets the requirements of the IBC,IRC,IFC,IPC,IMC;NFPA: Section 27 00.00-Plumbing SOOQ NEC"(NFPA 70)and NFPA 101. Section 26 00 00-Electrical. . . For technical support relating to 3M'"Fire Protection Products and Systems call:1.-800 328-1687 For more information on 3M""Fire Protection Products,visit:www.W.'com/firestop BULLETIN Distribution to the Representative of the: -. ..Owner _ Architect . Consultant Contractor Field RIWD Document.B_ Other PROJECT: Adirondack Club Expansiori BULLETIN: B 02: 800.Chestnut-Street Franklin,MA OWNER: 'Adirondack Club :DATE OF 1.SSUANCE:10/31/1.7 TO.: Brad.Diver` :ARCHITECT:. .. RMD Collaborative :. (conpractod Stateside'Construction Group :. 685 Centre Street;Suite 210' 206 Andover Street. Jamaic6'PIaih,.MA 02130 Andover,MA.01810: ARCHITECT'S PROJECT NO: CONTRACT.FOR:General Construction -..CONTRACT DATE: . Supplemental . The. Work shall be.carried 'out in :accordance With the following supplemenfal Instructions (SI): instructions.issued in accordance'with.the Contract Documents without change:in. Contract Sum or Contract.Time. Prior.to. proceeding in accordance with.these • instructions;,indicate our.acce tonee .of.these instructions.for minor.�chan e to the . Y. p g Work as consistent with'.the Contract Docurnents and return a copy to.the Architect. . . within: Working Days: . . Summa. Structural Clarifications ry: . Description: . See.attached.revised structural,drawings for miscellaneous`clarifications: Attachments:. S001, S100 S101,:S201, 5202 ISSUED: CONFIRMED: . BY By: Architect: RMD Date Contractor: Date I AUTHORIZED: BY Owner's.Agent: . Date : -A' �-r 74e, �c -o 3M . Fire Barrier Water Tight Sealant 3000.WT FIE BARRIER SMOKE SEA`. UP Product Data Sheet 1. Product Description WATER BARRIER souNDBARRIER 3M"Fire Barrier Water Tight Sealant 3000 WT is a high-performance,ready-to-use,single component,neutral cure,non- 1 W . slumping intumescent silicone sealant.Product cures upon exposure to atmospheric humidity to foes a flexible firestop seal that , also acts as a barrier to water leakage and airborne sound transmission.3M"Fire Barrier Water Tight Sealanf3000 WT helps control the spread of fire,smoke and noxious gasses before,during and after exposure to afire when installed in accordance ��ASSJFi�o with a listed through penetration or fire-resistive joint assembly.3M7 Fire Barrier Water Tight Sealant 300.0 WT meets UL Water UL Leakage Test,W Rating-Class 1 requirements for systems tested and listed in accordance with ANSWL 1479 and:is tested in accordance with ASTM G 21 standard practice for determining resistance of synthetic polymeric materials:to fungi. au;wLDORC M M TOW FOR USE IN JOINT SYSTEMS AND 3M"Fire Barrier Water Tight Sealant 3000 WT firestops penetrations passing through fire-rated floor,floor/ceiling or wall THROUGH-PENETRATIONUL AH ST�s�'s assemblies,static construction joints,blank openings and other fire-rated interior building construction.The intumescent ' property of 3M"Fire Barrier Water Tight Sealant 3000.WT allows it to expand and help maintain a firestop penetration seal for up to 4 hours as penetrants are exposed to fire. ULC Available in Light Gray with Black Flecks Intertek IUIM rAVITY SEE INTERIEI(DIRECTORY VOID ORQS Product Features �5, •Firestop,iested up to 4 hours in accordance with Minimizes noise transfer—STC-rating `. FineBarrk_+.1,,f o ASTM E 814(UL 1479)&CAN/ULC S115 of 53 when tested in STC 54-rated �� WARRTIGNr�^ •Fire Resistance tested for static construction wall assembly '" ` joint systems in accordance with ASTM E 1966 Sag-resistant,re-enterable and repairable (UL 2079). . Halogen-free "�'v1O01mA'"'aE' Meets UL Water Leakage Test,W Rating •Excellent adhesion,weatherability Class l requirements and caulk rate ° J • •Meets optional L-Rating Requirements(smoke seal) Meets UL 1479 aging requirements Meets the intent of LEED9 VOC environmental quality requirements—helps reduce the quantity of indoor air contaminants. High-performance silicone sealant provides that maybe odorous,irritating and harmful to the comfort and well-being of the installers and occupants.<250g/L VOC a barrier against fire,water and sound contents(less H2O and exempt solvents). 2. Applications 3M"Fire Barrier Water Tight Sealant 3000 WT is ahigh-performance intumescent firestop ideal for sealing single or multiple through penetrations in fire-rated construction.3M"Fire Barrier Water Tight Sealant 3000 WT is typically used in mechanical,electrical and plumbing applications to firestop:openings created by the following penetrations in fire-rated floors,,floor/ceilings or walls:metallic pipe,non-metallic pipe(e.g.plastic),conduit,power and communication . cable,cable trays,busways,combos,insulated pipe and 14VAC duct penetrations.This product is also used to firestop blank openings and bottom-of-wall static construction joints. Typically Specified MasterFormat(2004). 3. Specifications Section 0784,00-Firestopping 3M-Fire Barrier Water Tight Sealant 3000 WT shall be a high-performance,ready-to- Related.Sections use,single component,neutral cure,non-slumping,intumescent silicone sealant capable Section 07 27.00=Air Barriers of expanding a minimum of six times its cured volume when exposed to temperatures Section 07 8416-Annular Space Protection above 662°F(350°C).The sealant shall be listed by independent test agencies such as Section 07 84 43_Fire-Resistant Joint Sealants UL,Intertek or FM.3M-Fire Barrier Water Tight Sealant 3000 WT shall be tested to Section 07.86 00-Smoke Seals and pass the criteria of ASTM E 814(iJL 1479)Standard Test Method for Fire Tests of Section 0.7 87 00_Smoke Containment Barriers Section 07 92 19-Acoustical Joint Sealants Penetration Firestop Systems,ASTM:E 1966.(UL 2079)Standard Test Method for Fire .. Section 2100 00 Fire Suppression Resistive Joint Systems and CAN/ULC S 115 Standaid.Method of Fire Tests of Firestop: Section 22 00,00_Plumbing Systems.3M7 Fire Barrier Water Tight'Sealant 3000 WT meets the requirements of the: Section 23:00 00-Heating,Ventilating,and Air:Conditioning.(HVAC).. . IBC,IRC,IFC,IPC,IMC;NFPA 5000,NEC(NFPA 70)and NFPA 101. Section 26,00 00-''Electrical am For technical support relating to 3M"Fire Protection Products and Systems,call:1-800=328-1687 For more information on 3M-..Fire Protection Products,visit:.www.3M.com/firestop 4. Performance &Typical Physical Properties Color: Light Gray with Black'Flecks Working Time: 20-40*minutes _ pplication Temperature Range: -20°F to 122°F(-29°C to 500C) Expansion Volume: >6 times at 6620F(350°C) ASTM C 1299) Specific Gravity: ' 175 S rn_ce Temperature Range: _ -40°F to.230°F(-40°C to'.I10°C) i .VOC Less H2O and Exempt Solvents: <31g/L STC(ASTM E 90 and ASTM E 413): 53 when tested in STC 54 rated Cure:Full cure depends upon ambient conditions and volume of sealant.Cure rate is wall assembly approximately 1/8 inch(3mm)per day-under typical conditions of 75'F(23°C)and 'Fun r Testtn Meets ASTM G 21 re uirements 50%o R.H. . Surface Burning(ASTM E 84 Mod): Flame Spread 0,Smoke Development 0 Meets the intent of GEED®f OC environmental quality requirements. Unit Volume:10.1 fl.oz tube(298.7cc,18.2 in.'),20 fl.oz.sausage(591.5cc;36.1 in.'),4.5 gal:pail(0176,1039.5 in.') 5. Packaging, Storage, Shelf Life Packaging: Volume:10.1 fl.oz.cartridge(tube),20 fi.oz.sausage and 4.5 gallon pail. Storage: 3M'Fire Barrier Water Tight Sealant 3000 WT should be stored indoors in dry conditions between 40oF and 90°F(4'C.0nd 32°C).Avoid repeated freeze/thaw exposures of the 3M7 Fire Barrier Water Tight Sealant 3000 WT while still in the packaging. Shelf Life: 3M"Fire Barrier Water Tight Sealant 3000.WT shelf life is 12 months in original unopened containers.from date of packaging when stored above 68°F(2°C). Lot numbering:First to sixth digit=Date of Production(MMDDYY),Seventh indicator dash symbol(-),Eighth digit=shift number 6. Installation Tech n i ues Consult a 3MAuthorized Fire Protection Products Distributor/Dealer or.Sales Representative for a . Applicable UL,Intertek or other third party drawings and system details. Preparatory Work: The surface of the opening and any penetrating items should be clean and free of dirt and debris to allow for the proper adhesion of 3M7 Fire Barrier Water Tight Sealant 3000 WT.Do not.use alcohol to clean.surfaces in.penetration orjointopening,instead use a commercial solvent such.. . . as miner-al.spirits,xylene,toluene or methyl ethyl ketone,(MEK).Ensure that the surface of the substrates are not wet and are frost free.Sealant can be installed with a standard caulking gun,pneumatic pumping equipment or it can be easily applied with a putty knife or trowel.; Installation Details- Install the applicable depth of backing material,if required,as detailed within the applicable UL,Intertek or other third-parry listed system.Cut the end of the 3M'Fire Barrier Water Tight.Sealant 3000 WT tube spout to achieve the desired bead width.After cutting tip,puncture inner foil. . seal.Install the applicable depth of 3M"Fire Barrier Water Tight Sealant 300.0 WT.into the opening,flush.with the surface of the substrate,or as detailed within the applicable listed system,at the required depth for the assembly and rating that.is required.Tool within 5 minutes,if required. Clean all tools immediately,after use with a commercial solvent such as mineral spirits,xylene,toluene or methyl ethyl ketone(MEK). Limitations: Do not apply.3M"Fire Barrier Sealant 3M"Fire,Barrier Water Tight Sealant 3000 WT when surfaces are wet(Note:once applied,sealant may be exposed to intermittent water exhibits excellent weatherability when fully.cured)or frost-coated,where seals may be exposed to rain or in unvented spaces where sealant is not exposed to atmospheric moisture.In confined cure conditions there may discoloration of brass,copper or other sensitive metals.Do not apply 3M"Fire Barrier Water Tight Sealant 3000 WT to polycarbonates or to building materials that bleed oil, plasticizers or solvent(e.g.impregnated wood,oil-based sealants,or green or partially vulcanized rubber): 7. Maintenance No maintenance is expected tobe required when installed in accordance with the applicable UL,Intertek or other third-party listed system.Once installed;.if any section of the 3M"Fire Barrier Water Tight Sealant3000 WT.is damaged,the following procedure will apply:the damaged section should be removed and reinstalled in accordance with the applicable listed system,with a minimum 1/2 in jMmm)overlap onto the adjacent-material. 8.Availability 3M-Fire Barrier Water Tight Sealant 3000 WT is available from 3M Authorized Fire Protection Products Distributors and Dealers. 3M'Fire Barrier Water Tight Sealant 3000 WT is available in 10.1 fl:oz..cartridges(12/case),20.0 oz.sausages(12/case)and 4.5 gallon pails:(!/case).For additional . technical and purchasing information regarding this and other 3M Fire Protection Products,please call:1400-328-1687 or visit www.3M.com/firestop. 9. Safe Handling Information ConsultproductsMdterial,SafeNDataSheO(MSDS).priortohandling.anddisposal. Technical Information:The technical information,guidance,and other statements contained in this documentor otherwise provided by 3M are based upon records,tests,or experience that 3M believes to be reliable,but the accuracy,completeness,and representative nature of such information is not guaranteed.Such information is intended for people with knowledge and technical skills sufficient to assess and apply their awn informed judgment to the information.No license under any 3M or third party intellectual property rights is granted or implied . with this information:Product Selection and Use:Many factors beyond 3M's control and uniquely within user's knowledge and control can affect the use and performance of a 31M product in a particular application.As a result,customer is solely responsible for evaluating the product and determining whether it is appropriate and suitable for customer's application,including, conducting a workplace hazard assessment and reviewing all applicable.regulations and standards(e.g.,OSHA,ANSI,etc.).Failure to properly evaluate,select,and use a 3M product and. appropriate safety products,or to meet all applicable safety regulations,may result in injury,sickness,death.and/or harm to property.Warranty,Limited Remedy,and Disclaimer.Unless a different warranty is specifically stated on the applicable 3M product packaging or product literature(in which case such warranty governs),3M warrants that each 3M product meets the applicable 3M product specification at the time 3M ships the product.3M MAKES NO OTHER WARRANTIES OR CONDITIONS,EXPRESS OR IMPLIED,INCLUDING,BUT NOT LIMITED TO,ANY IMPLIED WARRANTY OR CONDITION OF MERCHANTABILITY,FITNESS FORA PARTICULAR PURPOSE,OR ARISING OUT OF COURSE OF DEALING,CUSTOM,OR USAGE OFTRADE.if a 3M OdUSVIal Adhesives and product does not conform to this warranty,then the sole and exclusive remedy is,at 3M's option;replacement of the 3M product or refund of the purchase price.Limihation of Liability. Except for the limited remedy stated above,and except to the extent prohibited by law,3M will not be liable for any loss or damage arising from or related to the 31A product,whether direct, I)eS Division indirect,special,incidental,or consequential(including,but not limited to,lost profits or business opportun ty),regardless of the legal or equitable theory asserted,including,but not limited Center,Building 220-4W-03 to,warranty,contract,:negligence;or strict liability. Paul,MN 55144-1000 USA ` 3M Is a trademark of 3M.Used under license In Canada.LEER Is a trademark of U.S.Green Building Council Non-Pmfh Corporation.The FBC System 1-800-328-1687 Please Recycle.Printed In U.SA Compatible logo Indicates that a 3M product has been tested and Is monitored on an on going basis to assure chemical compatibility with RowGuard ®3M 2017.All rights reserved. Gold,BlazeMaster'and Corzarr pipe and firings.FBC Is a registered trademark and FlowGuard Gold,BlazeMaster and Corzan are trademarks of Lubdzpt 3M.COf11/flfBStOp Reference Number 98-0213-4329-2 Advanced Materials,Inc.m,Lubrizol Advanced Materials,Inc.All other trademarks,are the property of.their respective owners.. . T•+^, , x 4 e o- 1A . . 3MTM Fire Barrier Water Tight SeW'A I`S FIREIBARRIER SMOKE SEAL 1000 NS and. 1003.SL FrePmtecliDn' RMee9mremees. Product Data Sheet .S UNUBARRIER ELASTOMERIC 1. Product Description 56 Rio . • NSI5rrraMO Mwemert r> . 'NkO Assengp. .C�ah1Ry .. 3M"Fire Barrier Water Tight Sealants 1000 NS and 1003 SL are ready.-to=use,single component,neutral cure;silicone WATER BARRIER sealants that cure upon exposure to atmospheric humidity to form a.flexible firestop seal.3M"Fire Barrier Water Tight a Sealants help control the spread of fire,smoke and noxious gasses before,during and after exposure to a fire when installed 4W' in accordance with a listed through penetration or fire-resistive joint assembly. 3M"Fire Barrier Water Tight Sealant1000 NS is a non-slump firestop used primarily on vertical surfaces while 3M"Fire Barrier Water Tight Sealant 1003 SL is a self-leveling firestop ideal for floor applications.These firestop sealants also meets :'��p88lpj�o UL Water Leakage Test,W Rating=Class l requirements for systems tested and listed in accordance with ANSI/UL 1479. ful-I Both products are elastomeric,.are ready to.use and exhibit excellent weatherability. 9 ,' Sk RLLVOIDORCAVNYMATERIAL " FOR USE IN XANT SYSTEMS AND. 1000 NS and 1003 SL.®Light Gray a' -' dTF"ROUGH-R?IETRATIONARESTOP SYSTEMSFBC . .. - « SEE UL FlRE RESISTANCE DIRECTORY' ' 'Y SR57'. I' COMPOMMI Product Features a s uLC aw H.B.,�ff o vi L , w.,r.,V Eirestop tested up to 3 hours in.'. Excellent adhesion ° � ,s accordance with ASTM E 814 Re-enterable/repairable USTO , " Intertek ra vaD 0R rnM v (UL 1479)&CAN/ULC-S115 •Excellent weatherability: R�� „� MAM LS, C'SEE INTUM DIRECTORY M57 . *'Joint System Fire Resistance tested upon cure • r "° e in-accordance with ASTM E 1966. r Paintable with primer `AMT10t (iJL 2079)&CAN/1JLC-S115 Helps minimize sound transfer*-, •Meets UL Water Leakage Test, •Halogen-free,low VOC** W Rating—Class 1 requirements Excellent caulk rate- - •Compression/extension capability applied with conventional ' off 31% caulking equipment m' *Minimizes noise transfer STC-Rating of 56 when.tested in STC-56-rated wall assembly.. High-performance silicone sealant provides, "'Complies with the intent ofLEED°NC-EQ Credit 4.1 for Low-Emitting Materials.-Adhesives and Sealants,,contains<250 g/L. a barrier against fire,water and sound VOC contents.(less H2O and exempt solvents per SCAQMD Rule 1168). 2. Applications*., 3M'"Fire Barrier Water Tight Sealant 1000NS and 3M' Fire Barrier Water Tight Sealant 1003SL are used to firestop blank openings,dynamic and static.construction joints.and the following penetrating items that pass through fire-rated floor or wall assemblies: metallic pipes,non-metallic pipes,cables,cable tray,insulated pipes,combos and other miscellaneous mechanical penetrations.For vertical firestop applications use 3M"Fire Barrier Water Tight Sealant 1000 NS{non-slump)and for horizontal applications use 3M.'Fire Barrier Water Tight Sealant 1003 SL(self leveling). 3. Specifications Typically.Sp&ified MasterFormai(2004)`.N Section 0,7 84 00 Firestopping, 3M'Fire Barrier Water Tight Sealant 1000 NS and 1003 SL are ready-to-use, Related:Sections single component,neutral cure,non-slumping(1000 NS).or selfleveling(1003. Section 07 27 00—Air Barriers. SL),silicone sealants.The seal-ants shall be listed by independent test agencies Section:07 84 16-Annular Space Protection such as UL,ULC,Intertek or FM..3M"Fire Barrier Water Tight Sealants 1000. Section 07 84 43-Fire-Resistant Joint Sealants NS and 1003 SL shall.be tested to and pass the criteria of ASTM E 814(UL 1479) - Section 07 86 00—Smoke Seals. Standard Test Method-for Fire Tests of Penetration Firestop Systems;ASTM E Section'07 87 00-Smoke Containment Barriers .1966(UL 2079),Standard Test Method for Eire Resistive Joint Systems;.CAN/ Section 07 92 13—'Elastomeri,c Joint Sealants Section 07 92 19—Acoustical Joint Sealants UK-S115•Standard Method of Fire Tests of Firestop Systems.These sealants: , : _ Section 2100 00 Fire Suppression shall meet UL.W-Rating Class'1 requirements for watertightness.3M7 Fire. . '.'Section 22 00 00. Plutribing Barrier Water Tight Sealant 1006 NS and 1003 SL shall meet the requirements. Section 23 00 00—Heating,Ventilating and.Air Conditioriing(HVAC) of NEC-(NFPA 70),IBC,IFC;.IRC,NBCC,NFPA 101 and NFPA_5000. Section 26.00 00=Electrical For technical support relating to 3M'"Fire Protection Products and.Systems,calF1-800 328-1687 . . For.more information on.3M'".Fire,Protection.Froducts,yisit:www.3M.com/firestop.', 4. Performance &Typical Physical .Properties Light Gray Hardness(ASTM C.66 Shore A):,' 20-25(1000 NS) longation at Break(ASTM D 412): 600% 10-15(1003 ervice Temperature Range: 60°F O 300°F(51°C to 149°C) Tensile Strength: 85.psi(0.59.MPa) __ STC(ASTM E 90 and ASTM E 413): 56 when tested in STC 56 rated wall VOC Less H2O and Exempt Solvents: <250g/L assembly Cure:-Under typical cure rate conditions of 77°F(25°C)and 50%RH.;sealant becomes Surface Burning(ASTM E 84 Mod): Flame Spread 0;S^moke Development 0 tack-free in about ten minutes,dry-to-touch in 30 to 60 minutes and obtains full-cure adhesion in 14721 days.Full cure depends upon abient conditions and volume of sealant. Typical cure rate is approximately 4/8 inch(3mm)per day. Unit Volume:10.1111.oz.tube(298.7cc,18.2 in'),20 fl:oz,sausage(591:5cc,36.1 in'),4.5 gal,pail(017m',1039.5 in') Meets the intent of LEEDI VOC environmental quality requirements: 5. Packaging, Storage, Shelf Life Packaging: Product packaged in cartridge or pail is enclosed in HDPE plastic containers,sausage is packaged in aluminum foil wrap; Storage: 3M'Fire Barrier Water Tight Sealants should be stored indoors in dry conditions between 40°F and 907(4°C and 32°C). Avoid repeated freeze/thaw exposures of the 3M"Fire Barrier Water Tight Sealants while still in the.packaging. . Shelf Life: 3Mf'Fire Barrier Water Tight Sealant 1000 NS and 1003 SL shelf life is 18 months in original unopened containers. from date of packaging when stored between 40°F and 90°F(4°C and 32°C).Normal stock rotation is recommended. Lot numbering:First to sixth digit=Date of Production(MMDDYY),Seventh indicator=dash symbol(-),Eighth digit=shift number 6. Installation Techniques Gonsulta3MAuthorized Fire Protection Products Distributor/Dealeror Sales Representativefor Applicable UL,cUL,,ULC,Intertek or other third-party drawings and system details. Preparatory Work: The surface of the opening and any penetrating items should be clean and free of dirt and debris to allow for the proper adhesion of 3M'Fire Barrier.Water Tight Sealant.Do not use alcohol to clean surfaces in penetration or joint opening,instead use a commercial solvent such as mineral spirits,xylene,toluene or methyl ethyl ketone(MEK).Ensure that the surface of the substrates are not wet and are frost free.Sealant can be.installed with a standard caulking gun,pneumatic pumping equipment or it can be easily applied with a putty knife or trowel Installation Details: Install the applicable depth of backing material,if required,as detailed within the applicable.UL,.cUL,ULC,Intertek or other third-party listed . system.Cut the end of the 3M"Fire Barrier Water Tight Sealant tube spout to achieve the desired beadwidth.Install the applicable depth of,' 3M'Fire Barrier Water Tight Sealant into the opening flush with the surface of the substrate,or as detailed within the applicable listed system,at the required depth for the assembly and rating that is specified.Tool within 5,minutes.Clean all tools immediately after use with a commercial. solvent such as mineral spirits,xylene,toluene or methyl ethyl ketone(MEK). limitations: Do not apply3W Fire Barrier Water Tight Sealants 1000 NS or 1003 SL(Note:once applied,sealant may be exposed to intermittent water— exhibits excellent weatherability when fully cured)or frost-coated,in unvented spaces where sealant is not exposed to atmospheric moisture, in areas where abrasion or physical abuse of the sealant are likely and/or where painting of sealant is required.Do not apply W Fire Barrier Water Tight Sealants 1000 NS or 1003 SL to polycarbonates or to building materials that bleed oil;plasticizers or solvent(e.g.impregnated wood,oil-based sealants,or green or partially vulcanized rubber). Note:In confined cure conditions there may be discoloration of brass,copper or other sensitive metals. 7. .Maintenance No maintenance should be.required when installed in accordance.with the applicable UL,Intertek,FM.or other third-party listed: system.Once installed,if any-section of the 3M"Fire Barrier'Water Tight Sealant is damaged;the following procedure,will apply:.remove and reinstall the damaged section in accordance with the applicable listed system,with a minimum 1/2 in.(12.7mm)overlap onto the adjacent material. 8. Avai labi I ity 3M"Fire'.Barrier,Water Tight Sealant 1000 NS and 1003 SL are available from 3M Authorized Fire Protection Products Distributors and Dealers in 10.1 fl.oz.cartridges(12/case),20.0 oz.sausages(12/case)and 4.5 gallon pails(1/case);light gray-colored sealant.For additional technical and purchasing information regarding,3M.Fire Protection Products,please call:1-800-328-1687 or visit www.3M.com/fftstop, 9. Safe Handling Information. ConstiltproductMateria.I Safety Data Sheet(MOS)prior to handling and disposal.. Important Notice to User; . Technical Information:The technical information,recommendations and other statements contained in this document are based upon tests or experience that 3M believes are. reliable,but the accuracy or completeness of such information is not guaranteed.Product Use:Many factors beyond 3M's control and uniquely within user's knowledge and control can affect the use and performance of a 3M product in a particular application.Given the variety of factors that can affect the use and performance of a 310 product, user is solely responsible for evaluating the 3M product and determining whether it is fit for a particular purpose and suitable for user's method of application.Warranty and limited Remedy:3M warrants that each 3M Fire Protection Product will be free from defects in material and manufacture for 90 days from the.date of purchase from 0 3M's authorised distributor.3M MAKES NO OTHER EXPRESS OR IMPLIED WARRANTIES,INCLUDING ANY IMPLIED WARRANTY OF MERCHANTABILITY OR FITNESS FOR A ' + . PARTICULAR PURPOSE.If a 3M product does not conform to this warranty,the,sole and exclusive remedy.is,at 3M's option,replacement of the 3M product or refund of the. purchase price.Limitation of Liability:Except where prohibited by law,3M will not be liable for any loss or damage arising from the 3M product,whether direct,indirect,special, incidental or consequential,regardless of the legal theory asserted. M Building and Commercialillima , . . rvices Division '3M is a trademark of 3M.Used under license in Canada.LEED is a trademark of U.S.Green Building Council Non-Profit Corporation.The FBC System. Center,Building 223 2N 21 Com®atible logo indicates that a®M product has been tested and is monitored on an on going basis to assure chemical oompatibility,with FlowGuard Paul,MN 55144 100o.USA Gold ,BlazeMaster®and Corzan pipe and fittings.FBC is a registered trademark and FlowGuard Gold,BlazeMaster and Corzan are trademarks of Lubrizol Advanced Materials,Inc.©Lubrizol Advanced Materials,Inc.All other trademarks are the property of their respective owners. 1-800-328-1687 www.3M.com/firestop. - Please Recycle.Printed in U.S.A.©3M 2014.All rights reserved.Reference Number 98-0213-4330-0 RevB, 4. Physical Properties Color: Red Hurdness(ASTM D 2240:Shore A): 45 pplication Temperature Range ° ° ° Tensile Strength: 85 psi(0.59 MPa) 40 .to.122 F(4 to 50 C) ASTM C 1299): Volume Shrinkage(ASTM C 1241): 28% i iService Temperature Range: -200 to 180°F(-280 to 820C) VOC Less H2O and Exempt Solvents:' <lg/L STC(ASTM E 90 and ASTM E 413): 54 when tested in STC 54-rated Dry:Under typical conditions of 75°F(23°C).and.50%relative.humtdtty,sealant becomes wall assembly tack=free in about ten minutes and dry-to-touch in 3040 minutes.Full dry.depends upon Surface Burning(ASTM E 84):_ Flame Spread 0,Smbke Development0.; ambient conditions and volume of sealant.:Typical dry.rate is approximately 1/8-inch (3mm)per day: Unit Volume'10.1 fl.oz.tube(298.7mL,18:2 in'),20 fl.oz.:sausage(591.5mL,36.1 in'),27.fl.oz tube.(798.5mL,48.7 in');2 gallon pail(7..57L,462 in.')„S.gallon pail.(18.9L;1155 in') 5. Packaging, Storage, Shelf Life Packaging: Product packaged in cartridge or pail is enclosed in HDPE plastic containers;sausage is packaged in aluminum foil wrap.: . Storage: 3M"Fire Barrier Sealant CP 25 WB+should be stored.indoors in dry conditions between 40°F and 90°F(40C and 32°C)in the original unopened. package.Avoid repeated freeze/thaw exposures of the 3M-Fire Barrier Sealant CP25WB+prior to installation. Shelf Life: 3M"Fire Barrier Sealant CP 25WB+shelf life is,12 months in original unopened containers from date of packaging when stored.above 68°F(20°C). Lot numbering(e.g.8183AS):First digit=Last digit of year manufactured,Second to fourth digit=Julian Date,Letters=Random to distinguish between lot numbers Consult a 3MAuthorked Fire Protection Products Distributor/Dealer.or Sales Representative for. 6. Installation Techniques ApplicableUL,lntertekor other third-party drawings and system details. Preparatory Work: The surface of the opening and any penetrating items should be cleaned to allow for theproper adhesion of the 3M'"Fire Barrier Sealant CP 25WB+.Ensure that the surface of the substrates are not wet and are frost free.Sealant can be installed with a standard caulking gun;pneumatic` pumping equipment or it can be easily applied with a putty knife or trowel: Installation Details: . Install the applicable depth of backing material,if required,as detailed within the applicable UL;Intertek,FM or other third-party listed system: Cut the end of the 3M'Fire Barrier Sealant CP 25.WB+tube spout to achieve the desired bead width when applying.Install the applicable depth . of 3M*'Fire Barrier Sealant CP 25 WB+into the opening flush with the surface of the substrate,or as detailed within the applicable listed system,. at the depth for the assembly and rating that is required.Tool within five minutes.Clean all tools immediately after use with water. imitations: Do not apply 3M"Fire Barrier Sealant CP 25 WB+.when surrounding temperature is less than 40°F(4°C)and.in conditions where seals may be ` exposed to rain or water spray within 18 hours of application.Do not apply 3M"Fire Barrier.Sealant CP 25 WB+to building materials that bleed oil,plasticizers or solvent(e.g.impregnated wood,.oil-based sealants,or greenor partially vulcanized rubber).Do not apply 3M-Fire Barrier, '. Sealant CP 25 WB+to wet or frost-coated surfaces or to areas that are continuously damp or immersed in water. NOTICE:This`product is not acceptable for use with,chloirinated polyvinylchlodde(CPVC):pipes. 7. Maintenance No maintenance should be required when installed in accordance with'the applicable UL,Interfek,I'M of other third-party listed system.'Once.installed;if any,section of the 3M-Fire Barrier Sealant CP 25 WB+is damaged;the following procedure,will apply:remove and reinstall the damaged,section in accordance with the applicable listed system,with a minimum 1/2,in.(12:7mm)overlap onto the adjacent material: 8. Availability 3M"Fire Barrier Sealant CP 25 WB+is available from 3M Authorized Fire Protection Products Distributors and.Dealers.3M!"Fire Ban ierSealant CP 25 WB+is,s . available in 10.1fl.oz.cartridges(12/case),20:0 fl.oz.sausages(10/case),.27.0 fl.oz.cartridges(6/case),2.gallon pails(1/case)and 5 gallon pails(1/case).For additional technical and purchasing information regarding this.and other 3M"Fire Protection Products,please call:1-800-328-1687 or visit www3M.com/firestop. 9. Safe Handling Information . constiltproductMaterialSaferyData Sheet(MSDS)priortohandlinganddisposal., Important Notice to User:. Technical Information:The technical information;recommendations and'other'statements contained in this document are based upon tests or experience that 3M believes are reliable,but the.accuracy or completeness of such information is not guaranteed. Product Use:Many factors beyond 3M's control and uniquely within user's knowledge and control can affect the use and performance of a 3M product in a particular u application.Given the variety of factors that can affect the use and performance of a 3M product,user is solely responsible'for evaluating the 3M product and determining . whether it is fit for a particular purpose and suitable for user's method of application. Warranty and Limited Remedy:3M warrants that each 3M Fire Protection Product will be free from defects in material and manufacture for 90 days from the date of purchase 3M Industrial Adhesives from 3M's authorised distributor.3M MAKES NO OTHER EXPRESS OR IMPLIED WARRANTIES,INCLUDING ANY,IMPLIEO.WARRANIY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE.If a 3M product does not conform to this warranty,the sole and exclusive,remedy is,at 3M's option,replacement of the 3M product or refund of the: nd Tapes Division purchase price. Center,Building 225-3S706 Limitation of Liability:Except where prohibited by law,3M will not be liable'for any loss or damage arising from the 3M product,whether'direct,indirect;special,incidental or t:Paul,MN 55144 1000 USA consequential,regardless of the legal theory:asserted. 1-800-362-3550 Please Recycle.Printed in U.S.A:©3M 2016.AIl:rights,reserved. 3M is a trademark of 3M Company.NI othertrademarks www.3M.com/IATD Literature Ordetlnfo:98-0400-5012-6. are the property of their respective owners..,