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Home My WebLink About0120 SOUTH MAIN STREET (4) y. "J"t,�11-1 I`�)Ill` "',VII -I y4 COMMONWEALTH OF MASSACHUSETTS EXECUTIVE OFFICE OF ENERGY& ENVIRONMENTAL AFFAIRS DEPARTMENT OF.ENVIRONMENTAL PROTECTION CAPE COD OFFICE 973 Iyannough Road, Route 1a2, Hyannis, MA 02601 Phone: 508-771-6003 FAX: 508-771-6165 DEVAL L.PATRICK IAN A.BOWLES Governor Secretary TIMOTHY P.MURRAY LAURIE BURT Lieutenant Governor Commissioner May 11, Ms. Chris B#ssett,President BARNSTABLE—BRPWP06,Cape Radius Regency Operating,LLC Regency, 120 South Main Street, 1671 Worcester Road, Suite 300 Groundwater Discharge, Framingham,Massachusetts 01702 Permit#SE 0-847 G Transmi 02133 Dear Ms.Bassett: The Department of Environmental Protection had an engineer from tfiis office conduct an inspection of the wastewater treatment facility for the above referenced location on April 28,2009. The purpose of the inspection was to witness the clear water test and to determine if the WWTF was constructed as approved by the Department. It was concluded at the time of the clear water test that the WWTF was constructed in substantial compliance with the Department's approved plan. The WWTF may commence operation;however,the Depar-tmentiiequires that a UV intensity meter be installed and that construction of the third effluent,disposal system be completed, both within I sixty(60)days of the date of this-letter Please be advised that from the stikup date all the conditions of'Groundwater Discharge Permit SE#847-0 are in effect. a If you have any questions,please contact me at(508)771-6047. Very truly yours, Brian A.Dudley Bureau of Resource Protectio BAD/ This information is available in alternate format Call Donald M.Comes,ADA Coordinator at 617-556-1057.TDDN 866-539-7622 or 617-5746868. MassDEP on the World Wide Web: http:/twww.mass.gov/dep Q* Printed on Recycled Paper Oaneap o4ddveiated, 9ne. ARCHITECTS-ENGINEERS-PLANNERS 105 Webster Street, Units 1 &2 Hanover, MA 02339 (781)878-0066 FAX(781)878-7060 E-mail:david@dhdunlap.com BUILDING DEPARTMENT TOWN OF BARNSTABLE ARCHITECTURAL CONSTRUCTION CONTROL AFFIDAVIT Date: May 26, 2009 Project: Cape Regency Assisted Living Location: 120 South Main Street, Centerville, MA In accordance with Section 116.2.1 of the Massachusetts State Building Code, 780 CMR 6th Edition, l, David H. Dunlap, Jr., registered architect#3829 of David H. Dunlap Associates, Inc., 105 Webster Street, Hanover, MA 02339,hereby certified that I have reviewed the construction phase and it is complete. To the best of my knowledge and belief, the project meet's with the applicable provisions of the Massachusetts State Building Code, 780 CMR 61h Edition. I further certify that I or my authorized representatives has performed the necessary construction administration services, and has been present on the site periodically to determine that the work is in accordance with the approved construction documents. E©AR901 �y�T O o NO. . . �INGRAN& Original Signature and Seal SPy� David H. Dunlap, Jr. l David H. Dunlap Associates,Inc. 105 Webster Street Hanover, MA 02339 BUILDING DEPARTMENT TOWN OF BARNSTABLE STRUCTURAL CONSTRUCTION CONTROL AFFIDAVIT Date: May 26, 2009 Project: Cape Regency Assisted Living Location: 120 South Main Street, Centerville, MA In accordance with Section 116.2.1 of the Massachusetts State Building Code, 780 CMR 6t' Edition, I, S. Bernard Dickson, registered structural engineer#27372 of Anderson Structural Engineering, Inc., 764 Plain Street, Marshfield, MA 02050, hereby certify that I have reviewed the construction phase and it is complete with the exception of the pergola and cooling tower which will be certified separately once the work is complete. To the best of my knowledge and belief,the project meets with the applicable provisions of the Massachusetts State Building Code, 780 CMR Oh Edition. I further certify that I or my authorized representatives have performed the necessary construction administration services, and have been present on the site periodically to determine that the work is in accordance with the approved construction documents. OF Mgss� .B PIA y�N� DIC SO d TRU A cA NO. 8 ONAL �'` Original Si a and Seal S. Bernard Dickson, PE Anderson Structural Engineering, Inc. 764 Plain Street Marshfield, MA 02050 SAM ZAX ASSOCIATES Phone: (781) 303-1700 CONSULTING ELECTRICAL ENGINEERS Fax: (781) 303-1705 E-Mail: mzax@zaxengineering.com 14 Wood Road Braintree, MA 02184 ELECTRICAL FINAL AFFIDAVIT BUILDING DEPARTMENT TOWN OF BARNSTABLE Re: CAPE REGENCY NURSING C HOME 120 MAIN STREET CENTERVILLE, Ma. The Electrical work associated for the building rehab program has been observed. To the best of my knowledge, information, and belief, the work has been done in conformance with the plans and specifications, the provisions of the Massachusetts State Building Code and all other authorized.field changes. 20068 James P. Stroke ENGINEER - MASS. REG. NO. Sam Zax Associates g� JAMS P. �,�� COMPANY 14 Wood Road, Braintree. Ma. -ADDRESS PHONE ST �G / (781) 303-1700 BUILDING DEPARTMENT TOWN OF BARNSTABLE SITE CONSTRUCTION CONTROL AFFIDAVIT Date: June 4,2009 Project: Cape Regency Assisted Living Location: 120 South Main Street,Centerville,MA In accordance with Section 116.2.1 of the Massachusetts State Building Code, 780 CMR 6`h Edition, I, Thomas Ryder registered Professional Engineer 941576 of SS Designs, Inc., 24 Woodland Heights Drive, West Boylston, MA, hereby certified that I have reviewed the construction phase and it is complete with the exception of the parking striping that will be completed as soon as the weather permits. To the best of my knowledge and belief,the project meet's with the applicable provisions of the Massachusetts State Building Code, 780 CMR 6`h Edition. I further certify that I or my authorized representatives has performed the necessary construction administration services, and has been present on the site periodically to determine that the work is in accordance with the approved construction documents. Original Signature and Seal `pry Thomas A Ryder ', ;i3^MAs a. ^�r� dI SS Designs, Inc. c v�° 24 Woodland Heights Drive Nc).41576 West Boylston,MAC { L _ a BUILDING DEPARTMENT TOWN OF BARNSTABLE WASTEWATER TREATMENT CONSTRUCTION CONTROL AFFIDAVIT Date: June 4,2009 Project: Cape Regency Assisted Living Location: 120 South Main Street, Centerville, MA In accordance with Section 116.2.1 of the Massachusetts State Building Code, 780 CMR 6t" Edition, 1, Thomas Ryder registered Professional Engineer#41576 of SS Designs, Inc., 24 Woodland Heights Drive, West Boylston,MA,hereby certified that I have reviewed the construction phase and it is completed and operational. To the best of my knowledge and belief,the project meet's with the applicable provisions of the Massachusetts State Building Code, 780 CMR 60'Edition. I further certify that I or my ,j authorized representatives has performed the necessary construction administration services,ana' has been present on the site periodically to determine that the work is in accordance with the approved construction documents. 1 - tw Original Signature and Seal o��,�ss�r Thomas A Ryder ��® THOMAS A. SS Designs, Inc. v RYDER gl CIVIL 24 Woodland Heights Drive .e No.41576 West Boylston, MA ssr�r��`'wd �S!®NAL I ROBT W. HALL CONSULTING ENGINEERS, INC. 540 MEADOW STREET EXTENSION AGAWAM, MASSACHUSETTS 01001-0002 (413)789-0960 • FAX(413)789-3295 Engineer's Fir_=l Affidavit for Project dose Out I, Robert F. Griffiths Mass. Registration No. 42984 being a registered Professional Engineer hereby certify that I or my authorized representatives have made periodic visits to the project site throughout construction, and to the best of my knowledge and understanding the project: Cape Recency Nursing Facility located at Centerville, MA, Building Permit # has been built 1 altered in accordance with the approved plans and contract documents, and that such plans conform to the provisions of the Massachusetts State Building Code, 780 CMR 6th edition. ENTIRE PROJECT ARCHITECTURAL STRUCTURAL MECHANICAL X FIRE PROTECTION ELECTRICAL OTHER(specify) �VW//4, H OF�gs (Affix Seal here) V g GRIFFITFiIS , FIRE PWM=M a N0.42N4 A �� Robert F. Griffiths (Print Name) On this 5th day of June, 2009, before me, the undersigned notary public, personally appeared Robert F. Griffiths (name of document signer), proved to me through satisfactory evidence of identification, which was personal knowledge of the identity of the principal, to be the person whose name is signed on the preceding or attached document in my presence. (Official signature and sea{of notary)My COmmissi0n expires May 23, 2014 ROBT W. HALL CONSULTING ENGINEERS, INC. 540 MEADOW STREET EXTENSION AGAWAM, MASSACHUSETTS 01001-0002 (413)789-0960 • FAX(413)789-3295 Engineer's Final Affidavit for Project Close Out I, Robert F. Griffiths Massa Registration No. 33161 being a registered Professional Engineer hereby certify that I or my authorized representatives have made periodic visits to the project site throughout construction, and to the best of my knowledge and understanding the project: Cape Regency Nursing Facility located at Centerville, MA Building Permit # has been built/ altered in accordance with the approved plans and contract documents, and that such plans conform to the provisions of the Massachusetts State Building Code, 780 CMR 6ih edition. ENTIRE PROJECT ARCHITECTURAL STRUCTURAL X MECHANICAL FIRE PROTECTION ELECTRICAL OTHER(specify) j (Affix Seal here) Robert F. Griffiths(Print Name) - j On this 5th day of June , 2009, before me, the undersigned notary public, personally appeared Robert F. Griffiths (name of document signer), proved to me through satisfactory evidence of identification, which was personal knowledge of the identity of the principal, to be the person whose name is signed on the preceding or attached document in my presence. - (Official signature and seal of notary)My commission expires May 23, 2014 I Message Page 1 of 2 Lauzon, Jeffrey From: Perry, Tom Sent: Tuesday, May 12, 2009 10:26 AM To: 'David Dunlap' Cc: Lauzon, Jeffrey Subject: RE: Cape Regency Assisted Living Dave, In looking closely and fully following through with the wire glass requirements in 780 CMR the glass can REMAIN in the 2hr fire separation assembly,there is no reason to remove this;we're sorry for the confusion. As to Item#3 we look forward to what you have in mind. Thanks;TP -----Original Message----- From: Melanie Martell [mailto:melanie@dhdunlap.com] On Behalf Of David Dunlap Sent: Tuesday, May 12, 2009 8:50 AM To: jeffery.lauzon@town.barnstable.ma.us Cc: Perry,Tom; cbassett@radiusmanagement.com; Jon Truslow Subject: Cape Regency Assisted Living Jeff: I want to thank you for taking the time to talk to me regarding your concerns relative to the wired glass on this project. In an effort to meet your interpretation and expedite the occupants of the building, we would like to proceed as follows: 1. The vision panels in the 2-hr. fire-rated separation between the nursing home and the assisted living, we are going to in-fill the existing "B" label doors so that there is no vision panel. This will eliminate any issues with the wired glass. 2. We mutually agree that the vision panels in the "B" label doors and the egress stair can remain the 7" x 14" as originally designed and approved by your office. 3. Tempered glass located in hollow metal frames has sidelights and corridor windows. We will be requesting an alternative design solution to the wired glass which you have interpreted that would be needed in these panels. We will be providing you as-built drawings on the location of these windows and the proximity to the sprinkler heads as we will be requesting that the spraying of the sprinkler heads will allow these windows to remain in place so that they maintain a barrier between the adjoining common areas and the corridor. It is my hope that this is a clear itemization of the issues we discussed relative to wired glass. If not, please advise me in writing and I will amend this letter and reissue it so that we are both in agreement. David H. Dunlap, Jr., President David H. Dunlap Associates, Inc. 105 Webster Street Hanover, MA 02339 5/14/2009 r� Message Page 2 of 2 Tel: 781-878-0066 Fx: 781-878-7060 5/14/2009 - Page 1 of 2 Lauzon, Jeffrey From: Melanie Martell [melanie@dhdunlap.com] on behalf of David Dunlap [david@dhdunlap.com] Sent: Tuesday, May 12, 2009 8:53 AM To: Lauzon, Jeffrey Subject: Cape Regency Assisted Living See email below. It was returned the first time I tried due to error. David H. Dunlap Associates, Inc. 105 Webster Street Hanover, MA 02339 Tel: 781-878-0066 Fx: 781-878-7060 From: Melanie Martell On Behalf Of David Dunlap Sent: Tuesday, May 12, 2009 8:50 AM To: 'jeffery.lauzon@town.barnstable.ma.us' - Cc: 'thomas.perry@town.barnstable.ma.us'; cbassett@radiusmanagement.com; 'Jon Truslow' Subject: Cape Regency Assisted Living Jeff: I want to thank you for taking the time to talk to me regarding your concerns relative to the wired glass on this project. In an effort to meet your interpretation and expedite the occupants of the building, we would like to proceed as follows: 1. The vision panels in the 2-hr. fire-rated separation between the nursing home and the assisted living, we are going to in-fill the existing `B" label doors so that there is no vision panel. This will eliminate any issues with the wired glass. 2. We mutually agree that the vision panels in the "B" label doors and the egress stair can remain the 7" x 14" as originally designed and approved by your office. 3. Tempered glass located in hollow metal frames has sidelights and corridor windows. We will be requesting an alternative design solution to the wired glass which you have interpreted that would be needed in these panels. We will be providing you as-built drawings on the location of these windows and the proximity to the sprinkler heads as we will be requesting that the spraying of the sprinkler heads will allow these windows to remain in place so that they maintain a barrier between the adjoining common areas and the corridor. It is my hope that this is a clear itemization'of the issues we discussed relative to wired glass. If not, please advise me in writing and I will amend this letter and reissue it so that we are both in agreement. David H. Dunlap, Jr., President David H. Dunlap Associates, Inc. 105 Webster Street Hanover, MA 02339 Tel: 781-878-0066 Fx: 781-878-7060 5/12/2009 Page 2 of 2 5/12/2009 David W. Oaaeap o�&dveiated, 9ne. ARCHITECTS ENGINEERS- PLANNERS 4 105 Webster Street, Units 1 &2 Hanover, MA 02339 3' ` (781)878-0066 FAX(781)878-7060 E-mail: david@dhdunlap.com May 6,2009 Mr.Jeff Lauzon, Building Inspector Building Division Town Hall 367 Main Street Hyannis,MA 02601 Re: Cape Regency Assisted Living Dear Jeff I am writing this letter to address some issues you brought up to the job super at one of your walk-thru's. I believe the issue revolves around wired glass and the size of the vision panel in "B" label doors. You were correct. The contractor installed the wrong glazing in the fire-rated door. They have been instructed to replace it with wired glass in a metal frame as required by NFPA 80. We do want to point out that the size of the openings, which I believe is 7 x 14 for the vision panel is allowed by the Mass State Building Code and NFPA 80. The rule for a "B" label door is 100 sq. inches,maximum height: 33", minimum width: 3 . We would like to direct your attention to the designation of the 2 hr. fire-rated walls that these doors are installed in, 780 CRM 719.0, which talks about not only wired glass but also laminated glass, etc. Table 719.1 gives V;ou the size of the glass allnwable. 719.1.5 Fire Separation Assemblies. This is the paragraph that applies to the 2-hr. fire rated walls in the addition being constructed. It is also my understanding that you are under the impression that wired glass is required in the sidelights of the door and the vision panels into the country kitchen on the first floor. As previously discussed,the walls we are talking about are 20-minute walls at best. In these locations we have a hollow metal frame located in a non- combustible partition with tempered glass. Note that there are sprinkler heads within 6' of the glass'which means that they will be covered in the event of afire. I believe the code does not speak to this type of application; consequently, common sense would apply. Since we are trying to create an aesthetically pleasing environment, adding wired glass would make it look like a detention center. Newer codes are going away from wired glass due to the fact even though when smashed they will stay in place, you can still get cut on the splinters of glass that are created due to excessive heat, where tempered glass is a safety glass which when it breaks will not have sharp edges that could cut someone. This is why it is specified for showers, main entrance doors, etc. It is my hope that this will provide the information you need to allow us to move on to an occupancy permit. I appreciate your concern in this regard. Sincerely yours, A VID 1_1 T\T TM1' T A d'4 A. l�:Yti�r .ho ... - DOLAA old David H. Dunlap,Jr., NCARB, AR President r�blc Io )1.q, ' - DK2�0 i2 j T-F-P-F�-SZS7A� .� G CO n f / less V rS /c we 2 Ar Oaaeap a4kivciated, 96c. ARCHITECTS-ENGINEERS-PLANNERS 105 Webster Street, Units 1 &2 Hanover, MA 02339 (781)878-0066 FAX(781)878-7060 E-mail:david@dhdunlap.com March 2, 2009 Mr. Thomas Perry, Director Building Division Town Hall 367 Main Street Hyannis,MA 02601 = Re: Cape Regency Assisted Living «� Dear Mr. Perry: CD This letter is to clarify how the penetrations of the corridor wall are going to be sealed m in the assisted living addition which is completing its construction phase. We are going to use UL assemblies designed for the specific type of penetration based on the wall/floor/ceiling assembly being penetrated and the material that will penetrate it, i.e.: metal or one of the approved plastic materials, i.e.: PVC, CPVC,ABS or FRPP. The UL assemblies being utilized are as follows: 1. Walls: W-LW1054, W-L-5029 or W-L2078 2. Exit Access Corridors: Under the residential use group the corridor partitions are under Table 602 Fire Resistive Ratings of Structural Elements, Item 4 "Exit Access Corridors". Fire rating required by 780 CMR 1011.4 requires a .5 hr. fire rating with 20-minute doors; corresponding UL listing will be utilized for the penetration. It shall be noted that the UL assemblies selected utilize the top of the corridors walls serving as an egress are utilizing UL system HWD for a variety of conditions,top of wall and steel beam, etc.- The fire caulk itself is a combination of intumescent firestop sealant (FS-ONE) and acrylic base firestop sealant BS 476. Collars utilized where necessary. 3. Vertical Shafts: UL-415 System C shaft wall. They have no penetrations through them. 4. Egress Stair: 2-hr. fire-rated UL-U411. Matching UL fire safing will be-utilized for penetrations, i.e.: mains coming off standpipe. 5. Roof Assembly: 1.5 hr. UL-P225. 6. Fire Damapers: We would like to point out that under the Mass State Building Code, Section 709.64 Ducts. Fire dampers are not required in fire walls 1 hr. or less,but the opening around the duct will be fire-safed. It should be noted that safeguards over and above the minimum requirements of the MSB are in place on this project: 1. Not only do the corridor partitions go from the finished floor to the underside of the deck and are sealed, the demising walls run from the finished floor to the underside of the deck above. Typical wall throughout the building is constructed of 3.5" metal studs, 24" OC with 5/8" fire-rated sheet rock on both sides. = C) 2. The fire-rating of the floors is a 2 hr. UL assembly G204. CD F 3. Number of occupants on a floor, note low occupancy: ? zx ? First Floor: 9 apartments Second Floor: 10 apartments `0 Third Floor: 10 apartments 4. This facility has attendants on duty 24/7, 3 shifts, connected together with paging capabilities. 5. Building is constructed with a steel frame,bar joists, poured-in-place concrete decks (non-combustible). This office hopes this will provide you the information you need to approve the penetrations and allow the facility to obtain a temporary occupancy permit once the 'construction phase has been completed. The request for temporary occupancy is only due to the fact that sitework will not be completed in time due to a variety of reasons which we believe are self-evident. If we can provide you additional information,please don't hesitate to contact this office. Sincerely yours, DAVID H. DUN AP ASSOCIATES, INC. vi H. Dunl1a�p,Jr., NCAR , President cc: C. Bassett,J. Truslow,J. Teixeira,T. Pa ntonis FS _ONE FS—ONE Product description Technical Data Intumescent(expands when exposed to fire)firestop sealant At 73°F(23°C)and 50%relative humidity High Performance that helps protect combustible and non-combustible penetra- Chemical basis 1111 i descent PireStop tons for up to 4 hours fire rating Water-based intumescent acp/ii_ c dispersion Sealant Product features Density .Smoke,gas and water resistant after material.has cured Aggrox.1.5 q/cm' (ir • Contains no halogen,solvents or asbestos Color i High fire rating properties • Water based,easy to clean z Working time o Approx.20-30 min ,. - ` Areas of application Curing time Steel,copper and EMT pipes Approx.2 mm/3 days Insulated steel and copper pipes Ei Shore A Hardness _ Cable bundles Approx.50 • Closed or vented plastic pipes Movement capability FIVAC penetrations Approx.590 For use with Intumescent Activation {' n �ar'ige�/Cusfamer n •e Concrete,mason drywall and wood floor assemblies �Prox 482°F 1250°C) r p� hq t masonry ry� �I L YP firestop Wall and floor assemblies rated up to 4 hours Expansion rate(unrestricted): P n r co appngall TP to 3 5 ti ees original volume sjtrfi� an�as Examples resistance(cured) leap �°� �e a rafef}�' � �`�` � , Sealing around plastic pipe penetrations in fire rated —40°F to 212°F t-40°C to 100°C) fk2 I`� u a � construction Application temperature �`�f � tett« xFE - Sealing around combustible and non-combustible 41°F to 104°F(5°C to 40°C) , ;W" ' penetrations in fire rated construction Surface bummg characteristics Installation Instructions for F3-ONE (ASTM E 84-96) Flame Spread:0 Opening Smoke Development:5 1• Clean the opening.Surfaces io which FS ONE will be Notice about approvals applied should be cleaned of loose debris, dirt, oil, • Check that the penetration has been sealed according to Sound transmission classification moisture,, frost,and wax. Structures su orting the specified drawing in the UL Fire Resistance Directory (ASTM E 90-99) 56 pP or Hilt Firestop Manual. For further advice, please Penetrating items must be installed in compliance with contact Hilti customer service,Refer to Hilti product local building and electrical standards. literature and UL fire resistance directory for specific Aoorovals ICBO Evaluation Service,Inc, Application of firestop sealant application details. Report No.5071 2. Install the prescribed backfiiling material type-and depth Not for use... California State Fire Marshal to obtain the desired.rating(if required).Leave sufficient depth for applying FS-ONE. High movement expansion joints Listing No.4485 1200108 Underwater City of New York 3.Application of firestop sealant:Apply FS-ONE to the. On materials where oil,plasticizers or solvents may MEA 326 96 M Vol.N required depth in order to obtain the desired fire rating. bleed i.e.im w Make sure FS ONE contacts all pregnated wood,oil based seals,green or surfaces o tprovide partially vulcanized rubber Tested in accordance with maximum adhesion.For application of FS-ONE use a In any penetration other than those specifically -r •UL 1479 standard caulking gun,foil pack gun,bulk loader and described in this manual or the Test reports bulk gun. With FS-ONE buckets, Graco type sealant •ASTM E 814 pumps may be used.(Contact pump manufacturer for Safety precautions •ASTM E 84 proper selection). Before handling,read the product and Material Safety 4. Smoothing of firestop sealant:To Complete the seal,tool. Data Sheet for detailed use and health information Internationally tested and approved immediately to give a smooth appearance. Excess Keep out of reach of children Wear suitable sealant, prior to curing, can be cleaned away from gloves and eye protection ,,ssll, FILL,VON)on CAVITY Wnwu, adjacent surfaces and tools with water: Storage. O va usE wnTOPSY PE"E rwrwn • Store only in the original packaging in a location c us fl EREMAN IEDI , 5. Leave completed seal undisturbed for 48 hours. I sEE u�nP�nrssvwrF on EEc oaY protected,from moisture at temperatures between 66Y7 6. For maintenance reasons,a penetration seal could be 40°F(5°C)and 86°F(30°C) Permanently marked with an identification plate.In'such Observe expiration date on the packaging a case,mark the identification plate and fasten it in a f FM visible position next to the seal. APPRoVEo lL i si vrem comPATIaie ti 7.Clean opening. 2.Pack mineral 3.wool (/l required Apply A l FS-ONE. 4.Smooth FS-ONE•5.Leave completed 6.fasten idenUfi- latest pIOdUCt information: seal undisturbed for catinn plate(if wl,lw.tis.hliticom 48hours: re wire . W - 4 dl - ; ordering information see pager - z 3o 1.Clean opening. 2.-Pack miners! 9. wool cal required) Apply FS-ONE. 4.Smooth FS-ONE. -5.Leave canpleled 6.fasten idenGLca- 6 sea!undishuted for required). (d - Saving Lives through innovation&education I Hilti Frestop Guide 2003-20na r i_unn_Q�� 48hho^ms. Arl .CP 643 Firestop Collar Product description A ready-to-use firestop collar,made of a galvanized steel housing and intumescent inserts for firestopping combustible pipes Areas of application • .Firestopping Combustible pipes up to 4'in diameter in penetrations through fire walls and floors. • . Suitable for the following pipe materials: " PVC,CPVC,ABS,PVDF,PP and FRPP For use with • Concrete,masonry,wood floor and gypsum Nall assemblies y • Wall and floor assemblies rated up to 4 hours. Types of installation Internationally tested ad F Wall:two collars;one on each side n a _ pprov ed • Floor.one collar on underside(bottom) ey GQ FILL,VOID COLASSIFIEDR CAVITY BY�Rw`S British Standard Example �0 UNDERWRITERS LAROnATOR ES.INC L FOR USE IN TROUG"'PENE�TION • Waste Water pips FIRESTOPSYSTEMS 1 1 SEE UL FIRE RESISTANCE DIRECTORY — • Fresh water pipes 66Y7 I rIA"AIF IN if FM 1 '. � �tth APPROVED ' va ve,we,m•r sm ��"� Canwkiha Grpry MuWdfln•aiN CoRorstun MOrovaI GGG. - kF4 }p CP 643 Firestop Collar* 3 .. Descdption Contents Ordering: - (P.) tkagnahon''p hem No - - a To CP 643 Frestop Cnllar '54 `" C �RGo�l�anr �� CP 643 6312 M=708 I. ` 3 CP 643 CP 643 Firestop'Collar 1 CP 643 110/4" 003077i0 incl:fastening hooks haste""ning)Nonk � u3� MCP 643 hgok" `' �30TQi II ' 1 . a i I 20 Saving LIVes through innovation&education•Hilti Fires top Guide 200 -s 1-Rnn_G�n Cmr;Lm CP 643 Dimension s: Firest®p Collar CP 643 Collar/plastic pipes Designation/ Pipe outside Product description size Collar outside' Collar height No'.of — A ready-to-use firestop collar,made of a gaivanized'steel dia.(in.) 'dia.(in.) (in.) hooks and housing and intumescent inserts for firestopping CP 643 50/1.5" 1.4_P 0 fasteners combustible pipes CP 643 63/2" 2.8 0 9' 2 2.0—2.5 3.4 1.3 2 CP 643-90/3" 2.6—3.6 4.9 Product features CP 643-110/4" 1.7 g 3.6=4.5 6.0 1.9 Adjustable mounting tabs K g • Ready-to-use.collar;no construction required,therefore ApproValS fast installation time ICBO Evaluation Service,Inc. „ " ,.Cahtornia State Fire Marshal Re ort no.ER-5071 Tested in accordance with Cityof New York Listin no.4485-1200:110 UL 1479 MEA 113-96-M • ASTM E 814 Installation instructions for CP 643 �• .. .5 ate' f.Clean plastic pipe 2 .Close remaining gap- 3.Close collar to provide smoke and 4.Anch fastening hooks 5 Fasten collar and identift. gas tight seal cation plate(drequired) Opening - " 1. Clean the plastic pipes. Expansion of the intumescent material Burin a Notice about approvals , fire acts to close the.plastic pipe.Verydirty g When making a pipe seal using Hilti CP 643 Intumescent Firestop Collar, remains of mortar,may lead to a delay in thislclos closing a tion.Soi eld lastic Please refer to the UL directory or Hilti Firestop Manual for restrictions P as m opening size,type and thickness of wall or floor,maximum pipe Pipes should,therefore,be cleaned in the area where the CP 643 firestop diameter,etc. collar is to be installed Application of firestop system Not for use... 2. Seal the opening. Gaps must be closed with FS-ONE. The approved With metal pipes methods vary and are given in the specific UL system. In highly corrosive surroundings 3.. Close the CP 643 firestop collar.Place the CP 643 firestop collar around With unapproved anchors/fasteners the plastic pipe and lock the closure with firm pressure until if latches. Safety 4. Attach fastening hooks.The fastening hooks can be attached to various Precautions Points on the metal housing.This allows the fasteningPoints to be made Keep out of the reach of children to suit the space available in each case:The hooks m s be positioned as Read the Material Safety Data Sheet symmetrically as possible. t The required number Of fastening hooks i Storage 5. Fastening the CP 643 firestop-collar. Only when indicated edhPropepacr(ly can • Store only in the original packaging in a location protected CP 643 protect against fire passing through.. from moisture ' a. Mark the fastening points: b. Drill holes with a Hilti rotary hammer drill(i.e.TE 5)or,depending on base material,fasten using Hilti power actuated tool(e.g.DXA 40). C. To secure the CP 643 firestop collar,use Hilti anchors/fasteners. d. For maintenance reasons,a penetration seal could be permanently marked with an identification plate.In such a case mark the identification plate and fasten it in a visible position next to the seal. " I i SaVlny LlVes through innovation&education•Hilti Firestop Guide 2001•Hilti U.S.:1-800-879-8006/uvwv /.us.hilti.com i 21 C22223 HILT!,INC.: P.O. Box 21148,Tulsa,OK 74121; Ph:1 800 879 6000; Emergency No.:1 800 879 4444 PRODUCT NAME: CID 643.'Firestop Collar t , MSDS No.: 262 DESCRIPTION: White polyethylene based intumescent enclosed in a Revision No.i 002, !galvanized metal housing Date: 11/3/99 # INGREDIENTS AND EXPOSURE LIMITS Page: 1 of 2 Not applicable.This product is considered to be an."article"as defined in the federal OSHA Hazard Communication Standard PHYSICAL DATA ` Appearance: Filled metal collar Odor: VP Density:Vapor Densi air—_ , 1 _ "None' lic ,ab Boiling Point: No t a PP le Vapor Pressure: Not applicable ntent:Evaporation Rate:: Not applicable. VOC Co � None Not applicable Solubility Specific Gravity: in Water: Negligible Not applicable pH: Not determined,- FIRE AND EXPLOSION HAZARD DATA Flash Point: Not applicable: Extinguishing Media: Flammable Limits:' Not applicable. Not applicable;as appropriate for surrounding fire Special Fire Fighting Procedures: None known. However,a NIOSH-a pproved self-contained breathing apparatus Unusual Fire and.Explosion_Hazards: (SCUBA)should be worn when fighting fires involving chemicals. None known. Product serve's as-afire stopping when exposed to temperatures>"120°C/ 09 F aterial and intumesces(expands) REACTIVITY DATA Stability: Stable. Incompatibility: Hazardous.Polymerization: ;Will,not occur. None known De Conditions to Avoid: composition Products: 4 i None known None known HEALTH HAZARD DATA - Known Hazards: i None known Signs and Symptoms of Exposure:, None expected from routine use/installation according'to manufacturer's- specifications and technical guides. i Routes of Exposure: None known Carcinogenicity: No ingredients.are classified as a carcinogen by IARC, NTP or OSHA. Medical Conditions , Aggravated by Exposure: Eye,skin, and respiratory conditions. EMERGENCY AND,FIRST AID PROCEDURES Eyes: ` Hold eyelids apart and flush with water if dust,debris,etc.from work o into the eyes. Do`not ets rub the eyes as this can cause corneal `abrasions. Cali a verhead g physician if irritation cont" nues or if redness;swelling,or similar symptoms occur. Not applicable. Practice good hygiene;i.e.wash hands during breaks before eating or smoking,and after work. e Inhalation: Not applicable. Ingestion: Not a potential route of exposure ` Other:. Referral to a physician is-recommended if there is any question about the seriousness of any injury/exposure. *• 218 �SBVinyL/VBSthroughinnovation'&education•Hilti'Firesto Gu'' 1_ 11111115 t CONTROL MEASURES AND PERSONAL PROTECTIVE EQUIPMENT Ventilation: General(natural or mecha Eye Protection: nically induced fresh air movements): Not required, however,safety glasses should be worn in m Skin Protection: '. None required;however,(cotton)gloves ost industrial settings. recommended: N' Respiratory-Protection: o respiratory protection is,needed for normal application of this product. If any " NIO is generated during use or during any cutting or grinding operations, use a • N1OSH-approved dust mask. PRECAUTIONS FOR SAFE HANDLING AND USE Handling and Storing Precautions:Spill Procedures: Store in a cool dry area. Follow installation instructions. - No special requirements. REGULATORY INFORMATION. Hazard Communication: This product 1is considered to be iarticlei as defined in the federal OSHA DOT Shipping Communication Standard. Hazard. PPtng Name: ,Not regulated. TSCA Inventory Status:" Chemical components listed on TSCA inventory. SARA Title III,Section 313: This product is classified as an"article"and is not subject to reporting _ EPA Waste Code(s): under Section 313 of SARA Title III(40 CFR Part 372) ' Not regulated by EPA ,as a hazardous waste Waste Disposal Methods. i Consult with regulatory agencies or your corporate personnel for dis osal m ethods that comply with local, state,and federal safety, health and environ ental regulations. P CONTACTS Customer Service: 1 800,879 8000 Technical Service: 1 800 879 8000 Emergency: 1 800 879 4444 Health/Safety: 1 800 879 6000 Steve Gerrard.(x6309) Jerry Metcalf(x6704) The information and recommendations contained herein are based upon data believed to be correct;however,no guarantee or warranty of any kind expressed or implied is made with respect to the information provided. - r Saviny LIUeS,through innovation&education•Hilti Flfe$tOp Guide 2001 Hilti U.S.'1-800-879-8000/`Mm-us.hdb:coin 219 K t i i i t Northbrook,Illinois•(847) 2724800 SUnderwriters Laboratories Inc.® ' McMile,NewYork•(5"i6),271 6200 Sania Clara,California•(408) 985-2400 Research Triangle Park, North Carolina•(919) 549-1400 ® j Camas,Washington•(360) 817-5500 CERTI IC TE; OF COO PLIANCE CERTIFICATE NUMBER: 240798 R15431 . ISSUE DATE: July 24, 1998 Issued to' Hilti Construction Chemicals Inca. 5400 S. 122nd East Avenue Tulsa, OK , 74146 USA Report Reference: R13240, March 23, 1998 - This is to Certify that , representative samples of: Firestop Collar, desigg ated CP 643 50/1.5, CP 643 63/2, CP 643 9023 and CP 643 110/4 . The various suffixes for the designations indicates nominaloutside diameter of the ppe (mm/in.) on which the device is intended to pi e b installed. . Have been investigated by Underwriters Laboratories Inc. in accordance with the Standards) indicated on this Certificate.;. Standard(s)for Safety: UL 1479, Fire.Tests of 'Through-Penetration _ Firestops. Additionallnforihation: ` This material is intended',.to be used in sari ous Through-Penetration • Firestop Systems as saecified in Volume 2 of UL•s Fire Resistance Directory. ` ; , Only those products bearing the UL Classification lYl Classif►catioa and Follow-Up Se arking should be considered as being covered by UL's rvice The UL Classification IGlarlting includes:the name"Underwriters Laboratoricsqnc."the word"Classified';a control number{may be alphanumeric)assigned by UL;a statement to indicate the extent of UL's evaluation of the product; and, the product category name(product identity)as indicated in the appropriate UL Directory,' Engineer:� l( w Engineer: nderwrite�, o—a�,oriln . �de� Inc. 2000-44C.(4/96) o iuratinn Fira t SaU1nOL1UP,S thrnnnh innniWinn R .Nilti InSMIlation instructions or CP 643 - o d• - FlroOtop 1. Clean plastic pipe 2. Close remainingSy'�m gap 3. Close collar' 4.Attach.fastening 5.Fasten collar and to provide smoke and hooks gas tight seal installation plate (if required) Opening I. .Clean the plastic pipes. Expansion of the intumescent material To secure the CP 643 firestop collar, use Hilti anchors/fasteners. during.a fire acts to close the plastic i'e:Very di For maintenance reasons,a penetration seal could be p pep Y dirty pipes with, permanently marked with an identification plate. In such a case for example, remains of mortar, may lead to a delay in.this mark the identification plate and fasten it in a visible position. _ closing action. Badly soiled plastic pipes should,therefore, be cleaned in the area where the CP 643 firestop collar is to next to the seal. e be installed: Notice about approvals - Application of firestop system When making a pipe seal using Hilti CP 643 Intumescent'Firestop 2'. Seal the opening. Gaps must be closed with FS=ONE. The Collar, please refer to the UL directory or Hilti Firestop Manual for restrictions as to opening size,type and thickness of wall.or floor, approved methods vary-and are given:in the specific UL system.� maximum pipe diameter,etc. 3. Close the CP 643 firestop collar. Place the CP 643 firestop collar Not to be used... around the plastic pipe and lock the closure with firm pressure until it latches. p With folded and coiled sheet-metal and cast-iron pipes (not tested) 4. Attach fastening hooks. The fastening hooks can be attached to In highly corrosive surroundings f various points on the metal housing.This allows the attacheWith unapproved anchors/fasteners points to be made to suit'the.space available in each case.fastening Safety precautions The hooks must be positioned as symmetrically as possible. Keep out of the reach of children. The required number of fastening hooks is indicated on Read the material safety data sheet. the packaging. Storage 5. Fastening the CP 643 firestop.collar. Only when fastened ro erl • Store only in the.original packaging in.a location protected can CP 643 protect against fire passing through. p p Y from moisture. Mark the fastening points. Drill holes with a Hilt!rotary hammer drill(i.e.TE 5) or, depending on base material,fasten using Hilti power actuated tool(e.g. DXA 40). Product description. t?Ci9liCa Dada A ready-to-use firestop collar,made of a galvanized steel Firestop Collar housing and intumescent inserts for firestopping ` combustible pipes I Product features . o a Adjustable mounting tabs - a Ready-to-use collar;no construction required,therefore Y fast installation time o •o o o. . a t Areas of application c " Firestopping combustible pipes up to 4"in diameter in CP 643-50/1.5" 1.4-2. 0.9 2 penetrations throughfire walls and floors. 0 2.8 2 c CP 643 63/2" 2.0-2.5 3.4 1:3 2 != Suitable for the following pipe materials: CP 643-90/31, 2.6-3.6 4.9 1.7 3 PVC,CPVC,ABS,PVDF,PP and FRPP. CP 643-110/4" 3.6 4.5 6.0 1.9 3AntagelCusGsmer�lne For use with ^ ` Concrete,masonry,wood floor and Approvals � 3utb ar1 �Eto � � � "Se Qf fo sus Wall and floor assemblies rated up to gypsum shourssall assemblies ICBO Evaluation Service Inc.. * 1 -ON Report No.ER 5071 � tlfpo��tC&{6R a T s e � YPe of installation Califomia State fire Marshal � t � E Wall:two collars,one on each side Listing No.4485-1200110' i��hAtilfoIgiJol� n Floor:one collar on underside(bottom) City of New York '' mkt Example MEA 113-96-M,Vol.III` __.: f �; p Waste water pipes Tested in accordance with Fresh water pipes •UL 1479 •ASTM E 814 .Insbiiation instructions for CP 643 Opening To Internationally tested and approved 1. Clean the plastic pipes. Expansion of the intumescent c. anchor secure the CP 643 firestop collar, use Hiiti , material during a fire acts to close the plastic pipe.very nctrors/fasteners. dirty pipes with,for example,remains of mortar,may lead d. For maintenance reasons,a penetration seal can be pss nsroaoencE to a delay in this closing action. Soiled plastic pipes permanently marked with an identification plate and Uus FOR USE @4 WOUGH-PENE7RAMN should, therefore,.be Cleaned in the area where the. FlREMP SnrEnu fastened in a visible position next to the seal: L SEE UL RRE RESMMcE DIRECTORY CP643 firestop collar is to be installed. 5N7e Notice about'approvals Application of firestop system When making a pipe seal using Hitti CP 643 Intumescent 2. Seal the opening.Gaps must be closed with FS-ONE. Firestop Collar,please refer to the UL Fire Resistance The approved methods vary and are given in the specific Directory or the Hilt firestop Manual for complete F� UL system. details,including restrictions as to opening size,type and 3. Close the CP 643 firestop collar. Place the CP 643 thickness of wall or floor,maximum pipe diameter,etc. z arvaoven firestop.collar around the plastic pipe and lock the Not for use.... closure by applying firm pressure until it latches. With metal pipes C 4.Attaeh fastening hooks.The fastening hooks can be In highly corrosive surroundings British Standard attached to Various points on the metal housing.This o allows the fastening points to be made to suit the space With unapproved anchas/tasteners r available In each case.The hooks must be positioned as Safe 1 symmetrically as possible. The required number of t precautions Keep out of the reach of children -- - fastening hooks is indicated on the packaging. 5. Fastening the CP,643 firestop collar. Only when Read the Material Safety Data Sheet fastened properly can CP 643 offer protection against Storage fire passing through. Store only. in the on trial acka in 9 P g g tin a location a. Mark the fastening points. protected from moisture" b. Drill holes with a Hilti rotary hammer drill(i.e.TE 5)or, depending on base material,fasten using Hifti power actuated too{. _ a J��r®yS� latest product information.: f.clean plastic pipe 2.Close remarr rn g 3 Close collar 4.Attach fastening 5. I WWW,us.iHlti.Com gap to Provide smoke Fasten collar and and gas resistant seal identification plate(if ' ordering information see page: required) On r IMMUMMUMMMUMMUMMMMSDS No.: 259 t Revision No.: o10 p Revision Date: 08/17/04 Page 1 of 2 Product name: FS-0NE High Pertormance Intumescent Firestop Sealant Description: One part acrylic-based sealant Supplier: Hilti, Inc. P.O.Box 21148,Tulsa,OK 74121 Emergency#(Chsem Trec) 1 800 424 9300(USA PR Virgin Islands Canada):001 703 527 3887(other countries) KoF • ��"Shr'''�n�t�..t, i'�'4°�� rx"$iu yyr x�:ni�3C�yx.`-�`'C�i 3"*n ��.t ��, '? xf REI]IEN FS1�D FQSIJFiMtTSEt Polyacrylate dispersion Mixfure `. , NE Calcium carbonate NE NE 001317 65 3 5 mg/m3(T) 10 mg/m3(T) NE Zinc borate 13.8265-88 -0 ,_ 'NE Ammonium polyphosphate' NE - NE -068333-79-9 NE _ NE NE Talc 014807-96-6 20 m cf Expandable graphite PP 2 mg/m3 NE 012777-87-6 . 3 Ethylene glycol 5 mg/m (T) 2 mg/rri3(T) NE 000107-21-1 NE C100 m 3' Polybutene 009003-29-6 , NE g/m (A) NE Iron oxide � NE , NE Glass filament 001309-37-1 10 mgmg/05 mg/m3 NE 065997-17-3 NE Silicon dioxide 5 mg/m3(T) NE Water 014808 60-7 0.05 mg/m3(T) 0.1 mg/m3(T) NE 007732 18-5 NE NE NE Abbreviations: PEL"-OSHA Permissible Exposure Limit. TLV=ACGIH Threshold Limit Value. C=Ceiling. STEL=Short Term Exposure Limit. NE=None Established. NA=Not Applicable. IT)indicates"as total dust". (R)indicates"as respirable fraction". (A) indicates"as an aerosol".. mppcf=million particles per cubic foot. 0F' +r•v .�h •, eui T -v - +t -+' ..y },`"5 �� '`'` '`�'7`,✓,s'-t`� 1+' •s P Y trr�, L�DA go dl� s ^t.'•�a* Gt 5' J 'S1.;t. *"_.;F r t".'d t 1,,r s.t€+,tz ..4_-.ate a w .r.. '^ s a`�'-"c �` �t''. �-'`y� '••.a Y 'imm �i`'^""` ,. r'.t't ss' *i= ,:'twkdY7 RIM-, � •z.r Red paste- gg � xr ate" -g cn X-� r f Odorless. Not deteined. t� ti 23mbar @ 20C/68F Not applicable. E+ igrah4"Rated , � _ }y?I 75.0 /L Not applicable.. } � k� r ; ! It11J4 8teE1 I r .Soluble. 1.5 Not determined 151�E,x�NDEXPE.t�S_(OI,�H`A��tbi4�tA�� LF C s xt y,�� ~cam, - 3`` J 0 i$Y i:.'`:. •a�.++.+ �- �C Non-flammable. �Fa:� akle�(.frrtrh:�.�� I�- Not applicable. Not applicable.'Use extinguishing media as appropriate for surrounding fire. �S�e tal =f=ry�ttn�'� None known Use a self-contained b apparatus when fighting fires involving chemicals. reathin9 PP rusuar �atts$E�t losrari � k None known. Thermal decomposition products can be formed such as oxides of carbon,.sulfur Haa> is, � � and phosphorous. p. y� . �J�� t^'�5 "�`"`st3'" <`�se� �•�� Stable.. ��lazartlol)�SuP�4ty,�►erJ�;?itia�;�. �� Will not occur: it omp3rc Strong acids,peroxides,and oxidizing agents. �Der�t� q � hr� Thermal decomposi#ion can yield CO and CO2. , Cotlrt;onfoAkold kf ", None known. S n .•":{u�,.'1 st 'are,ry a - a�h.?• (vw" y?"gg.41' ,v s PrG, ': •a yz• •e¢ s r yxk ?., a fty. % - " w`` u". Ra 1;fra. a ^..:, s'"`tfHEIALTH'{IRU DAYA ' da R ml'' t ems} sa �S:w t ta'�S,y r. 6aG , t .3'. 70,'rim ee•t •s'` T `'-: `3'r +ur .n ,.,..a, ,i- tw ,: "4 .t4 ` '1 �. ri trHazardsk"' None known. 1�1SY�gns andyS ymptoms of ?�_� Possibly irritating upon contact with the eyes or upon repeated contact with the skin. Exposure MIRMetlicat Go[rdrhons Eye and skin conditions. F��g99�vate°c£byF-�xPaErre �'��^'�y Routes of Ex osure Dermal. HILTI®is a registered trademark of Hilti Coro- zCarcma enicij z3. . ' . -. IARC classifies crystalline silica(quartz sand)as Group I based upon evidence among workers in industries where there has been long-term and chronic exposure (via inhalation) to silica dust; e.g, mining, quarry, stone crushing, refractory brick and pottery workers. This product does not h (� r pose a dust hazard therefore this classification is not relevant. Based upon the nature and f Fzr il f ,>ify rl intended use of this product it does not pose an increased cancer risk to woriiers ,zs u „:' Eh�tif EMERGEfi1CY"ANQ�FJRSTAId PRQCEDi Eg ` ;�� -' ..�.. .. ..�,J:n 4iaYii try �+rh�,^ .?tea Immediately flush with plenty of water. Calla occur. if symptoms Skir immediately wipe off material wash physician p with soap and water. Material can adhere to the skin. If material has adhered to.the skin, use an abrasive containing hand cleaner. If material does not.come off,buff with a pumice stone. �IFthafai Move victim to fresh air if discomfort develops. Call a physician if's m toms K� �� ' f Y P persist. �,Rgesfro �J r;�.e y .a i t d a Seek medical attention: Do not induce vomiting unless directed by a physician. If a large quantity $ F was ingested, give 1 to 2 glasses of water to dilute. Never give anything by mouth to an F ;, unconscious person. Referral to a physician is recommended if there is any question about the seriousness of the "a r in u /ex osure Y R�t ref r , aw•gt`F,, F�+kI">! r u'zY lug— __ URES Nt3 PER oN a v .l '�.rP. , GFFQPt9Er ` RN .,c a'M ., t..v:.?i General.(natural or mechanically induced fresh air movements).. 1 �€ iww, Not required, however,safety glasses should be wom in most industrial settings: "S }rt 'rofec6on � � Avoid skin.contact.Cloth gloves are suitable for hand protection. ierato Profecfr©n . None normally required. Where ventilation is inadequate to controlwapors, use a 'NIOSH- � �, approved respirator with organic vapor cartridges. Never enter,a confined space vvithouf an N � � a�pQropnate air-supplied respirator � 4 'ate: PRAtIt3P1S F©ES f1�FHANLtNL1J15-s � � 3 �r �' aix'i5 .z3 v, :v.>::. -mnz ,r i. i o r 3tF3 '1 3�riF*.<_awm st -3 '.";... »tayi. 3,�s ;i, r.. nn°'n' .......Y3 �7antrng �iStot�Pg Store in a cool,d area preferably between 40 and 77 F. Keep from freezing Do not store in Preca<�t[ortsJ 5y � dry P a direct sunlight.- Avoid contact with the eyes or skin. Practice good hygiene; i.e. always wash T51 � thoroughly after handling and before eating or smoking.. For industrial use only. Keep out of ; .�f reach of children. Follow label/use instructions. Immediately wipe away spilled material before it hardens. Place in a container for proper disposal in accordance with all a livable local state or federal rewrements �,_(3�::� � C7� T�i� �C�.a`��a■.,.�J� s, -`r` f A�..'� yy,,.=F+Fi}✓do-�:n J�,�� z `�µl2C- v35 f f ST�SUi4sl�F 3 mi4 1 F B ne'}'y2 $ C7 �,v '4 aza duo n This MSDS has been prepared in accordance with the federal OSHA Hazard Communication rn rcatto Ik ;� 1 � Standard 29 CFR 1910.1200. �t�MiSCo' e � rF Health 1, Flammability 0, Reactivity 0, PPE B - r� � Not regulated.,- �CO ShipPia Not regulated. h lT , A4Y nto fatus fi Chemical components listed on TSCA inventory. . .. �9 R -In wJtl,Secfro (3s � o { � This.product contains <3/o ethylene glycol (CAS 107-21-1) and < 15% zinc borate (re: zinc � t� M p � {# � �1 N 372) ounds which are subject to reporting under Section 313 of SARA Title 111 (40 CFR Part k 'IVasfCode(s � zte Not regulated by EPA as a hazardous waste. 1fVa isposaJ�M�thod A Consult with regulatory agencies or our corporate personnel for disposal methods that'comply: with local,state,and federal safety,health and environmental regulations. mply 2- vxzFxw- W. �ti,ZEr'^m �809 879 8000 5a r�2 a>yM j°k i,,.4s., - �'ss:,,',a 't,�t`.:: .,�•. ,?+ n 1,800 879 8000 ��Iealth �$afefy x '1 800879 6000' Jerry Metcalf , (x6704) Erergenci#(ChemTrv)� '-^x.` 1 800 424 9300(USA,'PR,Virgin Islands,Canada); 001 703 527 3887(other countries) The information'and:recommendations contained herein are based upon,data believed to be correct; however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided. r . MSDS 259, Page 2 of 2 M SD S No.. 262 Revision No.: 003 ® Revision Date: 9/19/02 r Page- Description: of 2 h ! �y �,q"�� 'a'' P� S*f .w^'ui- ��hi r x"ma's,,-�'�•v� -� !� y. �°°,.s ;{ rTi � r.v„r rY a rs ' Product name: CP 643 Firestop Collar `_ � ,t L" Description: Galvanized metal housing containing white polyethylene based intumescent'Supplier: _ Hilti,Inc. P.O. Box 21148,Tulsa,OK 74121 Emergency#(Chem Trec) 1 800 424 9300(USA,PR Virgin Islands Canada);001 703 527.3887(other countries) r .``}� s /t��.x..'� s' .,y "£ 1rc Y,�h.�rJ a4".ems,'. T r a>:t` -Y �WGREDI ¢ C s �i ,�' §3x,3 t xr I F rP �[?t=kPOSUREL1Mt � �,' Not applicable. This product is considered to be S an"article" 29 CFR 1910.1200/1926.59: rt cle"as defined in the federal OSHA Hazard- Communication Standard '``is»„ satfi '• r fi x -. •;,c RrT .vxa�3 .. r d�y"{4a�s'y' re`'xg's�if?zx'st9 • fq s x•3 .ry h .�i »?.»7 a�NI ci tSw. 2 `-y ,e'„g <r •M 3r t w pea +,,.F -" ?.-•' F«.�,• t - .- Metal ring/collar r dor' � ;ap@ehslrt Not applicable xvnamng *3,: None . . BoiLni t E, � � b res µre k f "t Not applicable' Not applicable r �•+'w I x�r� � -r '"a I r w"'�,•pis �v ! rr3 - �'/E3GrwAD `"*'- Not applicable . a nl tlY r � � n°"Y pp able pReK � jFsv Not applicable � applicable Not Spe�►f`rcGra� i i � Not applicable I 3 r7 wHr z r spa 3 Not applicable. ' a«�Nd "'xg {fix` rdst. 1r�.xS `tr` asr�t.y, i, - ,r. , ,:Iz'r» a !z s3i,.:.?u n axi.xrr» � � ,.1'{sy--W.xz � .� !!x `-n+' •' 511i.H ON laStLkP Rt Tr r �� i �» a 0 �� r � Not applicable , �t Not applicable �; � e Not applicable;as appropriate forsurroundrng fire. �x r Not applicable for this product. �l�nusud[��r�r�a►tdaEiI"�os�tar�� `. . ' r� azaxifs � Y itM d None known.Product serves as a Firestop; intumescent material inside the collar expands when exposed to temperatures>120D C/2500 F. MW' :� ',-a^,s. ;ai`� � ,^r-'€>�r} 'R xC + s,.. 't a,.fig vYir- Mu.gr�l w ��y r ''.{;sREA' '� +� W as 4•n"y`tay Y g �g- F.... _,; 'F'e-` ':.#'V'�+ `�'N'i MitltX^ � r4 g `ke ix" 7 +vxtd Stable. - --+ ,' R��ri.�Nc -M` I o'b �} qaa ous P IY riza Tt�a Will not occur ,rirrpafi}71t x'#'�''-��..�'' `off' isx.. � a �fii"`` Y ""4"n r None known © � r a .r 'r �. t' ► 4 'ract .t None know ,... { �CorfranstaYQ�ca Noneknown n �s 95 ixu ?f d P m z t a v a r � +•'zc r i�>-'".xrz� Ste+ k i 5��iiir .� ° ,z"��„t �s 1�.$ :„y � x�•rh> Y.�Lx. vx�!, ry'��,�"kr �3-ih�,.a �'".�,..,�� °�r '�'r��"•r�3�'a�I�� ¢r��x: � �%^" �,....rl ,-. ! MIN W.y�l�n ,�.� � {` ''d�4 �-� n'OW aZd�dS�"�`��1"�'��$ a? ``fie` s-` s, .None known a � o des of y ' Expi None known r �yP#0 � ?� None ex ected from routine use/installation accordin to manufacturer's specifications and Exo sure & l � e� g s _ p technical guides. �,Carcin�e�ilcii��.`l� `'�z �' �ti°3-� • No ingredients are classified as a carcinogen by IARC,NTP or OSHA. I MedicatCon'ilrfins� z�r�r# h�ag9��teg�b„Y��xPgSure�`ke•�� None known • s {x t t f - ,:( 3r»� ,«ski 5 ' �EMERGENC�'ANDFIRSTIfiIDQROC w ,4:t _ S .t�' "S �i :. •�' s�-..*'tm M" .a$iS i ��F � � 3::F �� Lhs � i fi'° `• * k: .f ri, .�s" h �,� s '. z.»e..::. t. �:z,..-,a„-.;3e �,r;5r .7h `s. .r! 5.`a`Y..•. - .. x f to ri'"ruy'x",?ri.e fl u4ra%,"•.a'ms` '�'*.i E ;, Eyes z r Hold eyelids apart and flush with water if dust,debris,etc. from work overhead gets into the ED eyes. Do not rub the eyes as this can cause co into Call a y -. w s 3 continues or if redness,swelling,or i physician if irritation F ry 9 s milar symptoms occur. Not applicable. Practice good hygiene; i.e. wash hands..during breaks, before eating or smoking,and after work: i a o Nt applicable... •: ,, i Not potential route ofexposure r , r 3 HILT)0 is a registered trademark of Hilt Corn Referral to a physician sician is recommended if there'is an ' IE y y question about the seriousness of any injury/exposure. �i�,�1C.QNTROL CAa�T�I 4awxi ..:.: i ti $'ei -^a"st--.. I?ES ANQ PERSONAL PROTE f .r ' a�". `. '- -`5 q ».:71rQ��PNtE[Yr.:+r n,C 'R-v"'"`-Y '},�3 ., 1`r-r..�-;"off •.a.i,:7 I, .._ .•T..,,,..v��l 1?.,:.s •, e 's2 z" .�, entllaflrl t + d ( F d p i General natural or mechanically induced fresh air movements). y iec°tt sl Not required, however,safety glasses should be worn in most industrial 'r �.-�•��"�,�` � settings. Slclft cote�,tla � None required; however,(cotton)gloves recommended. teatoryP�cofg�f>or � ; No respiratory protection is needed for normal application of thisproduct. x •?a '`.'"s. '1�,i.i`Rt�''h ,'Srp .nF",.'�'+ �y'i'�j '"� �e� b'`� .' '`i---''�" w xRECAf}TIO�NSx{7E S¢FE D1NOf3 G� � ��V� -,,�_ k�and ryrr alyd;Sforin f�1<+� ,�-� rs i.R4 l Store in a cool dry area. Follow installation instructions. a'�- �� ,��,�-��1 No special requirements. NMI .e' i G'3'"x"'.$ �s+, '`� �:.it�t�'ar �� ''t�,>i•q'*''• F'�u - >.^.Y�w�x �&,w' Y ° "y�I.,4.,,n N'' x mar r t �YREGUi 4TOi25INFFtIttOtd � , 11 v,,� � a2a' �azatk,Ca nici� r � rr } r This product is considered to be an "article" as defined in the federal OSHA Hazard 4 2� o 0 � a Communication Standard. OQFSf�i�fspin Na e � Not regulated. cf�'rr ttZl 3 � *amok? Chemical c '� PIC 1 pp Not re ulated. ��l�et6R fatursiva, components listed on TSCA inventory. E This product is classified as an"article"and is not subject to reporting under Section313 of SARA Title 111(40 CFR.Part 372 F��'S1<[d$Ce'Ot�� Z•"sr l�h�tY''a llot regulated by EPA as a hazardous waste syDlspoa� odg� F Consult with regulatory agencies or your corporate.personnel for disposal methods that comply with local,state,andfederal safety,health and environmental regulations.MWIR MY! s �+: ,3' i _.:•f't� 'v m^+M1 ` 1-.M-'�lf�Af►�•�' k ,'�'6,.°.aE7`y,:"kpJ '` 3 9" 1 - Y.3 .. - - `zt'x.*'.;- d a ��u F- k�"'z."S"a ON L'rlsfornerServEe ' q � s 1 800 879 8000 r��a� �„��a� ,� x�.�, •r�i ��kec[t,►eat�'�Servlc�„� �� 1 800 879 8000 l ea $aft' ",�`�'� ��- 1 • � +w 1 800 879 6000. Jerry Metcalf (x6704) E.;,'W��2ELG�/-S� �tzG�LEl1� C.� i �• , €q 1 800 424 9300(usA,PR,Virgin islands;Canada); 001 703 527 3887(other countries) l The information and recommendations contained herein are based upon data believed to be correct;however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided MSDS 262, Page 2 of 2 II . Northbrook,Illinois•(847) 272-8800 Melville,New York�(631) 271-6200 Santa Clara,Califomia•(408) 985-2400 Research Triangle Park, North Carolina,(919) 549-1400 �L Underwriters Laboratories Inc.O Camas,Washington'(360) 817-5500 CERTIFICATE OF COMPLIANCE ' CERTIFICATE NUMBER: 070303-R13240E ISSUE DATE: March 7,2003 Issued to: Page 1 of 1 Hil1i Construction Chemicals,div.of I3i)ti Inc. 5400 S 122nd East Avenue Tulsa,OK 74146 Report Reference: R13240,February`14;1997 This is to Certify that representative samples of: One part Sealant,designated as FS One(also identified as CI1612) => a Have been investigated by Underwriters"Laboratories Inc.®in accordan on this Certificate. ce with the Standard(s) indicated Standards)for Safety: ANSI/UL1479,Fire Tests of Through-Penetration Firestops ' ANSI/UL 2019,Tests for Fire Resistance of Building Joint Systems.. Additional Information: ._ FS One Sealant intended for use as a Classified Fill,Void or Cavity 1`laterial For use in various Through-Penetration Fires top Systems and Joint Systems as specified in UL's Fite Resistance Directory Volume 2. w ' J Only those products bearing the UL,Classification Marking should be considered as being covered by UL's Classification and Follow-Up Service., The U) Classificltion:Njarking ineludi UL in a cirde symbol: yt with the word"CLASSIFICD'(as shown);a control number(may he alphanumeric)assigned by UL;a statement tb indicate the extent of UL's cvahiation of the product;and,the identity)as indicated in the appropriate UL Directory. product category n:une(p roduct 7-e . ��Engineer: Review Engineer Robert S.Luka Richard N,Walke*Underwriters Lab . Underwriters Laboratories Inc. A not-for-p(ofit organization dedicated to public safety and committed to quality service 8� _ saving Lives throuoh innovation R Pdi iration I H I ilti Firpef,,R";Ao')ono nn , ,- -- - Underwriters - Northbrook Division ® Laboratories Inc.© 333PfiVenRoad Northbrook,IL 60062-2096 LISA www.uf.com ' tel:1 847 272 8800 KI IFICATEOF CO MPLI CERTIFICATE NUMBER 260204 R15431B ISSUE DATE: February 26, 2004 Page 1 of 1 Issued to: Hdti Construction Chemicals,Div Of Hilti Inc' 5400 S 122nd East Ave Tulsa,OK 14146 Report Reference: R15431- 03NK33473(R13240) This is to Certify that representative.samples of CP 643-N(mayinclude a size designation between"643"and"N")Firestop Collar. i Have been investigated by Underwriters Laboratories Inc.® in acco on this Certificate, rdance with the Standard(s) indicated Standard(s) for Safety; Fire Tests of Through Penetration Firestops,UL1479 dated May23,2003, Standard Method of Fire Tests'of Firestop Systems,ULC-5115-95. Additional Information: The products noted in this Certificate of Co rnpliance are intended for Through- Penetration Firestop Systems described in the Underwriters Laboratories Fire Resistance Directory"and the Products Certified for Canada Directory Only those products bearing the -LTL'Classification Marking should be considered ai covered by UL's Classification and Follow-Up Service. s being I The UL classification e Markng includes:LJL in a circle symbol.® With-the word"alphanumeric)assigned b CLASSIFIED' (as shown);a control number i Y LJI;a statement to indicate the extent of lus evaluation of the product; the mducccate o (may idenrft�as indicated be in the appropriate UL Directory. p, category name(product a .-�+e �. ReviewEngineer. Howard.Grvszynski � ' Underwriters Laboratories Inc. Richard Walke Underwriters Laboratories Inc. f j de ,*' I l System No. C—AH 155 ` F Rating — 3 Hr T Rating — 0 Hr L Rating At Ambient — Less Than 1 CFM/sq ft L Rating At 400 F - 4 CFM/sq ft . 413 1 . 46 2 SECTION A—A 1. Floor or Wall Assembly — Min 4-1/2 in, thick reinforced lightweight or, normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified Concrete Blocks'. Max diom of opening is 26 in. See Concrete Blocks'(CAZT) ;category in.Fire Resistance Directory for names of manufacturers. 2. Metallic Sleeve (Optional) Nom 24 in. diom (or smaller) Schedule 40 (or heavier) steel pipe cost or grouted into floor or wall assembly,' flush with floor or wall assembly, 3. Through .Penetrants —, One metallic pipe or. tubing to be installed either`' concentrically or eccentrically within the firestop system. Pipe or tubing to 'be rigidly supported on both sides of floor or wall assembly: The annular space shall be min 0 in,(point contact) to mox 2-1/4 in, The following types.and sizes of metallic pipes or tubing moy.be used: A. Steel.Pipe — Nom 20 in. diom;(or smaller) Schedule 10 (or heavier) steel pipe. B. Iron Pipe Nom 20 in. diom (or smaller) cast or ductile iron pipe. C.Conduit = Nom 4 in. diom (or smaller) steel electrical metallic tubing or nom 6 in, diom (or'smaller) steel. electrical metallic tubing or nom 6 in, diom (or smaller) steel conduit. D. Copper Tubing - Nom 6 in. diom (or smaller) Type L (or heavier) copper tubing. E. Copper Pipe — Nom 6 in. diom (or smaller) Regular (or heavier) copper pipe IF i Reproduced by HILTI, Inc. Courtesy of FlRMW SftMW Underwriters Laboratories, Inc. September 26, 2000. CUS' Pgge: 1 of 2 i i w - I r System No. C—AJ-1155 LO F Rating 3, Hr r T Rating; - 0 Hr { L Rating At Ambient - Less Than 1 CFM/sq ft L Rating At 400 F - 4 CFM/sq ft. j F R I I 4. Firestop System -The firestop system shall consist. of the'following:_ A. Packing Material — Min 4' in. thickness of min '4.0 pcf mineral wool i butt insulation firmly paced into opening as o permanent form. Packing material to be recessed from top end of sleeve-for floors or from both ends of sleeve for walls as.required to accommodate the required thickness of fill moterial, B. Fill, Void or Cavity Material* — Sealant — Min 1/2 in. thickness of fill .material applied within the annulus, flush with the top end of the sleeve for floors, or with both ends.of the sleeve for walls. Min 1/2 in. thick bead of all material to be installed around pipe ,of interface of.sleeve for point contact installations. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC —. FS—ONE Sealant *Bearing the UL Classification Marking CPOReproduced by.,HUI, Inc. Courtesy of• �/2. FlRERM SYSTBILS Underwriters Loboratories, Inc. September 25, 2000 C ®� Pa9 e: 2 of 2 . , : I ' System No. C-AJ- 1226 F RATING = N 3—HR. N T RATING = O--HR: L Rating At Ambient Less than 1 CFM/Sq Ft L Rating At 400 F 4 CFM/Sq Ft , 4 A 4B B 2 1 • i 4A . SECTION A—A 1. Floor.or Wall Assembly -Min 4-1/2 in. thick reinforced lightweight or normol weight (100-150 pcf) concrete. Wall may also be constructed of any UL Classified.Concrete Blocks". Max diom of opening,is 32 in. 2. Metollic Sleeve -- (Optional) Nom 32 in. diom (or.smaller) Schedule 40 '(or heavier) stee'V sleeve cost or grouted into floor or.wall assembly, flush with floor or wall surfaces or extending a mox of 3 in. above floor or beyond -both surfaces of wall. ! 3, Through—Penetrant One metallic pipe, tube or' conduit to be installed either concentrically or eccentrically within the firestop system. The annular space between penetrant and periphery of opening shall be min 0 in. (point contact) 'to mox 1-7/8 in. Penetrant moy be installed with continuous point I contact. Penetrant to be rigidly supported on both sides of floor or wall assembly. The following types and sizes`of metallic penetrants may be used: A. Steel Pi' -- Nom 30 in..di'am (or smaller) Schedule 10 (or heavier) steel pipe. B. Iron'Pipe,— Nom 30 in.`diom (or smaller) cost or ductile iron pipe: C. Copper Rpe'-- Nom 6 in. diom (or smaller) Regular (or heavier) copper pipe: D. Copper Tubing ppr„ g -- Nom 6 in. diom(or smaller) Type L (or heavier) copper tubing. E. Conduit -- 'Nom 6 in.'diom (or smaller) steel conduit: F. Conduit — Nom 4 in. diom (or,-smaller) steel electricof,metallic.tubing' (EMT). j SS 1 i-, Reproduced by HILTI, Inc. Courtesy of . FIRESTOP SYSTEMS Underwriters:Loborotories, Inc. a I October 30, 2003 C �® US Page: 1 of 2 System No. C=AJ-1226 F RATING = 3—HR. T RATING = O-HR. - Q L Rating At Ambient — Less than 1 CFM/Sq 'Ft v L Rating At 400 F L 4 CFM/Sq Ft f 7 t 4. Firestop System - The firestop system shall consist of the following: I A. Pocking Material -- Min 4 in.,'thickness of:min -4 pcf mineral wool butt insulation ,firmly pockedF' I into opening as a permanent form. Packing material to be recessed from top surface of floor or sleeve or from both surfaces of. wall or sleeve as required to accommodate the required thickness of,, j fill material. B. Fill, Void or Cavity Material* -- Sealant =— Min 1/4 in. thickness of fill material applied within the annulus, flush,with top surface of floor or sleeve or with both surfaces of wall or sleeve. At the point or continuous contact locations between penetrant and concrete or sleeve, a min. 1/4 in. diam bead of fill material shall be applied ot;the concrete or sleeve/ pipe penetrant interface on the top surface of floor and on both surfaces of wall. a. HILTI CONSTRUCTION CHEMICALS,,DIV OF HILTI INC= -- FS—One Sealant *Bearing the UL Classification. Mark I L: ' y s I • I i I Reproduced by HILTI, Inc. Courtesy of ! Underwntey rs Laboratories, Inc. U FIRESTOP SYSTEMS October 30, 2003 C ® US Page: 2 of 2 r i System No. C-AJ-5091 0 F Rating-2 Hr a T Rating 1 Hr, ca L Rating At Ambient-4 CFM/Sq Ft L Rating At 400 F-Less Than 1 CFM/Sq Ft A 5B 3 ' 5A A SECTION A-A 1.Floor or Wall Assembly-Min 4-112 in.thick reinforced lightweight or normal weight(100-150 pcf)concrete.Wall may also be constructed of any UL Classified Concrete Blocks*.Max diam of opening is 19412 in. See Concrete Blocks(CAZT)category in.the Fire.Resistance directory for names of manufacturers. - 2.Metallic Sleeve-(Optional)-Nom 20 in.diam.(or smaller)Schedule 10(or heavier)steel pipe. 3.Through Penetrants-One metallic pipe-or tubing to be installed-either concentrically or-eccentrically within the firestop system-Pipe or-tubing-to ' be rigidly supported on both sides of floor or wall assembly.The following types and sizes of metallic pipes or tubing may be used: A.Steel Pipe Nom 12 in:diam(or smaller)Schedule 10(or heavier)steel pipe. B.Copper Pipe-Nom 6 in.diam(or smaller)Regular(or heavier)copper pipe. C.Copper Tubing-Nom 6 in.diam(or smaller)Type L(or heavier)copper tubing. 4.Pipe Covering-Nom 2 in.thick hollow cylindrical heavy density(min 3.5 pcf)glass fiber units jacketed on the outside with an all-service jacket. Longitudinal joints sealed with metal fasteners or factory-applied,self-sealing lap tape.Transverse joints secured with metal fasteners or with butt tape,supplied with the product.The annular space between the insulated pipe and the edge of the periphery of the opening shall be min 112 in.to a max 2-114 in. See Pipe 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. 4A.Pipe Covering-'(Not Shown)-As an alternate to Item 4,max 2 in.thick cylindrical calcium silicate(min 14 pcf)units sized to the outside diam'of the'pipeor tube maybe`used.Pipe insulation secured with stainless steel bands or min 8 AWG stainless steel wire spaced max 12 in.OC.The, annular space shall be min i12 in.to max 2-1/4 in. 5.Frestop System-The firestop system shall consist of the following: A,Packing Material-Min 4 in.thickness of min 4 pcf mineral wool bait insulation firmly packed into opening as a permanent form.Packing - - material to be recessed from top surface of floor or from both surfaces of wall as required to,accommodate the required thickness of fill material. . B.Fill,Void or Cavity Material* Sealant-Min 1/2 in.thickness of fill material applied within the annulus,flush with top surface of floor or with both surfaces of wall. HILTI CONSTRUCTION CHEMICALS,DIV OF HILT]INC-FS-One Sealant *Bearing the UL Classification Mark p,SS/F/ �® Reproduced by HILTI Inc.Courtesy of �O Underwriters Laboratories,Inc. C) FIRESTOP SYSTEMS- September 15;2004 C ® US. I t System No. W-L-1054 U 0 F Ratings 1 and 2 Hr (See Items 1 and'3) T Rating — 0 Hr L Rating At Ambient — Less Than 1 CFM/Sq Ft L Rating At 400 F 4 CFM/Sq Ft 3 1A s e I j I 2 1B r � A I , I SECTION A-A 1. Wall Assembly -- The 1 or 2 hr fire—rated gypsum wallboord/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 studs or steel channel studs. Wood studs to consist of nom 2 by 4 in. lumber spaced 16 in.:OC. Steel studs to be min 2-1/2 in. wide and, spaced max 24 in. OC. When steel studs are used and the diam of opening exceeds the width of stud cavity, the opening shall be framed on all sides using lengths of steel stud installed between the vertical studs and screw-ottoched to the steel studs ot.eoch end. The-framed.opening in the wall i shall be 4 to 6 in: wider and 4 to 6 in.,higher than the diam of the penetrating item such that, F when the penetrating item is installed in the opening, a 2 to 3 in. clearance is present between the penetrating item and the framing on all .four sides. B. Gypsum Board* — 5/8 in. thick, 4 ft,.wide with square or tapered edges. The gypsum board type, thickness, number,of layers, fastener type and sheet orientation shall be as specified in the individual I U300 or U400 Series Design in the UL Fire Resistance Directory. Max diom of opening is 32-1/4 in. for steel stud walls. Mox.diam of opening is 14-1/2 in. for wood'stud walls. The F_ Rating of the firestop system is equal to the fire rating'of the.wall assembly. i Reproduced by HILTI, Inc. Courtesy of Underwriters Laboratories, Inc. f nFESW SYSTEMS December 4, 2002 C e L UO Page: 1 of 2 System . No. W—L-1054 0 F Ratings -- 1 and 2 Hr (See Items 1 and 3) T Rating — 0 Hr L Rating At Ambient - Less Than 1 CFM/Sq Ft L Rating At 400 F — 4 CFM/Sq Ft 2. Through—Penetrants —= One metallic' pipe, conduit or tubing to be installed either concentrically or eccentrically within the firestop system. The annular space shall be min 0.in. to max 2=1/4 in. Pipe may be installed,with continuous point contact. Pipe, conduit or tubing may be installed at on angle not greater than"45 degrees from "perpendicular. 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 30 in diam (or smaller) Schedule 10 (or'heavier) steel pipe. B. Iron Pipe -- Nom 30 in. diam (or smaller) cast or`ductile iron pipe. C. Conduit —= Nom 4 in diam (or smaller) steel electrical metallic tubing or 6 .in. diam steel conduit. D. Copper.Tubing -- Nom 6 in. diom,(or smoller) Type L (or heavier) copper. tubing. E. Copper,Pipe --. Nom 6 In: diam`(or smaller) regular (or heavier) copper pipe. 3. fill, Void or Cavity Material* -- Seolont - Min 5/8 in, thickness of fill material applied within the annulus, flush with both surfaces of- wall. 'At the point or continuous.contact locations between pipe and wall, a min 1/2 in. diam beod.of fill material shall be applied at the pipe wall interface'on both surfaces n Of. wall . HILTI CONSTRUCTION CHEMICALS,_DIV OF " HILTI INC -- ES-One Sealant *Beoring the UL Classification Mork , 1 i ,- !AZ KoReproduced by HILTI, Inc. Courtesy of Fl � SYSTIM Underwriters Laboratories, Inc. U December 4, 2002 C ®L p Page: 2 of 2 t I i I System No: W-L-5029 N o F Ratings-1 and 2 Hr(See Item 1) T Ratings-112, 314, 1, 1-112 and 1-314 Hr(See Item 3) L Rating At Ambient-.4 CFMISq Ft L Rating At 400 F- Less Than 1 CFMISq Ft - 4 4 3 3 .. 2 _ 2 -A . I SECTION A-A j 1 I 1.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 U306 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 studs or steel channel studs.Wood studs to consist of nom 2 by 4 in.lumber spaced 16 in.OC.Steel studs to be min 2-1/2 in.wide and spaced max 24 in.OC: B.Gypsum Board* 5/8 in.'thick,4 ft wide,with squared tapered edges.The gypsum board type,thickness,number of layers,fastener r type and sheet orientation shall be as specified in the individual Wall and Partition Design.Max diam'of opening is 18-5/8 in. The hourly F Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed.:. s t 2.Through Penetrants-One metallic pipe or tubing to be centered 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: I A.Steel Pipe`` Nom 12 in.diam(or smaller)Schedule 10(or heavier)steel pipe. B.Copper Tubing:Nom 6 in.diam(or smaller)Type.L(or heavier)copper tubing. C.Copper Pipe-Nom 6 in,diam(or smaller)Regular(or heavier)copper pipe. 3.Pipe Covering*-Nom 1,1-1/2 or 2 in.thick hollow cylindrical heavy density(min 3.5 pcf)glass,fiber units jacketed on the outside with an all service jacket.Longitudinal joints sealed with metal fasteners or facto.ry=applied self-sealing lap tape.Transverse joints secured with metal fasteners i or with butt tape supplied with the product. ® SSIF� { D� Reproduced byHILTI,,ine.Courtesy of 0[]=FTT Underwriters Laboratories,Inc, September 15,2004, FIRESTOP SYSTEMS C. ® US Page: 1 of 2 f System No. W-L-5029 N 0 F.Ratings- 1 and 2 Hr(See Item 1) T Ratings-112, 314, 1,,1.112 and 1.314 Hr(See Item 3)� " L Rating At Ambient-4 CFM/Sq Ft L Rating At 400 F- Less Than 1 CFM/Sq Ft See Pipe and Equipment Covering-Materials(BRGU)category in the Building Material Directory for the 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 of the firestop system is dependent on the hourly fire rating of the wall assembly in whicfi it is installed,the size and type of through penetrant and the pipe covering thickness,'as shown in the table below: Wall AssemblyThrough Penetrant r Annular ace , Pipe Covering Space T Ratin Rating Hr T e+ ' Thkns in: g Hr Ma Yp, , x Diam In. Min In: . Max In. 0` 1-1/2 1/2 1 B or C 2 for 1-1/2 0 , 1-1/2 112 1 A 4 1 1/2: 0 1-1/2 1' 1 ;A 12 2 0 1-7/8 3/4 1 BorC. 6 2 0 17/8 1 2 A 4 1 0 1 1/2 1 2 B or C 4 1 or 1-1/2 0 2 B or C 6 2 0 1-7/8 1 2' A 4 1=1/2 0 1-1/2 1-3/4 - 2 q . . 12 .. 2 0 1-718 1-1/2 2 BorC .. ti 0 *Indicates penetrant type as itemized in Item 2. 3A.Pipe Covering*-(Not Shown)-As an alternate to Item 3,max 2 in.thick cylindrical calcium.silicate(min 14'pcf)units sized to the outside diam of the pipe or tube may be used.Pipe insulation secured with stainless steel bands or min 8 AWG stainless steel wire spaced " max 12 in.OC.When the alterriate,pipe covering is used,the T Rating shall be determined from the table above. See Pipe and Equipment Covering-Materials(BRGU)category in the Building Materials Directory for names of manufacturers'..Ary 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 DeveIoped.,Index of 50 or less may be used: „ 4 Fill,Void or Cavity Material'-Sealant-Min 5/8 in.thickness of fill material applied within the annulus,flush with.both surfaces of wall.At pointcontactlocatiori'li'etween pipe,coverin and gypsumboard,`a min 1/2 in.dram bead of fill material shall be applied at the pipe covering/gypsum board interface on both surfaces of wall. HILTI CONSTRUCTION,CHEMICALS,DIV OF HILT[INC-FS-One Sealant 'Bearing the.UL Classification Mark ® SS I F� D�nP�0 Reproduced by HILTI,1nc,Courtesy of V� Underwriters Laboratories,Inc. 200 15 b t Sepemer , 14 FIRESTOP,SYSTEMS' � C ' ® US � Page:2of2 ° System No. W-L-2128. 00 'F Ratings - 1"and 2 Hr (See Item-1) N T Ratings — 0 Hr � A E SECTION A._A 1. Wall Assembly The 1 or 2 hrrfire=rated gypsum wallboard/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 Dire-ctory-ond shod include the following construction features: . ` A Studs Wall,.f ram ing may consist of either wood studs or steel channel studs.-Wood studs to consist of nom 2,by 4 in. lumber spaced.16 in; OC. Steep studs to ,be min.2-112.in. wide and-spaced mox 24•in. OC. B.;Gypsum°Boo'rd!.5/8 in. thick, 4 ft wide. with square or tapered edges. The gypsum wallboard type; thickness,,number of layers; fastener type and sheet orientation shall be as specified. in-the individual. Wall and Partition Design. Movdiom,of opening''is 3-1/2 in. 2. Metallic Sleeve Optional Noin 3-•1/2.in..(or'smaller) cylindrical sleeve fabricated from min 0.016 in. thick-- (28 gouge) golv sheet steel"and,having.a min 1-1/4 in. lop solong longitudinal seam. Length'of sleeve to be installed flush with wolf surfoces. 3..Through,Penetrants, One nonmetallic pipe installed within the firestop system. Pipe to be 'rigidly supported' on botti sides of. wall assembly. The space, between pipe and periphery of opening,shall be min i/. inj. to mox 11/16 in. The following types and sizes of nonmetallic pipes moy be used:, A. Polyvnyl-Chloride (PVC) Pipe Nom 2 in, diam:(or smaller) Schedule•40 PVC pipe for use in>closed (process or supply) or'vented (drain, waste or.vent) piping systems: B. Chlorinated'Polyvinyl Chloride (CPVC) Pipe. Nom-2 in. diom (or,smaller) SDR17 CPVC pipe for use in closed`("process or supply)4or vented (droin; waste or vent), piping systems.. 4. Fill, Void or Covity Materials* — Seolont. For 1 hr•F Rating, min 5/8 in. thickness of fill-material applied within the annulus, flush,with both surfaces of wall. 'For 2 hr F Rating, min' 1-1/4 in, thickness of.fill material'applied within 6nnulus,flush with both surfaces of wall: HILTI CONSTRUCTION CHEMICALS,DN OF, HILTI INC FS-ONE Sealant *Bearing the W Classification Marking Reproduced by HILTI, Inc. Courtesy of Underwriters Loborotories, Inc: FIREST.OP SYSTEMS e• Torch 15, 2000: System No. C-AJ-2109 N 1 F Rating -2 and 3 Hr(See Item 3) 'a T Rating-0, 2, &3 Hr(See Item 2) • - I 3 Z 2 1 � . � 3 A A 4 a a a a 5 5 SECTION A-A 1.Floor or Wall Assembly Mm 4=112 in.thick reinforced lightweight or normal weight(100-150 pco.concrete.Wall may also be constructed of any UL Classified Concrete Blocks'.Max:diam of opening is 12 in.See Concrete.Blocks(CAZI).category in the Fire Resistance Directory for names of manufactures. 2.Steel Sleeve-(Optional) Nom 12 in.diam(or smaller)Schedule 40(or heavier)steel pipe cast or grouted into floor or wall-assembly;flush with floor or wall surfaces. 3.Through Penetrants-One nonmetallic pipe to`be installed either concentrically or eccentrically within the firestop system.for max 6 in.diam ' pipes,the annular space between the pipe and the periphery of opening shall be min 0 in.(point contact)to max 112 in.For nom 8 in.and 10 in.diam pipes,the annular space between the pipe and the periphery of opening shall be min 0 in:(point contact)to Max 1-114 in.Pipe to be rigidly supported on both sides of floor or wall assembly.The T Ratings are dependent on the size and/or type of pipe as shown in the table below.The following types and sizes of nonmetallic pipes may be used: A.Polyvinyl Chloride(PVC)Pipe`-Nom 10 in.diam(or smaller)Schedule 40 solidcore of cellular core PVC pipe for use in closed (process or supply)piping system. B.Chlorinated Polyvinyl Chloride(CPVC)Pipe Nom 10 in.diam(or smaller)SDR13.5 CPVC pipe for use in (process or supply) or vented piping systems. C.Acrylonitrile Butadiene Styrene(ABS)Pipe-Nom 6 in.diam(or smaller)Schedule 40 solid-core or cellular core ABS,pipe for use in closed(process or supply)or vented(drain,waste or vent)piping system.' D.Flame Retardant Polypropylene(FRPP)Pipe-Nom 6 in.diam:(or smaller)Schedule 40 FRPP.pipe for use in closed(process or supply)or vented(drain,waste or vent)piping systems. p,SS i F 0 Reproduced by HILTI Inc Courtesy of VV ��`Q • . Underwriters Laboratories,Inc. FIRESTOP SYSTEMS FEBRUARY 9,2005 ' C ® US Page:.1 of 2 System'No. C-AJ-2109 0 F Rating-2 and 3 Hr(See Item 3) a T Rating-0, 2,&3 Hr(See Item 2) c� PIPE TYPE NOM PIPE DIAM IN. F RATING HR PVC,cow'' Greater than 6. 2 PVC,CPVC,ABS,FRPP 6 or smaller. 3 y .PIPE TYPE JF_7NOM PIPE DIAM IN., T RATING HR. PVC,CPVC,ABS,FRPP. 1-1/2;•2,3 2 PVC,CPVC,ABS,FRPP 4 3 PVC,CPVC,ABS+,FRPP 6 3. . _PVC;CPVC Greater than 6 0 . ABS++ . 6 . 0, 4.Fill,Void or Cavity Material*,-Sealant Min 1/2 in.thickness of fill material applied within the annulus,flush with bottom surface of floor or both surfaces of wall.Sealant is,optional for pipes having a max diam of 6 in.in unsleeved openings: HILTI CONSTRUCTION CHEMICALS,DIV OF HILT]INC-FS-ONE Sealant 5.Firestop Device*-Firestop Collar:=Firestop collar shall be installed in accordance with the accompanying installation instnictions.Collar to be installed and latched around the pipe and secured to underside of floor or both sides of wall using the anchor hooks provided with the collar.(Minimum two anchor hooks for 1-112 and 2 in.diam pipes,three anchor hooks for 3 and 4 in-diam pipes,six anchor hooks for 6 in: diam pipes,ten anchor hooks for 8 in diam pipes and twelve anchor hooks for 10 in.diam pipes).The anchor.hooks are to be secured with 1/4 in.diam by min`1.112 in.long.steei expansion bolts,or.equivalent,in conjunction with steel nuts and min 3/4 in.di am'sfeel washers with one anchor bolt in each anchor hook; HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-CP 643N 5011.5',CP 643N 63/2",CP 643N 90/3",CP 643N 11014",CP'642160/6", CP 644 20018"or CP 644 25011 "0 I Firestop Collar: *Bearing the ULClassification Mark i jF 'EFn® Reproduced to HILTI SS,Inc.Courtesy of r Underwriters Laboratories,Inc. FEBR,UARY 9,2005 FIRESTOP SYSTEMS. 0 ® us Page:2 of 2 i System No. C—AJ '2218 N F Roting-- 2 Hr T Rating - 0 Hr A 3 1 2 d. , SECTION A—A 1, floor or Wall Assembly — Min 4-1/2,;in. thick reinforced lightweight or , normal weight (100-150 pcf) concrete. Wall may also be constructed of any UL .Clossified Concrete Blocks+. Max diometer of apening js 5.in See Concrete'Blocks"(CQZT),,-category in' the. Fire Resistance Directory for names of m6nufocturers. 2. Through. Penetrants One nonmetallic pipe or conduit to be installed either concentrically or eccentrically within the'firestop system. The annular space sholl be min. 1/2 in. to a max 1 in. The .pipe or conduit to ` be rigidly supported'on both sides of floor or wall: The following types and,sizes of pipes may be used: A. Polyvinyl Chloride (PVC),Pipe Nom'3 in. diameter (or smaller) Schedule 40 solid..core PVC pipe for use in closed (process or supply) or vented (drain,'waste, or vent) piping systems: - B. Chlorinated Polyvinyl Chloride (CPVC) Pipe Nom 3,in. diameter (or smaller) SDR .17 CPVC pipe for use in closed. (process or supply) or vented (droin, waste or vent) piping systems: 3. Fill, Void or Cavity Material+ - Sealant Min. 3 in. thickness of fill material applied within the annulus, flush with top surface of floor or with both surfaces of:wall: HILTI CONSTRUCTION'CHEMICALS, DIV OF HILTI, Inc. - FS-ONE,Sealant' *Beoring the UL Classification Marking Reproduced by HILT], Inc. Courtesy of underwriters Laboratories, Inc. FIRESTOP SYSTEMS May 30, 1998 co System No. W-L-2078 0 F Ratings-1 &2 Hr(See Item 1) T Ratings-1 &2 Hr'(See Item 1). i i A 1B E - i 4 a , 3 3 SECTION A-A . 1.Wall Assembly,-The fire=rated gypsum board/stud wall`assembly shall be constructed of the materials and in the manner specified in the . individual U300 orU400 Series Wall and Partition Designs in the UL fire Resistance Directory and shall include the construction features noted below. , The hourly F Rating and T Rating of the firestop system is equal to the hourly fire rating of the wall assembly in which it is installed: A.Studs-Wall framing'may consist of either Wood studs or;steel channel studs..Wood studs to consist of nom 2 by 4 in.lumber. spaced 16 in.OC.Steel studs to be miry 2-1/2 in.wide and spaced max 24 in.OC. B.Gypsum Board*-'Nom 5/8 in thick gypsum wallboard,as specified in the individual Wall and Partition Design.Max diam of opening . is 7 in. ® p,SS 1 F� a� a Reproduced Hab Inc.Courtesy of Underwriters L Laboratories,Inc: date: r FIRESTOP SYSTEMS C ® US December 20,2064 Page: 1 Of 2 co System No. W-L.2078 CN r F Ratings<1 &2 Hr(See Item 1) T•Ratings-1 &2 Hr(See Item 1) 2.Through-Penetrants-One normetallic pipe,conduit or tubing to be installed-within the firestop system. .The annular space between pipe and periphery of opening shall be min,0 in.(point contact)to max 1/2 in.Pipe or conduit to be.rigidly supported on both sides of the wall assembly. The following,types and sizes of nonmetallic pipes may be used: A.Polyvinyl Chloride(PVC)Pipe=Nom 6 in.diam(or smaller)Schedule 40 solid-core or'cellular core PVC pipe for use in (process or supply)or vented(drain,waste or vent)piping system. B.Chlorinated Polyvmyl Chloride(CPVC)Pipe Nom 8 in.diam(or smaller)SDR17 CPVC pipe.for use in closed(process or supply)or vented(drain,waste of vent)piping systems: C.Acrylonitrile Butadiene Styrene_(ABS)Pipe Nom 6'in:diam(or smaller)Schedule 40 solid-core or cellular core ABS pipe for use in closed(process'or supply)_or vented(drain,waste or'vent)piping,systems D.Flame Retardant Polypropyoene.(FRPP)Pipe-Nom 6 in.diam(or smaller)Schedule 40 FRPP pipe for use in closed(processor supply)or vented(drain,waste or vent)piping"system. E.Polyvinylidene Fluoride(PVDF)Pipe-NomA in.diam(or smaller)PVDF pipe for use in closed(process or supply)or vented(drain, waste or vent)piping system.', - 3.Firestop Device*'-Firestop'Colla.r Firestop collai shall be installed in accordance with the.accompanying installation instructions.Collar to be installed and latched around the pipe and secured to both sides of the wall using the anchor hooks provided with the collar.(Minimum.2 anchor hooks for.1-1/2 and 2 in.diam pipes,'3 anchor hooks for 3 and 4 in,diam pipes,and 4 anchor hooks for in.diam pipes).The anchor hooks are to be secured to the surface of wall with 3/16 2-1/2 in.long toggle bolts along with washers. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC-CP 643 50/1.5"N,CP 643 6312"N,CP 643 90/3"N;CP 643110/4"N or CP'643160/6"N Firestop Collar 'Bearing the UL Classification Mark W SS I F ® Reproduced by HILT],Inc.Courtesy of E�D012= Underwriters Laboratories,Inc:' date • FIRESTORSYSTEMS December2004 C ® US. Page:2 of 2 Gleeson Powers, Inc. F GPI Firestopping, Air Barriers,Waterproofing www.gleesonpowers.com ""49SI eo Tel: 508-553-0800 Fax: 508-553-0999 E-mail: dana@gleesonpowers.com Index: 1 . FM 4991 A � pproval } 2. Gleeson Powers Brochure with Recently 'Completed Projects p � 3. .Schedule of UL Systems and Engineering Judgments 4. Product Data, MSDS and VOC Requirements for_ Firestop Materials P.O. Box305 air barrier' Fb 41 Dean Avenue Franklin,MA 02038-0305 .1— aa W association OJ america I - Gleeson Powers, Inc. F GP I Firestopping,Air Barriers,Waterproofing APPROVED www.gleesonpowers.com 4991 41 Dean Avenue,P.O.Box 305,Franklin,MA 02038-030 Tel:(508)553-0800 Fax:(508)553-0999 E-mail:info@gleesonpowers.com Gleeson Powers,Inc.,since 1992,is one of the leading single-source Some Recent Projects suppliers and installers of firestop systems and smokeseal products. As a Factory Mutual 4991 Approved Contractor,we provide profes- Ill Huntington Ave,Boston MA sional expertise on new and retrofit projects,including Medical Facilities, Glassalnrr.lntemational Corp x' Commercial,Industrial and Hi,,y,Rise Residential Buildings. We insist the John Moriarty&Associates g t correct installation of the appropriate firestop system is as impor- tant as the materials themselves. "Boston.Polfee Headquarters, NIA Cruz/suffolk Construction -Inc What we can do for you Documentation Blue Cross Blue Shield;' m Qucy!IvIA We help assure: We provide complete firestop Macomber Builders ♦ That your specification will be documentation in a submittal the basis of installation. package which may include: Intel Corporation Hudson MA ♦ Piece of mind that the job will ♦ UL system or equivalent listed Clean Room Environment , '.ADP MaiSnauffiloor Darnels lnc. be done properly the first time system drawings. Tnruer construction ♦ Highest level of safety for ♦ Engineering judgment by { Intel corporation building occupants and owners firestopping manufacturer when Andover Elem/Middle School,MA ♦ Eliminate installation conflicts required. John T. Callahan&Sons with trades and General ♦ Tamper-proof labels "DO NOT �. Contractor/CM DISTURB" for areas such as EMC, 176 South St,Hopkinton,MA ♦ Manage and minimize liability large openings,or cable tray Manganaro Corp ofNew England ♦ Coordinate Punch list items. penetrations where future activity CoghlinElectricalContrnt:4 probable. J.C.Higgins 1S,Corp p Mass Electne ♦ Fire Cert FirestopPin CertifiSite Conditions Foxwoods Rainmaker Casino&Garage We use the most up-to-date UL, cate) at completion of job to help Skanska'USA FM, WH, OPL and other listed enable you to get your CO firestop systems. We verify the (Certificate of Occupancy). Logan Airport,Terminal E,Boston MA k actual site condition. Modern:Continental Full Line of Firestop Products Mass Eye and Ear,Boston MA Gleeson Powers, Inc. carries a comprehensive range of firestop prod- JCAxoUpgrade ucts suitable for most firestop systems and applications. We utilize prod- ucts manufactured by the leaders in the firestop industry.We are Factory Massport, Logan Arrport,Boston MA Mutual 4991 Approved,demonstrating our expertise in firestop systems OSHA Upgrade application. Being FM Approved enables us to use the most appropriate Massachusetts Institute of Technology tested firestop system available for a particular application.We have estab- Stata`Center. lished a quality control process,reviewed and approved by Factory Mutual Kass Global,including establishing a"Designated Responsible Individual'(DRI), St Elizabeth MedrealCenter,Boston MA who possesses expertise in selecting firestop systems. JCAHO Upgrade, F U Conn,Babbidge stom Library, CT ✓ Specified Q C R Klewm lnc —. Technologies j'r00 3MGRACE STIInc. - caM5JnV0n0n PTods USG Interiors,Inc. § YaleUnrversrty, New Haven CT Power Plant rR�mro a . `t}r p: Sealaets&Coatings Certificate of Compliance M> as a i DESIGNATED RESPONSIBLE INDIVIDUAL APPROVED Is hereby granted on this day, November 10, 2005, to: Dana Arsenault for successfully meeting all test criteria. FM Approvals hereby certifies that the individual shown above has met all test criteria contained in Approval Standard 4991, Approval of Firestop Contractors, to qualify as a Designated Responsible Individual(DRI). Said recognition is subject to satisfactory field performance, accumulation of Continuing Education Units and periodic written re-examinations. For more than 160 years FM Approvals has partnered with business and industry to reduce property losses.. W.A00rovals An�j nJ( I e l Enterprise" G/orgeSmith,Assistant Vice President 1 itl Group Manager,Building Materials Group S596(9/02) Factory Mutual Research Approved Certificate of Compliance CERTIFICATE OF COMPLIANCE F M Factory Mutual Research hereby certifies that the company shown below has met all requirements contained in Approval Standard 4991, Approval of Firestop Contractors and is listed in the Factory Mutual Research Approval Guide. As a result,they are eligible to mark their firestop installations as Approved in accordance with said Approval Standard. APPROVED Company: Gleeson Powers Inc. 41 Dean Avenue Franklin, MA 02038 Said Approval is subject to continuing follow-up Facilities and Procedures Audits. For more.than 160 years Factory Mutual has partnered with business and industry to reduce property losses. factory Mutual Research An � a Affiliate FAP - eorge A. Smith,Manager Gleeson Schedule of Fire Resistive Joint Systems and Engineering Judgments F G P I Powers, Cape Regency - Centerville, MA - Nauset ConstructionPo�o Tw • 4451 .., 111C... .. , e Trade Item r i i m E Ratm T.Ratm Tesfitn UL/WH S stems; . .• Remarks .. :Manufacturer Et m# Penet ating It s 9 9' 9. Y fi. :. s .. 4 . .,. � .. . x �•: �: i. Agent or, Y 1 Nauset GWB Wall Top of Wall 1-2 Hour N/A UL HWD0089 Parallel to the fluted deck Hilti Mineral wool and CP672 2 Nauset GWB Wall Top of Wall 1-2 Hour N/A UL HWD0087, Perpendicular to the fluted deck Hilti Mineral Wool and CP672 3 Nauset GWB Wall Top of Wall 1-2 Hour N/A UL HWD0085 Parallel to Fluted Deck Hilti CP606 (non mineral wool) 4 Nauset GWB Wall Top of Wall 1-2 Hour N/A UL HWD0077 Perpendicular to deck with GWB Hilti Cut to Deck Profile 5 Nauset GWB Wall Top of Wall 1-2 Hour N/A UL HWD0154 Parallel to Fluted Deck Hilti CP606 and Mineral 6 Nauset GWB Wall Top of Wall 1-2 Hour N/A UL HWD0218 Top of Wall &Structural Hilti Structural Members 7 Nauset GWB_ Wall Top of Wall 1-2 Hour N/A UL HWD0190 Top of Wall Perpendicular with Hilti Flutes Partially Filled with Fireproofing 8 Nauset. GWB Wall Top of Wall 1-2 Hour N/A UL HWD0313 Top of Wall Perpendicular with Hilti Flutes Filled with Fireproofing 9 Nauset GWB Wall Top of Wall 1-2 Hour N/A UL HWD0388 Top of Wall with I Beam Hilti Prohibiting Access on one side 10 Nauset GWB Wall Top of Wall 1-2 Hour N/A UL HWD0342 Top of Shaftwall to Flat Surface Hilti 11 Nauset GWB Shaftwall Top of Wall 1-2 Hour N/A N/A N/A Engineering Judgment Hilti Hilti Dwg# 86402a 4y�a,0 font aco? Gleeson Schedule of Fire Resistive Joint Systems and Engineering Judgements e GP ' TP„„owers, Cape Regency - Centerville, MA - Nauset Construction A¢PRoVEO *: .<>;: .. .;:. -s;. ...,, .. .::xg :..:: .. "v-u;n . rn:. ., - tm. terns:.... Remarks .; ,.... Manufacturer Item ,. Penetrator :Items .F Ratin T Ratm Tes, ULNVH Sy 13 a_Pomt4 A 12 Nauset GWB Shaftwall Top of Wall 1-2 Hour N/A N/A N/A Engineering Judgement Hilti Hilti Dwg.# 86403a 13 Nauset GWB Shaftwall Top of Wall 1-2 Hour N/A N/A N/A Engineering Judgement Hilti Hilti Dwg. #86404a 14 Nauset GWB Shaftwall Top of Wall 1-2 Hour N/A N/A N/A Engineering Judgement Hilti Hilti Dwg. #86405a 15 Nauset CMU Wall Top of Wall 2 Hour N/A UL HWD0259 Top of Wall to the Underside of Hilti beam 16 Nauset CMU Wall Top of Wall 2 Hour N/A UL HWD1037 Perpendicular to Fluted Deck Hilti CP672 Spray Applied F.S. 17 Nauset CMU Wall Top of Wall 2 Hour N/A UL HWD0181 Parallel to Fluted Deck Hilti CP672 Spray Applied F.S. 18 Nauset CMU Wall Top of Wall 2 Hour N/A UL HWD0286 One Sided Access Hilti Parallel to Fluted Deck 19 Nauset CMU Wall Top of Wall 2 Hour N/A UL HWD0285 One Sided Access Hilti - Perpendicular to Fluted Deck 20 Nauset CMU Wall Top of Wall 2 Hour N/A UL HWD1044 Top of Wall Perpendicular Hilti To Fluted Deck with Bent Steel Angles 21 Nauset CMU Wall Top of Wall 2 Hour N/A UL HWD0225 Perpendicular to Fluted Deck Hilti CP606 22 . Nauset CMU Wall Top of Wall 2 Hour N/A UL HWD0081 Parallel to Fluted Deck Hilti CP606 \�tiop Cn traC� o � �9 ?r��4brtal Ass�'`AJ°c Gleeson Schedule of Fire Resistive Joint Systems and Engineering Judgements Powers, <3> Cape Regency - Centerville, MA - Nauset Construction "PROVED G P ' Inc. 4994 Item# Trade I'Item et f OmeggC:Point 23 Nauset CMU Wall Top of Wall 2 Hour N/A UL HWD0258 Top of Wall and Structural Hilti Structural Members 24 Nauset CMU Wall Top of Wall 2 Hour N/A UL HWD1041 Top of Wall Perpendicular with Hilti Flutes Partially Filled with Fireproofing 25 Nauset. CMU Wall Top of Wall 2 Hour N/A UL HWD0389 Top of Wall with I Beam Hilti Prohibiting Access on one side le 114j,Vj A,SdlI f 1 I I a i CP 606 Flexible Firestop Sealant Product description , • An acrylic based firestop sealant that provides movement , capability in fire rated joint applications Areas of application • Sealing construction/expansion joints y "' • Top-of-wall joints - • Metal pipes F �. • Cable bundles • HVAC penetrations' For use with • Various base materials such as masonry,concrete,metal,etc. • Wall and floor assemblies rated up to 3 hours Internationally tested and approved Examples • Where a gypsum wall assembly meets the underside of 61,SSIP/ FILL,VOID OR CAVITY MATERIALS Brsh Standard CLASSIFIED BY a metal or concrete deck '1 UNDERWRITERS LABORATORIES,INC. , Y FOR USE IN JOINT SYSTEMS • J • Sealing expansion joints to impede the passage of fire, SEE UL FIRE RESISTANCE DIRECTORY smoke and toxic fumes 66W • Sealing around HVAC penetrations through fire-rated assemblies System advantages/Customer benefits • Paintable • Meets 500 cycle requirements(ASTM E 1399'&UL 2079) ' Smoke,fume and water resistant Easy clean up with water CP 606 Flexible Firestop Sealant Package Description Color Contents Volume Item No. CP_6K tube red.. .10.5oz(310'mq ':00337191 CP 606,foil white (Qty 20)20.2oz(600 Intl) 36 in' 00314272 - 9P':606,foil'; red" (Qty 20j 202oz(600 hill),"36 in'_ , 00337192. CP 606,pail red 5 gallons(19 liter) 1155 in' 00337193 C6;200 PF300/310:nil 4111spens'ler ti 00055205 h� 600 ml Foil Dispenser 00024669 t ,2 ' For metal ducts with damper,consult damper manufacturer. �t 26 Saving LiveS:through innovation&education•Hilti Firestop Guide 2001•Hilti U.S.:1-800-879-8000/www.us.hilti.com I I i CP sob Technical Data CP 606 Flexible Firestop Sealant Flexible Firestop Sealant (at 73°F(23°C)and 50%relative air humidity) Density: Approx.1.5 g/cm' Product description Color: Red and White • An acrylic based firestop sealant that provides movement Application temperature: 407(5°C)to 77°F(25°C) capability in fire rated joint applications Skin-forming time: Approx.15 min. Curing rate: Approx.1/16"in 3 days Product features volume shrinkage: Less than 20% • Silicone free Movement capability: Approx.10% • Halogen,asbestos and solvent free Temperature resistance: -407(-40°C)to 176°F(80°C) • UV-resistant Surface burning characteristics: Flame spread:0 (ASTM E84-96) Smoke development:5 Tested in accordance with Sound transmission classification: 50 • UL 2079 (ASTM E 90-97) • ASTM E 1399• Approvals UL 1479• ASTM E 814 IC6O Evaluation Service,Inc. Report No.ER-5614 California State Fire Marshal Listing no.1452-1200:112 • ASTM E 84 - City of New York MEA 100-99-M Installation instructions for CP 606 ""a Joint Installation jj a r 1.Clean opening 2.Insert backing 3.Apply CP 606 4.Smooth CP 606 5.Fasten identification Duct Installation material plate(if required) `4 1.Clean opening 2.Insert backing 3.Apply CP 606 4.Smooth CP 606 5.Fasten identification material plate(if required) Opening Not to be used... 1. Clean the opening.Joint sides and surfaces to which CP 606 will be On areas immersed in water applied must be sound,dry and free from dust,oil and grease. Safety precautions Application of firestop • Keep out of reach of children 2. Insert fill of mineral wool or backer(asrequired). • Read the Material Safety Data Sheet 3. Apply firestop over backer. • Eyes and hands must be suitably protected 4. Smooth firestop sealant with a trowel before the skin forms. • Avoid contact with eyes/skin Once cured,CP 606 can only be removed mechanically. • Only use in well ventilated areas 5. For maintenance reasons,a penetration seal could be permanently marked with an identification plate.In such a case mark the Storage identification plate and fasten it in a visible position next to the seal. • Store only in the original packaging in a location protected from moisture at a temperature of 40oF(5•C)to Notice about approvals 77°F(25•C) • When using Hilti CP 606 Flexible Firestop Sealant,check that the. • Observe expiration date on package joint or pipe application has been sealed according to the applicable drawing in the UL Fire Resistance Directory or Hilti Firestop Manual Saving Lives through innovation&education•Hilti Firestop Guide 2001•Hilti U.S.:1-800-879-8000/www'us.hilti.com 27 r? MSDS No.: 267C Revision No.: 001 ® Prep. Date: 25 April,2000 Hilti(Canada) Limited Page: 1 of 2 MdTERIALSAFETY DATA SHEET '! Product identifier: CP 606 Flexible Firestop Sealant Product use: Fire resistant acrylic based sealant for use in fire rated applications lications 1 P Supplier: Hilti(Canada)Limited, 6790 Century Avenue,Suite#300,Mississauga,Ontario L5N 2V8 Originator Hilti, Inc., P.O. Box 21148,Tulsa,Oklahoma, USA 74121 Emergency number: Chem-Trec: 1.800 424 9300 i E_ INGREPIENTS!INFORMATION � r •• ,'j Ingredient CAS Number %(wt.) LC501(rat) LD5o (rat) TLV STEL Calcium carbonate 01317-65-3 50-55 N/Av N/Av N/Ap N/E Water 07732-18-5 15-20 N/Av N/Av N/E N/E Isononyl phthalate 28553-12-0 10-15 N/Av N/Av N/E N/E Polybutene 09003-29-6 01 -05 N/Av N/Av N/E N/E Ethylene glycol 00107-21-1 01 -05 N/Av 4700 mg/kg N/E N/A Pigment 01309-37-1 01 -05 N/Av N/Av N/Ap N/E Wln ,�-••s ,K , IC,_L PROPERTIES --� � Appearance/Physical state,, � Red paste. $Odour fr , Mild odour. �Specificgravity(at 20°C) 1.55 Odour threshold Not determined. Vapour pressure(at 20-°C). ;t Not applicable. Vapkour den ity; .:F Y Not applicable. Evaporation rate = Not determined. Boiling point Not determined. �exc 2 , Freezing point j Not determined. pH � Y Not determined. r �A 'Coefficient of H?0 I oil distr�b x Not determined. Solubihtymwater F Miscible. „FIRE AND EX PLOSIONDATA Flash point/Method Nonflammable. Ffaromable limits Not applicable. i Conditions of flammability Not applicable. ',Autoignitlon temperature Not applicable. -Means of eztmction Not applicable. As appropriate for surrounding fire(e.g.Water,CO2, Dry Chemical,Foam). Special,fire.fightmg ' ;y' None known. A NIOSH-approved self-contained breathing apparatus(SCBA)'should be worn „procedures r `," when fighting fires involving chemicals. Hazardous combustion Not determined. ;products Sensitivity to inechan caI Not susceptible to mechanical impact or to a static discharge. .,'impact 1-staticdischarge �.. Y nl"vim°ads"/BR.fd��'z.'-��.a`,'"""ya�. c� .,�x� ��sa a�• ..� M,u v 7.. � ;�� REACTIVWTY DATA t max. , .Stability' Stable. Incompatible materi I Strong oxidizing agents. ;'Conditions of reactivity None known. ,-' Hazardous decomposition Not determined. OW g ICOLOGICAL RO ERTIES' Routes ofAexposure �r ® Skin contact ❑Skin absorption ® Eye contact ❑ Inhalation ❑ Ingestion Exposurelimits' Y See"Ingredients"section above. �s �� Acute effects of exposure Eyes—Slightly alkaline material;can cause irritation but injury is unlikely.-Skin -Can cause irritation with some individuals. Inhalation - No effects expected. Ingestion - Not a likely r � K; route of exposure. Effects of ingestion have not been determined. r,�Chrfonic;effects of exposure kJ None known. ry Syngisti m n c ateais n None known._ HILTI 8 is a registered trademark of Hilti Corp. f 14 " xzFIRST AID MEASURES # ,Eyes Flush immediately with plenty of water. Call a physician if symptoms occur. i Skmc : ' , i Wash with soap and water. Seek medical attention if any effects persist. InhalationI No ill effects expected. Should discomfort occur, move to fresh air. Ingestion Do not induce vomiting unless large amounts are ingested. If conscious,give plenty of water to drink. Never give anything by mouth to an unconscious person. Contact a physician . immediately. Other. - - Referral to a physician is recommended if there is any question about the seriousness of the injury/exposure W ,. CONTROL MEASUkIii" D PERSONAL PROTECTIVE EQUIPMENT= �` •,. Engineering controls ' General(natural or mechanically induced fresh air movements). ( Eye p'rotectionc9 As appropriate for the work area. Ski protection: I Cloth gloves are suitable. 64, Respiratory,protection ; None normally required. Other , ,.•.,_ ._ y q No additional measures are normal) required. PRECUTI""; FOR SAFE HANDLING AND USE , :�.. , �. a . .Handling procedures and For industrial use only. Keep container sealed when not in use to prevent curing of the, •'equipment 6 product. Avoid contact with the eyes and skin. Practice good hygiene; i.e. wash after using and before eating or smoking. R Storage requirements: Keep out of reach of children. Store in a cool dry area. Keep from freezing. Shelf life is one year from date of manufacture if stored between 40°and 77° F(5-25°C). Spill,leak or release - Immediately wipe away spilled material before it hardens. Place in a container for proper wr disposal in accordance with all applicable local,state,or federal requirements. Wastw ispo&s'a,: Consult with regulatory agencies or your corporate personnel for disposal methods that } ^, comply with local,provincial,and federal safety,health and environmental regulations. Special shipping instructions Avoid temperature extremes. Keep from freezing. � - I „` ;REGULATORYINFORMATION r, WHMIS classification .5 D213 HM15 codesHealth 0, Flammability 0, Reactivity 0, PPE A I;TDG s-10019 name I Not regulated. WZ�M�' PREPARATION INF04RMATION/CONTACTS, Prepared by Hilti, Inc.,Tulsa, OK USA c Y, 1 800 424 9300 I Customer Services, Hilti(Canada)Limited, Mississauga,Ontario; 1 800 363 4458 t s, i He'alth/Safetyrco 'tacts Hilti, Inc.,Tulsa,OK USA; 1 800 879 6000 Steve Gerrard (x6309), Jerry Metcalf (x6704) Abbreviations usedr�F , ..�, N/E = None Established. N/A = Not Applicable. N/Av = Not Available. H = Hours. HMIS: Hazardous Materials Identification System The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided. MSDS 267C, Page 2 of 2 I _ TM Northbrook,Illinois•(847) 272-8800 Melville,New York•(516) 271-6200 U� Underwriters Laboratories Inc.® Santa Clara,California-(408) 985-2400 Research Triangle Park, North Carolina•(919) 549-1400 Camas,Washington-(360) 817-5500 CERTIFICATE OF COMPLIANCE 240798 - R16355 CERTIFICATE NUMBER: ISSUE DATE: July 24, 1998 Issued to: Hilti Construction Chemicals Inc. 5400 S. 122nd East Avenue Tulsa, OK 74146 USA R16355, August 11, 1998 Report Reference: This is to Certify that representative samples of: Flexible Firestop Sealant, designated CP' 606 Have been investigated by Underwriters Laboratories Inc. in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: UL 1479, Fire Tests of- Through-Penetration Firestops; UL 2079, Tests for Fire Resistance of Building Joint Systems. Additional Information: This material is one part sealant and.is intended to be used as a Classified Fill, Void or Cavity Material in various Through-Penetration Firestop Systems as specified in Volume 2 of UL'B Fire Resistance Directory. - Only those products bearing the UL Classification Marking should be considered as being covered by UL's Classification and Follow-Up Service The UL Classification Marking includes:the name"Underwriters Laboratories Inc."the word"Classified';a control number(may be alphanumeric)assigned by UL;a statement to indicate the extent of UL's evaluation of the product; and,the product category name(product identity)as indicated in the appropriate UL Directory. LOOK FOR THE Ul.CLASSIFICATION MARKING ON TIJE PRODUCT Engineer: 1�13_(-tv L Review Engineer: Underwriters oratories Inc. Underwri�6oratories Inc. Nikola Momcilovic A- M- ]Ramirez 2000-44C(4/96) 240 Saving Lives through innovation&education•Hilti Firestop Guide 2001 •Hilti U.S.:1-800-879-8000/www.us.hilti.con1 Inntr t L CP 672 . Firestop Joint Spray Product description . • A sprayable fire rated mastic for construction joints where U 41, Ir maximum movement is required Areas of application E • Top-of-wall joints • Curtain wall/Edge of slab • Expansion joints For use with • Concrete, masonry and gypsum wall assemblies ' • Wall and floor/wall assemblies rated up to 3 hours _ e �v Examples • Where a gypsum wall assembly meets the underside of a Tested and approved metal or concrete deck • Where a concrete floor assembly meets with non-rated SSIP exterior wall(concrete,glass,etc.) G P 7F� FILL VOID OR CAVITY MATERIALS CLASSIFIED BY UNDERWRITERS LABORATORIES,INC. • Where two concrete floor/wall assemblies meet a FOR USE IN JOINT SYSTEMS SEE UL FIRE RESISTANCE DIRECTORY _ 66Y7 System advantages/Customer benefits "M • 'Maximum flexibility,exceeds 500 cycle requirements(Class ll'.&'- 111 Approval) (ASTM E 1399& UL2079) . • Quick and easy,installation with the Spray Tech EP2510 Sprayer, saves you time and money! • CP 672 contains no halogens,solvents or asbestos so'it s,safe to use and won't harm the environment.. • Water based formulation so spills and over-spray cleanup quick and easy. CP 672 Firestop Joint Spray � � Package Description Color Contents Volume Item No. ' CP 672,pail`' red 5 Gallon(19;li#er) 1155 in' 00315267 Spray Tech EP2510 Firestop Sprayer 00334123 t ; a� } 3 EP 2510 Airless Sprayer 22 Saving Lives through innovation&education•Hilti Firestop Guide 2001•Hilti U.S.:1-800-879-8000/www.us.hilti.com �e•t.d,", I I �9 i CP 672 Technical Data Firestop Joint Spray CP 672 Firestop Joint Spray at 73°F 23•C and 50%relative humidity) I Density: Approx.9 lb/gal(1.23 g/cm') Product description Color: Red • A sprayable fire-rated mastic for construction joints where Application temperature 40°F(5•C)to 90•F(32°C) maximum movement is required Storage temperature 40oF(5•C)to 77°F(370C) Temperature Resistance 35°F(2°C)to 120°F(49°C) Product features Consistency Sprayable liquid • Contains no halogens,solvents or asbestos Chemical basis Latex based dispersion • Water based,easy to clean Working time 30-45 minutes • Sprayable or apply by brush Curing time 3-5 days Ph-value Approx.7.8 Tested in accordance with Movement capability Approx.50% • UL 2079 Surface burning characteristics: In progress;call for details • ASTM E 1399 ASTM E 84-00) • ASTM E 84 Sound transmission classification: 50 ASTM E 90-00) Approvals ICBO Evaluation Service,Inc. ER-5614 California State Fire Marshall Listing No.1452-1200:109 City of New York MEA 99-99—M Installation instructions for CP 672 •`,� � •'fir �� • •_ � "�',� ,i= � ,� k r• 1.Clean opening 2.Pack in mineral wool 3.Spray on CP 672 4.Allow CP 672 to cure 5.Fasten identification plate (if required) Opening Notice about approvals 1. Clean the opening. Surfaces to which CP 672 will be applied should be When making a seal using Hilti CP 672 Firestop Joint Spray,please refer cleaned of loose debris,dirt,oil,moisture,frost and wax. to the UL Directory or the Hilti Firestop Manual for restrictions as to joint size,type and thickness of wall or floor,movement capabilities,etc. Application of firestop spray 2. Mineral wool packing:Install the prescribed back filling material type and Not to be used... depth to obtain desired rating. • In areas underwater 3. Application of firestop spray:Apply CP 672 to the required depth in order • On hot surfaces(above 200°F) to obtain the desired rating. Make sure CP 672 contacts all surfaces and overlaps beyond all surrounding surfaces(Refer to UL System). Spray Safety precautions Tech EP2510,Benron EZ-Tex Sprayer and Graco Texspray Compact HP • Keep out of reach of children pumps have been successful in applying CP 672 Firestop Joint Spray. • Always wear suitable eye protection and gloves Hilti recommends the use of the Spray Tech EP2510 Cp672 Sprayer but • Read the Material Safety Data Sheet also may be used with the Benton EZ-Tex Sprayer and the Graco Texspray Compact HP pumps. Contact Hilti Technical Support for. Storage more information. Store only in the original packaging at temperatures 4. Curing time:Allow 3 to 5 days(@ 73°F/23°C)for the CP 672 to 40oF(5oC)to 77°F(37°C) fully cure. Observe expiration date on package 5. Identification:For maintenance reasons all CP 672 applications should be permanently marked with an identification plate and fastened in a visible position next to the seal. i Saving Lives through innovation&education•Hilti Firestop Guide 2001 •Hilti U.S.:1-800-879-8000/www.us.hilti.com• 23 MSDS No.: 268 Revision No.: 002 Date: 08/27/01 ® Page: 1 of 2 a MATERIAL SAFETY DATA 3FiEETZ 5 X t Product name: CP 672 Speed Spray Description: Fire rated mastic for construction joints Supplier: Hilti, Inca P.O. Box 21148, Tulsa, OK 74121 Emergency#(Chem-Trec.): 1 800 424 9300 (USA, PR,Virgin Islands, Canada); 001 703 527 3887 (other countries) .z of INGREDIENTS ANDEXP�OSURE LIMITS Ingredients: CAS Number TLV: PEL: STEL: Calcium carbonate 01317-65-3 NA NA NE Calcined kaolin 66402-68-4 NA NA NE Butyl acrylate 00141-32-2 2 ppm NE NE Aluminum trihydroxide 21645-51-2 NE NE NE Ethylene glycol 00107-21-1 NE NE C: 100 mg/m3 Pigment 01309-37-1 NA NA NE Abbreviations: PEL = OSHA Permissible Exposure Limit. TLV=ACGIH Threshold Limit Value. STEL = Short Term Exposure Limit. C= Ceiling. NE = None Established. NA= Not Applicable. PHYSICAL DATA m -Appearance Red sprayable paste Odor ° Mild odor f s5 h t1u; Vapor Density (air Not applicable Vapor Pressure 17 mm Hg @ 68 F Boiling Point F 212 F +VOC Content ; None , EvaporationRate > 1 (ethyl acetate = 1) 'g�Solubtlity�inWater Soluble Specific Gravity _ 1.23 pH.. _m _ ? 7.8 u. FIREfi AND EXPLOS[ON HA2ARDDATA s. W.... ` None _Flammable Limits „M Not applicable FlashPotnt r e .Extmgu1shink Media; 14 As appropriate for surrounding fire (e.g. Water, Carbon Dioxide, Dry Chemical, Foam) rspecial Flre:Fighti. Wear full protective clothing. A NIOSH-approved self-contained breathing apparatus Procedures (SCBA)should be worn when fighting fires involving chemicals. + Unusual Fire and None known. Thermal decomposition products such as oxides of carbon and nitrogen `TExploson Hazards can be produced under fire conditions. See below. (xStabrlity 4'.,: Stable. „HazardousxPolymenzat on Will not occur. b�,Incornatii p hty Metal salts Decomposition Products �' Thermal decomposition can yield oxides of carbon and nitrogen. �C�ondittons to Avotd - g Avoid temperature extremes which could shorten the shelf-life of this.product; i.e. below 40° and above 77' F. (See handling and storage requirements). HEALTH HAZARD DATA"` .; s, � : Known Hazards F Acute: No effects expected; irritation is possible. Chronic: None known Stiigns;and Symptoms of Eyes: Can cause irritation or watering but injury is unlikely. Skin: Irritation is Exposure 'y r r< possible with some individuals. Inhalation: No effects expected. Ingestion: Effects of ingestion have not been determined. Considered to have a low acute oral toxicity. Routes,bUExposure F Contact. Carcinogen city No ingredients are classified as a carcinogen by IARC, NTP or OSHA. x Medical,Coridtioris None known Aggravated-by Exposure F HILTI®is a registered trademark of Hilti Corp. EMERGENCY AND FIRST AID"PROCEDURES Eyes Immediately flush with plenty of water. Call a physician if symptoms occur. n Skin., # Wash with soap and water. Seek medical attention if any effects persist. I Inhalation No ill effects expected. Should discomfort occur, move to fresh air. Ingestion Do not induce vomiting unless large amounts are ingested. If conscious, give plenty of _. water to drink. Never give anything by mouth to an unconscious person. Contact a s physician immediately. Other Referral to a physician is recommended if there is any question about the seriousness _ ..z_...� of the injury/exposure. ,n c "sue^ -" ---, nm �a �q CONTROL.MEASU AL RES�AND PERSON PROTECTIVEEQ PMENT s Ventilation , `_ General natural or mechanically induced fresh air movements Eye Protection s §' While spraying, chemical goggles are recommended. As a minimum, wear safety glasses with side shields. "Skin Protection Cloth gloves are suitable; impermeable (neoprene or rubber) gloves recommended. „RespiratoryProtection 3" None normally required. k „ s" PRECAUTIONS FOR SAFE HANDLING'AND°USE � " � F ,2.� :e Handling and:Stormg' Store in a cool dry area. Keep from freezing. Store between 40° and 77° F. For Precautions industrial use only. Keep out of reach of children. Use with adequate ventilation. i ` Kee container closed when not in use. Do not et into the eyes. Avoid prolonged or P 9 Y P 9 e repeated contact with the skin. Practice good hygiene; i.e. wash after using and before eating or smoking. Spill Procedures Wipe away spilled material before it hardens. Place in a container for proper disposal >y " in accordance with all applicable local, state, or federal requirements. r' — � - � � x RI=GULATORYINFORMATION j Hazard?Cornrn tion This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard. 29 CFR 1910.1200. HMIS.Codes:. Health 1, Flammability 0, Reactivity 0, PPE B (Glasses, Gloves) r Y DOTShipp Name.; _ Not regulated. a mg � ,TSCA Inventory Status Chemical components listed on TSCA inventory. SARA,,Title�lll,'Secun 313 This product contains 40 - 45% butyl acrylate (CAS 141-32-2) which is subject to reporting under Section 313 of SARA Title.III (40 CFR Part 372). EPA Waste Code(s): Not regulated by EPA as a hazardous waste WastebDisposal Methods £ Consult with regulatory agencies or your corporate personnel for disposal methods that comply with local, state, and federal safety, health and environmental regulations. x ems: CONTACTSr •.:. . Customer Service 1 800 879 8000Techmcal`Service 1 800 879 8000 Health/Safety � 4 1 800 879 6000 Steve Gerrard (x6309) Jerry Metcalf (x6704) Emergency#(Chem-Tree) 1 800 424 9300 (USA, PR, Virgin Islands, Canada); 001 703 527 3887 (other P countries) The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided. MSDS 268, Page 2 0f2 TM Northbrook,Illinois-(847) 272-8800 Melville,New York•(516) 2714200 U(, Underwriters Laboratories Inc.® Santa Clara,California•(408) 985-2400 Research Triangle Park, North Carolina-(919) 549-1400 Camas,Washington•(360) 817-5500 CERTIFICATE OF COMPLIANCE CERTIFICATE NUMBER: 240798 - R13240B ISSUE DATE: July 24, 1998 Issued to: Hilti Construction Chemicals Inc. 5400 S. 122nd East Avenue Tulsa, OK 74146 USA Report Reference: R13240, December 3, 1993 / R14546 V1 S10 This is to Certify that representative samples of: Sealant Spray, designated as CP 672 Joint Spray Have been investigated by.Underwriters Laboratories Inc. in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: UL 1479, Fire Tests of Through-Penetration Firestops; UL 2079, Tests for Fire Resistance of Building Joint Systems. Additional Information: This spray is intended to be used as a Classified Fill, Void, or Cavity Material in Joint Systems as specified in Volume 2 of UL's UL's Fire Resistance Directory. Only those products bearing the UL Classification Marking should be considered as being covered_by UL's Classification and Follow-Up Service The UL Classification Marking includes;the name"Underwriters Laboratories Inc."the word"Classified";a control . number(may be alphanumeric)assigned by UL;a statement to indicate the extent of UL's evaluation of the product; and,the product category name(product identity)as indicated in the appropriate UL Directory. LOOK FOR THE LIL CLASSIFICi%TION MARKIN(i ON THE PRODUCT Engineer: Engineer: Cnderwriters.L a�bZ�&�w es Inc. Underwriters La oratories Inc. 2000-44C(4/96) 238 Saving Lives through innovation&education•Hilti Firestop Guide 2001•Hilti U.S.:1-800-879-8000/www.us.hilti.com F ........... ............... 777 SPEED PLUGS TOP OF WALL F1 RESTOPPI NG G�pss►F,Fo - c us TESTED FAST EASY LES& WASTE UL Listed 40% faster than J ust cut to Reduces material Systems. conventional length and waste by up to 20%. applications. insert FLEXIBLE Easily Pre-cut flute Contains no Surface allows for compresses configuration asbestos. quick and cost for quick leaves no gaps effective spraying. installation. or voids. � r �'' `��' �' C � ,�C,,��' .{"TxY ,s i n� o� sus �'^�• aa� a�;: .a � PROVIDER WORLDWIDE Hilti Speed Plugs & Speed Spray...The Tops in Top of Wall Systems! ri rl i l •i 10 �� !et�� ¢��...n .�,�.<.� .. -$ `"„n�'a - ,x.:�a :'.:....»,�.�ss�. 5 �A.,«. ,�.�x„,M.:;...,1s �.:, • a�nKrt__ �� ...�..... EASY FULL COVERAGE I FINISH One step installation... Pre-cut flute configuration Smooth surface allows for quick, Simply cut to length and install. leaves no gaps or voids. and cost effective coverage with Hilti Speed Spray. Saves Time and Mone�. Castle Cutting I 150 MINUTES I I I Conventional Mineral Wool 35 MINUTES Hilti Speed Plugs 'Based upon 40 linear feet of installation 60% Faster than Castle Cutting 43% Faster than Conventional Mineral Wool Complete11 of Wall Solution! Less Waste Reduces material waste by up to 20D/e Clean Preformed to help reduce fibers and dust Flexible Easily compresses for quick installation Safe to Use Contains no asbestosAnorganic, will not mildew -Unsurpassed Protection UL listed systems Package Description Color Contents Volume Item No. CP 777 2"Speed Plug yellow (18)6 lb plugs 2"x 4.5"x 5.5"x 36" NA 00340998 CP 777 3"Speed Plug: ;.yellow (18)6 Ib plugs 3"x 5"z 00340999 0: CP 672 Speed Spray red 5 gallon pail(19 liter) 1155 in' 00338660 EP2510 Speed Spray;Sprayer , NA NA. NA 00334123 P.O.Box 21148,Tulsa,OK 74121•1-800-879.8000(US)•www.us.hilti.com or 1-800-363.4458(Canada)•www.ca.hilti.com Certified Quality System r;®•r , Hilti is an equal opportunity employer.•Hilti is a registered trademark of Hilti,Corp. I t� @Copyright 2001 by Hilti,Inc.H211 •00096248-3/2001 The data contained in this literature was current as of the date of publication.Updates and changes may be made based on ISO 9001 i EN 29001 P P 9 Y Reg.No.12455-02 later testing.If verification is needed that the data is still current,please contact the Hilti Technical Support Specialists at 1-800-879-8000. expertise.in every case i MSDS No.: 285 Revision No.:. 001 ® Date: 03/02/01 Page: 1 of 2 MATERIAL--wSAFETYDATA SHEET x F.tt mow. Product name: CP 777 Speed Plugs Description: 2"or 3"x 36" deck plugs; Mineral wool, rook wool, synthetic vitreous fiber Supplier: Hilti, Inc. P.O. Box 21148, Tulsa, OK 74121 Emergency#(Chem-Trec.): 1 800 424 9300 (USA, PR, Virgin Islands, Canada); 001 703 527 3887 (other countries) INGREDIENT$AND'EXPOSURE#LIMITS, Ingredients: CAS Number: PEL: TLV: STEL: Synthetic vitreous fiber NE NE 1 fiber/cc NE Phenolic resin 25104-55-6 NE NE NE Lubricant 08012-95-1 NE NE NE Abbreviations: PEL = OSHA Permissible Exposure Limit. TLV=ACGIH Threshold Limit Value. STEL = Short Term Exposure Limit. NE = None Established. NA= Not Applicable. 'PHYSICA DATA s k R Appearance 2"or 3" x 36"yellow plugs. Odor None. Boiling=Point` Not applicable. Vapo Pressure Not applicable. rp r� � - Melting Point Approx. 2000 F UOC Content � Not applicable. Evaporation ; Not applicable. Solubility m Water l Insoluble. I PH Not applicable. Not determined. 777 4 FIRE ANDf EXPLOSION HAZARD;DATA ' � � u. _� 4 - - Flash Point j Not applicable. �Flammabid.Limiter Not applicable. k Exttnguishing�,Medi6- i As appropriate for surrounding fire; material does not burn. r Special Fire Fighting Soak cartons to help prevent the spread of fire. Use a self-contained breathing Procedures 4.,; apparatus when fighting fires involving chemicals. " Unusual Fire and None known. Exp osion„Hazards 7 774" ^"` 't """'; mt ,.•„•; '^�^- sue; 'cx REACTIVITY DATSA ry •� Stability Stable. Hazardous.NPolymerization� Will not occur. Y Incompatibility Strong acids. Hazardous Decomposition Thermal decomposition products can be formed at temperatures exceeding 2000° F. Products r Thermal decomposition can yield CO and COz. Contlit ons to,:ANOId None known. € e23e , 2 . _ - } HEALTH HAZARD DATA Acute: Eye, skin and respiratory irritation. Known Hazards y p y" Chronic: Respiratory impairment. Routes of Exposure Inhalation, Dermal f Signs and Symptoms;of Eyes: Mechanical irritation. Skin: Itching, irritation. Inhalation: Nose, throat and Exposure upper respiratory tract irritation. C cmogenicity Rock wool and slag wool have been classified by the IARC as Group 2B (animal) carcinogens. Studies of workers at slag wool plants were inconclusive. Recent animal studies show that any changes associated with long-term inhalation of high concentrations of slag wool are reversible (i.e. non-carcinogenic). HILTI 0 is a registered trademark of Hilti Corp. f MedicalConditions Eye, skin, and respiratory conditions. Aggravated by;_Exposdt. , EMEKAWFIRS3T A b RGENC hPROCEDU ESIV = K u Eyes: Flush with plenty of water while holding eyelids apart. Avoid rubbing the eyes as s y mechanical abrasions can occur. Call a physician if symptoms persist. 3.Skin: <; Wash with soap and water. Launder clothing before reuse. Inhalation Move to fresh air. ' in dsti'd-'n No ill effects expected. Other k Referral to a physician is recommended if there is any question about the seriousness of the injury/exposure. ,,CONTROL MEASURES ANDPERSONAL PROTECTNE EQUIPMENT wT- h Ventilation�, General (natural or mechanically induced fresh air movements). x:Eye Protection;. Safety goggles recommended to prevent fibers from irritating the eyes. Skin>Protection Cloth gloves and long sleeves to protect skin from irritating fibers. � P Respiratory Protection j Use local exhaust and/or a NIOSH-approved dust respirator when air movement is I " inadequate to control dusts/fibers below recommended exposure levels. at .-n: PRECAUTIONS FOR SAFE HANDLING AND,USE Handling and Storing Avoid generating dusts / fibers. Wear appropriate personal protective equipment. g„Precautions: € Store away from moisture; keep dry. Spill Procedures F Not applicable. � . r �' z REGULATORY I FORMATION .} Hazard Commumcatibn This MSDS has been prepared in accordance with the federal OSHA Hazard Communication Standard 29 CFR 1910.1200. HMIS Codes ! Health 1, Flammability 0, Reactivity 0, PPE B (Gloves, Goggles) dOT`Shippmg-Name Not regulated. `1fSCA Ir ventory -tat s Chemical components listed on TSCA inventory. SARA Title III,'Section 313 This product does not contain any toxic chemicals which are. subject to reporting under Section 313 of SARA Title 111 (40 CFR Part 372). EPA Waste Code's) Not regulated by EPA as a hazardous waste. Waste DisposalMethods Consult with regulatory agencies or your corporate personnel for disposal methods y ' that com ► with local, state, and federal safe health and environmental regulations. A_ comply safety, 9 <, CONTACTS ; Customer Service 1 800 879 8000 TechnicalServ�ce` 1✓800 879 8000 Health/wSafety' 1 800 879 6000 Steve Gerrard (x6309) Jerry Metcalf (x6704) x; Fpsxs3 � Em�erger►cy#(Chem rec) 1 800 424 9300 (USA, PR, Virgin Islands, Canada); 001 703 527 3887 (other countries) The information and recommendations contained herein are based upon data believed to be correct; however, no guarantee or warranty of any kind expressed or implied is made with respect to the information provided. MSDS 285, Page 2 of 2 Northbrook,Illinois (847) 272-8800 Melville,New York•(631) 271-6200 Santa Clara,Calitorma•(408) 985-2400 Research Triangle Park, "r North Carolina-(919) 549-1400 U Underwriters Laboratories Inlls.,,R, Camas,Washington•(360) 817-5500 Q CERTIFICATE OF COMPLIANCE CERTIFICATE NUMBER: 100901-R13081 ISSUE DATE: September 10,2001 Page 1 of 1 Issued to: Hilti Construction Chemicals,div. of Hilti Inc. 5400 S 122nd East Avenue Tulsa,OK 741fi Report Reference: R1308- June 20;2001 This is to Certify that representative samples of CP777 Speed Plugs a sf k Y : t � I Have been investigated iby Urilerwtiters I abaratone.s Inc in accordance with the Standard(s) indicated on this Certificate. Standard(s) for Safety: tSNSIJUL079 Tests For 1 ire Resistance of I3uticiing Joint Systems. <.Y E Additional Information CP777 Speed Pings intended FCSr use as a Classified Fortning Material for use in J emNW `Dotnt Syst ,I � 0045, WI-D-0046,HIV-D-0080, )4-D-OU$.1;HW D 0087,1:NV DJG15 and 4W-D-0155 as specified in UL's 111re Resistance;Di' ory Volumel Only those products bearing the, UL :;Classification Marking should be considered as being s covered by UL's Classification and Follovv Up Service. The U1,Classification Marking include,:UI,m a circle-s' bol 4t .""th;th"c word"(a..'SSIFIF_,IY' (as shown);a control number (may be alphanumeric)assigned by UL;a statement to indicate the eitetit ii tJL s`evaluation of the.Product;and,the product category name(product identity)as indicated in the appropriate UL Directory. Engineer: Review Engineer: Ro er S. Lu Richard N. Walke Underwriters ra oriel:[nc. Underwriters Laboratories Inc. A not-for-profit organization dedicated to public safety and committed to quality service I ROXL INSULATION 07840 The Better Insulation ROXUL@SAFE (U.S.A.) General Product Information: Description & Common Applications: ROXUL®products are mineral wool fibre insulations ROXUL SAFE®product is a non-combustible, lightweight made from basalt rock and slag.This combination results and water repellent semi-rigid insulation batt that provides in a non-combustible product with a melting point of fire stopping and acoustical insulation properties. approximately 2150°F (1177°C),which gives it excellent Specifically engineered and produced for use in fire resistance properties. ROXUL mineral wool is a commercial, industrial and residential buildings as fire water repellent yet vapour permeable material. stopping material, SAFE can be used for applications such as: perimeter gaps between concrete floor slabs and exterior wall systems, -around conduit pipe and duct openings through walls and floor slabs, -between fire walls and ceiling slabs. This product has excellent fire performance properties, such as high melt temperature and low thermal conductivity which means the insulation acts as a shield against fire and temperature. In addition, ROXUL products are subject to very little shrinkage in the critical phase of a fire, so the insulation layers remain in place to better prohibit the spread of flame. SAFE is intended to be used in conjunction with a fire sealant to prevent the passage of fire and smoke. Compliance and Performance: ASTM C 612 Mineral Fiber Block and Board Thermal Insulation Type IVA, Complies MEA Approval New York City Approval 339-97-M City Of Los Angeles Approval RR 25444 UL Design Nos. FF-D-0002, FF-D-0011, FF-D-1002, FF-D-1003, FF-D-1004, FF-D-1020, FF-D-1021, FF-S-0004, FF-S-1001, FF-S-1003, FF-S-1004, FF-S-1027, FW-D-0004, FW-D-0007, FW-D-1002, FW-D-1003, FW-D-1009, FW-D-1017, FW-S-0001, HW-D-0020, HW-D-0021, HW-D-0022, HW-D-0023, HW-D-0029, HW-D-0030, HW-D-0031, HW-D-0038, HW-D-0040, HW-D-0060, HW-D-0061, HW-D-0075, HW-D-0101, HW-D-0120, HW-D-1002, HW-D-1003, HW-D-1007, HW-D-1010, HW-D-1011, HW-D-1012, HW-D-1015, WW-D-0013, WW-D-1003, WW-D-1004, WW-D-1010, WW-D-1023, HW-S-0002, HW-S-0003, HW-S-0004, HW-S-0005, HW-S-0006, HW-S-0007, HW-S-0028, HW-S-0029, HW-S-0040, HW-S-0041, HW-S-0042, WW-S-0028, WW-S-1001, WW-S-1003, WW-S-1030, 2Hr Curtain Wall - CW-S-2004, CW-S-2005, CW-S-2007, CW-S-2009, CW-S-2010, CW-S-2011, CW-S-2013, CW-S-2015, CW-S-2016, CW-S-2017, CW-S-2018, CW-S-2019, CW-S-2020, CW-S-2024, CW-S-2027, CW-S-2028, CW-S-2029, CW-S-2030, CW-S-2031, CW-S-2032, CW-D-2004, CW-D-2007 Acoustical Performance: ASTM C423 CO-EFFICIENTS AT FREQUENCIES Thickness 125 250 500 1000 2000 4000 NRC 2.0" 0.26 0.68 1.12 1.10 1.03 1.04 1.00 3.0" 0.63 0.95 1.14 1.01 1.03 1.04 1.05 4.0" 1.03 1.07 1.12 1.04 1.07 1.08 1.10 ROXUL®SAFE (U.S.A.) Fire Performance: ASTM E 814 Standard Test Method for Fire Tests of Through-Penetration Fire Stops Passed ASTM E 136 Behaviour of Materials @ 750 C (1382 F) Non-Combustible ASTM E 84(UL 723) Surface Burning Characteristics Flame Spread = 0 Smoke Developed=0 Moisture Resistance: ASTM C 1104 Moisture Sorption 0.04% Corrosion Resistance: ASTM C 665 Corrsiveness To Steel Passed ASTM C 795 Stainless Steel Stress Corrosion Specification Conforms s as per Test Methods C871 and C692: U.S. Nuclear Regulatory Commision, Reg. Guide #1.36: U.S. Military Specifications MIL-1-24244 (all versions including B and C) Stability and Flame Passage Testing: Time-temperature Curve Exposure based upon ASTM E 119 • 2" opening between horizontal concrete slabs 4 hours and 30 minutes • 4" opening between horizontal concrete slabs 4 hours and 30 minutes • 6" opening between horizontal concrete slabs 4 hours and 30 minutes Density: Key Application Qualifiers: ASTM C 303 4.5 Ibs/fi3 • Non-combustible Compressive Strength: • Melt temperature approximately 2150'F (1177°C) • Fire resistance @ 10%: 144 psf(6.9 kPa) • Easy to handle • Low moisture sorption • Non-corrosive • Chemically inert •Does not rot or sustain vermin Dimensions: • Does not promote growth of fungi or mildew 24"(width)x 48"(length) •CFC and HCFC free product and process • Made from natural&recycled materials 1.5"through 6" (thickness) Other ROXUL Products: For additional sizes, please contact our customer Please consult ROXUL for all your insulation needs. We service representatives. have an extensive range of products for all applications Facings: from pipe insulation to commercial products to residential This product can be faced with reinforced foil facings. baits. ROXUL invites all inquiries and will act promptly to Please note that the facings will influence the service all of your requirements. product's service temperature range. �PsstF,� Memberinwffmtkxw 6 *"Provisions for lot testing may be required,consult manufacturer." FFhvSt 1a7 Note: As ROXUL Inc.has no control over installation design and workmanship,accessory materials or application conditions,ROXUL Inc.does not warranty the performance or results of any installation containing ROXUL Inc's.products.ROXUL Inc's.overall liability and the remedies available are limited by the general terms and conditions of sale.This warranty is in lieu of all other warranties and conditions expressed or implied,including the warranties of merchantability and fitness for a particular purpose. ROXUL INC. 551 Harrop Drive, Milton,Ontario L9T 3H3 Tel: 905 878-8474 fax: 905 878-8077 www.roxul.com Sales Office-Tel: 1-800-265-6878, Fax: 1-800-991-0110 Revised:June 1, 2002 Supercedes: February 28,2001 7 ®. Material Safety Data Sheet ROXU Material Name: Mineral Wool Insulation The Better Insulation 1. Identification: 1.1 Product Generic Name: Mineral Wool Insulation 1.2 Product Use: Commercial,Industrial and Residential Insulation 1.3 Products: CavityRockTm,ConRockTM,CurtainRockT",DrainBoardTM,EnerWrapTm,Flexibatt®, Noise Stop,RHFT",RHMTM, RHTTM,ROXUL AFBT",ROXULPlus®,ROXUL© 1200, RXLT",RWT",SAFE,Safe'n'SoundTM,TechtonTM 1200, TechtonTM 1200 Marine,TopRockTM P;TopRockT"F 1.4 Company Address: Roxul Ina 551 Harrop Drive Milton,Ontario Canada L9T 3H3 1.5 Web Site: www.roxul.com 1.6 If further information is required,please call or fax Roxul Inc. Telephone: 1-800-265-6878 or 905-878-8474 Fax: 905-878-8077 2. Information on Ingredients: o ' Ingr /o Ingredient Name CAS Number Mineral Fiber RN 65997-17-3 94-99 Cured Urea Extended Phenolic 25104-55-6 1-6 Formaldehyde Binder 3. Hazards Identification: 3.1 Appearance and Odor: Grey,green fibrous batt or board. 3.2 Emergency Overview: Acrid smoke may be generated during a fire. Exposure to dust may be irritating to the eyes,nose and throat. 3.3 Potential Health Effects: 3.3.1 Inhalation: Temporary mechanical irritation of the upper respiratory tract(scratchy throat, coughing, congestion)may result from exposures to dusts and fibers in excess of applicable exposure limits. 3.3.2. Skin Contact: Dusts and fibers may cause temporary mechanical irritation(itching)or redness to the skin. 3.3.3 Eye Contact: Dusts and fibers may cause temporary mechanical irritation(itching) or redness to the eyes. 3.3.4 Ingestion: Ingestion of this product is unlikely and not intended under normal conditions of use._ Ingestion of this product may cause gastrointestinal irritation. 3.3.5 Existing Medical Conditions: Pre-existing chronic eye, skin and respiratory conditions may temporarily worsen due to exposure to dusts and fibers. Page 1 of 7 Issue Date:January 21, 2004 Replaces Issue:December 12, 2003 i ROXULMaterial Safety Data Sheet eri 6 em inert Wool Insulation The Better Insulation 4. First-Aid Measures: 4.1 Inhalation: If irritation occurs,remove the affected person to fresh air. Drink water,and blow nose,to clear dusts and fibres from throat and nose. If irritation persists,consult a physician. 4.2 Skin: If irritation occurs,do not rub or scratch. Rinse under running water prior to washing with mild soap and water. Use a washcloth to help remove fibres. If irritation persists,consult a physician. 4.3 Eves: If irritation occurs,flush eyes with plenty of water for at least 15 minutes. Do not rub the eyes. Consult a physician if irritation persists. 4.4 Ingestion: Ingestion of this product is unlikely and not intended under normal conditions of use. If it does occur,rinse mouth with plenty of water to help remove dust and fibres, and drink plenty of water to help reduce potential gastrointestinal irritation. Do not induce vomiting unless directed to do so by a physician. 5. Fire-Fighting Measures: The products are non-combustible and do not pose a fire hazard.However,packaging material may burn. 5.1. Suitable extinauishiniz media: Water,foam,carbon dioxide or dry powder 5.2 Extinguishing media which must not be used for safety reasons: None 5.3 Combustion products: Carbon dioxide, carbon monoxide and trace gases 5.4 Special protective equipment for fire-fighters: Observe normal fire fighting procedures 5.5 Flash point: None Flash Point Method Used: Not Applicable Upper Flammable Lower Flammable Limit(UFL): Not Applicable Limit: Not Applicable Autoienition: Not Applicable Explosive Properties: Not Applicable 6. Accidental Release Measures: 6.1 Containment Procedures: Pick up large pieces and scoop up dusts and fibers after they have settled out of air. These materials will disperse and settle along the bottom of waterways and ponds. It cannot easily be removed once it is waterborne,but is considered non-hazardous in water. 6.2 Cleanup Procedures: Use OSHA-recommended work practices and protective equipment as described in Section 8 of this Material Safety Data Sheet. Avoid generating airborne dusts and fibers during cleanup. Do not use compressed air. Vacuum dusts and fibers. Place material in an appropriate container for disposal as non-hazardous waste. 6.3 Response Procedures: Isolate area. Keep unnecessary personnel away. If dry methods or compressed air are used to collect dusts and fibers,all personnel in the area should wear OSHA-approved protective equipment (see Section 8 of this Material Safety Data Sheet). Page 2 of 7 Issue Date:January 21,2004 Replaces Issue:December 12, 2003 Material Safety Data Sheet Material en Mineral WoolInsulation ROXU L The Better Insulation 7. Handling and Storage: 7.1 General Precautions: - Utilize OSHA-recommended work practices and protective equipment when using the products (see Section 8 of this Material Safety Data Sheet). 7.2 Handling: Unpack material at application site to avoid unnecessary handling of product. Keep work areas clean.Avoid unnecessary handling of scrap material and debris by placing such materials in suitable containers,which should be kept as close to the work area as possible. Ensure good ventilation.Local exhaust ventilation may be required if the method of use produces dust levels which exceed applicable exposure limits(see Section 8 of this Material Safety Data Sheet). Avoid excessive eye and skin contact with dusts and fibers. Use recommended cleanup procedures to avoid buildup of dusts and fibers in the work area. 7.3 Storage: Keep material in original packaging until it is to be used. Store material to protect against adverse conditions including precipitation. S. Exposure Controls/Personal Protection: 8.1 Exposure Guidelines: 8.1.1 General Product Information: Follow all applicable exposure limits. Local regulations may apply. Roxul recommends that users of the products adhere to the OSHA-recommended PEL of 1 f/cc TWA(fibers longer than 5 µm with diameters less than 3 µm). This recommended PEL,together with recommended work practices and personal protective equipment,were adopted in a Health and Safety Partnership Program (HSPP) agreement in 1999 between OSHA and the North American Insulation Manufacturers Association(NAIMA), of which Roxul is a member. Adherence to the OSHA- recommended PEL,work practices and protective equipment in the HSPP is expected to provide appropriate protection against all inhalation-related health risks that may be associated with exposures to mineral wool fibers (ACGIH 1997; NAIMA 1999; OSHA 1999; National Research Council 2000, IARC 2001), and to minimize.eye and skin irritation. 8.1.2 Component Exposure Limits: Source Legal or Recommended Exposure Limit Exposure OSHA 1 f/cc TWA(recommended) Synthetic Vitreous Fibers, >5 µm length, <3 µm diameter ACGIH 1 f/cc TWA(threshold limit value—TLV) Synthetic Vitreous Fibers, >5 µm length, <3 µm diameter OSHA 15 mg/m'TWA-PEL(total particulate) Inert dust and particulates not •5 mg/m'TWA-PEL(respirable particulate) otherwise regulated ACGIH 10 mg/m'TWA-TLV(inhalable particulate) Particulates not otherwise 3 mg/m'TWA-TLV(respirable particulate) classified,containing no asbestos and<1% crystalline silica Page 3 of 7 Issue Date:January 21,2004 Replaces Issue:December 12, 2003 ROXUL Material Safety Data Sleet Material e. Mineral Wool Insulation The Better Insulation 8.2 Equipment and Work Practices: Follow OSHA-recommended equipment and work practices. A complete copy of these practices can be obtained from Roxul Inc. (see Section 1 of this Material Safety Data Sheet),and is available on the OSHA website Q}jt L (_wc-cv.a iz a.cavj5L7 C[s tl"tctic.riffs.c_;r_ztIjber5'ap ._1 ht.in). 8.2.1 Follow OSHA-recommended safe handling practices listed in Section 7.2 above. 8.2.2 Where feasible,general dilution ventilation or local exhaust ventilation should be used as necessary to maintain exposures below applicable exposure limits. Dust collection systems should be used in cutting or machining operations and may be needed when using power tools. 8.2.3 Follow OSHA-recommended work practices when fabricating,installing or removing product. 8.3 Personal Protective Equipment:: 8.3.1 Respiratory: 8.3.1.1 General: If dust levels exceed applicable exposure limits,wear a NIOSH certified dust respirator with an efficiency rating of N95 or higher. Use disposable face masks complying with NIOSH respirator standards, such as a 3M Model 8210 (or 8710) (3M Model 9900 in high humidity environments)or equivalent. For exposures up to five times the established exposure limits use a quarter-mask respirator,rated N95 or higher;and for exposures up to ten times the established exposure limits use a half-mask respirator(e.g. MSA's DM-11,Racal's Delta N95,3M's 8210), rated N95 or higher. For exposures up to 50 times the established exposure limits use a full-face respirator,rated N99 or higher. 8.3.1.2 Specific Operations: Wear a NIOSH certified dust respirator with an efficiency rating of N95 or higher,such as a 3M Model 8210 (or 8710) (3M Model 9900 in high humidity environments)or equivalent,when fabricating, installing or removing product. 8.3.2 Skin: Wear loose fitting,long sleeved and long-legged clothing to prevent irritation.A head cover is also recommended,especially when working with material overhead.The use of suitable gloves is also recommended. Skin irritation cannot occur if there is no contact with the skin. Do not tape sleeves or pants at wrists or ankles. Remove fibers from the work clothes,before leaving work to reduce potential skin irritation. If working in a very dusty environment it is advisable to shower and change clothes 8.3.3 Eves/Face: Wear safety goggles or safety glasses with side shields. 9. Physical and Chemical Properties: 9.1 Appearance: Grey, green fibrous batt or board 9.2 State: Solid 9.3 Odor: May have slight resin odour 9.4 Boiling point:: n.a. 9.5 Melting point: Approximately 2150°F(1177°C) 9.6 Vapour pressure: n.a. 9.7 Vapour Density: n.a. 9.8 Specific Gravity: n.a. 9.9 Evaporation Rate: n.a. 9.10 Freezing Point: n.a. 9.11 Viscosity: n.a. 9.12 Solubility: Insoluble (H2O) 9.13 Partition coefficient: n.a. n.a.=not applicable Page 4 of 7' Issue Date:January 21,2004 Replaces Issue: December 12, 2003 i Material Safety a Sheet ROXUL The Better Insulation Material Name: Mineral Wool Insulation 10. Stability and Reactivity: 10.1 Stability: Stable 10.2 Reactivity: Not reactive 10.3 Thermal decomposition products: Primary combustion products of the cured urea extended phenolic formaldehyde binder,when heated above 390°F(200°C),are carbon monoxide, carbon dioxide, ammonia,water and trace amounts of formaldehyde. Other undetermined compounds could be released in trace quantities. Emission usually only occurs during the first heating.The released gases may be irritating to the eyes,nose and throat during initial heat-up. Use appropriate respirators (air supplied) particularly in tightly confined or poorly ventilated areas during initial heat-up. 10.4 Hazardous Polymerization: Will not occur 10.5 Incompatible Materials: This product reacts with hydrofluoric acid. 11. Toxicological Information: 11.1 Acute Toxicity: Coarse fibers and dust from mineral wool prodcuts can cause temporary mechanical irritation(itching, redness)of the skin,and of the mucous membranes in the eyes and in the upper respiratory tract(nose and throat).The itching and possible inflammation are a mechanical reaction to dust and coarse fibers(of more than about 5 pm in diameter),and are not damaging in the way chemical irritants may be.They generally abate within a short time after the end of exposure. When products are handled continually,the skin itching generally diminishes. 11.2 Chronic Toxicity: 11.2.1 Summary: In October 2001, IARC completed a re-evaluation of respirable mineral wool fibers and classified them in Group 3 (not classifiable as to their carcinogenicity to humans). A summary of the most important scientific studies appears below: 11.2.2 Human Data: 11.2.2.1 The possible carcinogenic effects of exposure to mineral wool fibers has been evaluated in a number. of epidemiological(human) studies. Most of this research,including large long-tem studies of mineral wool production workers in the U.S.and Europe,has been sponsored or supported by the North American and International thermal insulation industries,including Roxul Inc. Published reports of the early results of these studies identified significantly elevated rates of respiratory cancer in several subcohorts of the worker populations under evaluation(e.g.,Simonato et al. 1987; Enterline et al. 1987). However,the studies had several methodological limitations, including failure to control for confounding exposures to other possible causes of the elevated cancer risk,including tobacco use and occupational exposures to recognized carcinogens such as asbestos. For these reasons,the authors of these reports did not interpret the results as establishing an association between exposure to mineral wool fibers and an increased risk of cancer. Several of these earlier reports formed part of the basis for IARC's previous classification of mineral wool fibers in Group 213 (possibly carcinogenic to humans) (IARC 1987). 11.2.2.2 Follow-up studies,including case-control studies designed to exclude the contribution of confounding exposures to the cancer experience of the study populations,found no evidence that mineral wool fibers are associated with an increased cancer risk(Marsh et al. 1996;Wong,et al. 1991; Kjaerheim et al. 2001). In announcing the new Group 3 classification for mineral wool fibers, IARC stated: "Epidemiologic studies published during the 15 years since the previous IARC Monographs review of these fibers in 1988 provide no evidence of increased risks of lung cancer or of mesothelioma(cancer of the lining of the body cavities)from occupational exposures during manufacture of these materials"(IARC 2001). 11.2.3 Animal Data: 11.2.3.1 Several studies of intraperitoneal injection of high doses of mineral wool fibers have produced significant increases in the incidence of mesothelioma(IARC 2002). The intraperitoneal injection studies formed part of the basis for IARC's previous (IARC 1987) Group 213 classification for mineral Page 5 of 7 Issue Date:January 21,2004 Replaces Issue: December 12, 2003 ROXUL aerial Safety Data Sheet " eri e: Mineral WoolInsulation The Better Insulationn wool fibers. Leading scientists agree that intraperitoneal injection studies (i.e.,surgical implantation or injection into the chest or abdomen)are the least relevant type of animal study for evaluating potential human risk for fiber exposures,because such studies bypass the animals'natural defense mechanisms and involve a type and pattern of exposure (implantation of a high dose early in life)that does not mimic human patterns of exposure (inhalation of much lower doses over a lifetime) (National Research Council 2000). 11.2.3.2 A well-designed long-term inhalation study in rats exposed to mineral wool fibers found no significant increase in lung tumor incidence,and no mesotheliomas (IARC 2002). Likewise, in two intratracheal instillation studies of mineral wool fibers,no significant increase in the incidence of lung tumors or mesotheliomas was found (IARC 2002). Inhalation studies are regarded as the most relevant type of animal data for evaluating potential human risk,and intratracheal instillation studies,while less relevant,are considered valuable for the initial screening of fibrous compounds (National Research Council 2000). Thus,evaluating all the available animal studies in conjunction with the human data, IARC's most recent review finds"inadequate evidence overall for any cancer risk"from mineral wool fibers (IARC 2001). 11.3 Evaluations of Potential Carcinogenicity: Source Classification Description IARC Group 3 Not Classifiable as a Human Carcinogen ACGIH Group A3 Confirmed Animal Carcinogen with Unknown Relevance to Humans 12. Ecological Information: 12.1 Ecotoxicitv: No data available for the products. The products are stable,are not expected to cause harm to animals,plants or fish,and have no other known adverse environmental effects. 12.2 Environmental Fate: No data available for the products. 13. Disposal Considerations: 13.1 US EPA Waste Number&Descriptions: 13.1.1 General Product Information: The products,as supplied, are not expected to be a characteristic hazardous waste under RCRA if discarded. 13.1.2 EPA Waste Numbers: No EPA Waste Numbers are applicable for this product's components. 13.2 Disposal Instructions: Product is not considered a hazardous waste. Dispose of waste material according to Federal, State,Provincial,and Local environmental regulations. 14. Transport Information: 14.1 General: No special precautions. 14.2 US DOT Information: This product is not classified as a hazardous material for transport. 15. Regulatory Information: 15.1 U.S. Regulations: 15.1.1 Toxic Substances Control Act(TSCA): All components in this product are listed, as required, on the US EPA TSCA inventory,or are not required to be listed Page 6 of 7 Issue Date:January 21, 2004 Replaces Issue:December 12, 2003 I ® Material Safety Data Sheet ROXU T. Material nee: Mineral Wool Insulation The Better Insulation 15.1.2 CERCLA: Includes mineral fiber emissions from facilities manufacturing or processing glass rock or slag fibers (or other mineral derived fibers) of average diameter 1 micrometer or less; Statutory RQ= 1 pound (.454 kg);no final RQ is being assigned to the generic or broad class (related to Fine mineral fibers). 15.1.3 Clean Air Act: Mineral wool fiber appears on the Clean Air Act-1990 Hazardous Air Pollutants List. 15.2 State and Local Regulations: State,Provincial,and Local regulations not identified in this Material Safety Data Sheet may apply. 15.3 WHMIS: The products have been classified in accordance with the hazard criteria of the Controlled Product Regulations and this Material Safety Data Sheet contains all the information required by the Controlled Product Regulations 15.3.1: WHMIS IDL: No components are listed on the IDL 15.3.2: WHMIS Classification: No components are classified as controlled products. 16. Further Information: 16.1 Potential Health Effects: IARC Monograph Man-made Vitreous Fibres,press release October 2001 Safety in the Use of Mineral and Synthetic Fibers,Occupational Safety and Health Series.International Labor Office (ILO). Information about"Health and Safety Research on Rock-and Slag-wool'can be obtained from the North American Insulation Manufacturers Association(NAIMA),44 Canal Center Plaza, Suite 310,Alexandria,VA 22314,USA). Home-page:!ittp:'. t� ywTriairna.c�rg 16.2 Key/Legend: ACGIH=American Conference of Governmental Industrial Hygienists;CAA=Clean Air Act;CAS=Chemical Abstracts Service; CERCLA=Comprehensive Environmental Response, Compensation and Liability Act;DOT= Department of Transportation;EPA=Environmental Protection Agency;HMIS=Hazardous Material Identification System;HSPP=Health and Safety Partnership Program; IARC=International Agency for Research on Cancer;MSDS=Material Safety Data Sheet;NAIMA=North American Insulation Manufacturers Association;NFPA=National Fire Protection Association; NIOSH=National Institute for Occupational Safety and Health;OSHA=Occupational Safety and Health Administration;PEL=Permissible Exposure Limit;RCRA =Resource Conservation and Recovery Act;RQ=Reportable Quantity; SVF=synthetic vitreous fibers:TSCA= Toxic Substances Control Act;TWA=time-weighted average;WHMIS=Workplace Hazardous Materials Information System. 16.3 References: Complete citations,or copies,of all references cited in this Material Safety Data Sheet can be obtained from Roxul Inc. (see Section 1). 16.4 Accuracy: The information contained herein is based upon data considered to be accurate. However,no warranty is expressed or implied regarding the accuracy of these data,the results to be obtained from the use thereof, or that any such use will not infringe upon any patent.This information is furnished as a guide only and upon the condition that the person receiving it shall make tests to determine the accuracy and suitability for.his.or her own purpose. Page 7 of 7 Issue Date:January 21, 2004 Replaces Issue:December 12, 2003 I i i i Gleeson PowersIGPI , Inc. . � FM i Firestopping, Air Barriers, Waterproofing > i APPROVED www.gleesonpowers.com ass, Tel: 508-553-0800 Fax: 508-553-0999 E-mail: dana@gleesonpowers.com i I � i Firestopping Submittal Package ')NAUSET i CONSTRUCTION Cape Regency 07270-001 1.16.09 f Centerville, MA Submittal#: Date: JT 1.16.09 Reviewed by: Date: N a u s et Construction Nauset Construction has reviewed 10 Kearne Road this submittal for conformance with the Y Contract Documents. Needham, MA 02494 Contractor: Gleeson Powers, Inc. Scope of Work: Firestopping: Firestopping Head of Fire Rated CMU & GWB Wall Assemblies F P.O. Box305 air harrier F 41 Dean Avenue Franklin' MA 02038-0305 dbama association of america . . .,-,Page 1 of 1 t mary ingoldsby From: Jon Teixeira oteixeira@nausetconstruction.com] Sent: Friday, January 16, 2009 1:09 PM To: David H. Dunlap Cc: 'Truslow,Jon'; 'Truslow, Jon'; adeluca@nausetconstruction.com Subject: Regency Firestopping Submittal Attachments: FS Re enc :P df 9 Y Attached is the Regency fire-stopping submittal for your review and approval. Jonathan Teixeira Project Manager Nauset Construction Corp. 10 Kearney Road, Suite 307 1 Needham, MA 02494 Office: 781.453.22201 Cell: 617.894.8511 Fax: 781.453.2250 NAUS T E CONSTRUCTION Build with Confidence sm Preconstruction/Construction Management/Design-Build www. nausetconstruction .com DISCLAIMER:This message contains PRIVILEGED AND CONFIDENTIAL INFORMATION intended solely for the use of the addimmsee(s)named above.Any disclosure:;distribution,copying or use of the information by others is strictly prohibited.If you have received this message in error,please:advise the sender by immediate reply and delete the:original message.Thank you. , 1/16/2009 Contact,Us 1,Linda Manor Extended Care Facility Page 1 of 1 LeUndaa tMwxx � .y y t _HcW to Reach_Us___ Linda Manor,Extended.Care Facility_-_i 349 Haydenville Road Leeds, MA 01053 Phone: 413-586-7700 Fax: 413-586-8137 You can call, fax, stop by in person, or complete the form ---= - - below.. Name: ... . Company .......... ....................................... E-mail: Address: . .. City,State Zip Daytime Phone# Evening Phone M. Comments: " I .......................... Enter the 4 characters from the box above:' Submit, Driving Directions We're conveniently located right on Route 9. From the South Take the Mass Pike to Exit 4(West Springfield).Take 1-91 North to Exit 19(Amherst/Northampton).At the bottom of the ramp,go straight through the traffic lights and continue onto Damon Rd./Bridge Rd. for 3.5 miles until you come to a stop sign.At the stop sign,take a right onto Rte.9 West(Look Park will be on your left as you turn onto Rte.9).Drive one mile(you will pass Northampton Veterans y y Administration Medical Center on your right).Linda Manor is located on your right at the crest of the hill on Rte.9 West. From the North ' Take 1-91 South to Exit 20(Northampton/Rte.5).At the first traffic light,take a right onto Damon q " Rd./Bridge Rd.and continue 2.5 miles until you come to a stop sign.At the stop sign,take a right onto Rte.9 West Look Park will be on our left as you turn onto Rte.9 Drive one mile(you will ass ( Y Y )• (Y P Northampton Veterans Administration Medical Center on your right).Linda Manor is located on your right at the crest of the hill on Rte.9 West. k,% Click he...e.for directions from your location.. �344�HaYdemille Raad'.teeds MA 41053 t 4S3 1 http://Iindamanor.org/page.php?PageID=11'46&PageName=Contact+Us 2/18/2009 Contact Us Charlene Manor Extended Care Facility Page 1 of 2 ChaMew EAEC�lAic��i� Erb ^,.��^� 3 km-. ririmsae3a�.w+ry: rn`, r: - OMWI 3 gµ �s How to Reach Us Charlene Manor Extended Care Facility 130 Colrain Road Greenfield, MA 01301 Ow VON ROT Phone: 413-774-3724 Fax: 413-774-7390 You can call, fax, stop by in person, or complete the form below. Name:: ... ..... .. .................. Company: p Y: E-mail: .. Address: .. City, State Zip: Daytime Phone#: . _ .............. .... .._ . Evening Phone#: .... ..... ..... Comments:. ........... ............. ...: Enter the 4 characters from the box above: Submit Driving Directions We're conveniently located right off I-91,just minutes away from Baystate Franklin Medical Center. From Boston Take Rte. 2 West. At the end of Rte. 2, follow the sign for Rte. I-91 South. Take I-91 South to Exit 26 (Greenfield Center/North Adams). Merge onto Rte. 2 West/Mohawk Trail. At the first traffic light, turn right onto Colrain Road and travel 0.4 miles. Charlene Manor is on your left. From Vermont Take I-91 South to Exit 26 (Greenfield Center/North Adams). Merge right onto Rte. 2 West/ Mohawk Trail. At the first traffic light, turn right onto Colrain Road and travel 0.4 miles. Charlene Manor is on your left. From Keene, New Hampshire Take Rte. 63 West to Brattleboro, VT. Follow signs to I-91'South. From I-91 South, take Exit 26 (Greenfield Center/North Adams). Merge right onto Rte. 2 West/Mohawk Trail. At the first traffic light, turn right onto Colrain Road and travel 0.4 miles. Charlene Manor is on your left. From New York City Take I-95 North to Exit 48 (I-91 North). Follow I-91 North into Massachusetts. Take Exit http://charlenemanor.org/page.php?PageID=723&PageName=Contact+Us 2/18/2009 i UL/cUL SYSTEM NO. HW-D-0089 TOP OF WALL JOINT i 1-HR. OR 2-HR, GYPSUM WALL ASSEMBLY ASSEMBLY RATING = 1-HR. OR 2-HR. (DEPENDING ON RATING OF WALL AND FLOOR ASSEMBLY) CLASS II AND III MOVEMENT CAPABILITIES - 20% COMPRESSION OR EXTENSION s FRONT VIEW 6 SECTION A-A Co BA A c� 3 .d • • e• .d t .defI Alt my X X • 3 zN i 2 4 N It FLOOR OR ROOF ASSEMBLY (1-HR. OR 2-HR. FIRE-RATING) 1 A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN. 2-1/2' THICK) OVER METAL DECKING. B. INSULATING CONCRETE (MIN. 2-1/4' THICK) OVER METAL DECKING (UL/ULC CLASSIFIED P900 SERIES), C. (NOT SHOWN), FLUTED STEEL ROOF DECK WITH SPRAY-APPLIED FIREPROOFING (UL/ULC CLASSIFIED P700 SERIES). 2, GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED U400 SERIES) (1-HR. OR 2-HR, FIRE-RATING), 3. METAL DEFLECTION TRACK (MIN. 22 GA., 3' FLANGES) FASTENED TO UNDERSIDE OF DECK, CEILING RUNNER (1' FLANGES) INSTALLED WITHIN THE U-SHAPED DEFLECTION CHANNEL WITH A 1-1/2' GAP MAINTAINED BETWEEN THE TOP OF THE CEILING RUNNER AND TOP OF DEFLECTION PLATE, (SEE NOTE NO, 3 BELOW), - 4t STEEL STUDS (MIN, 3-1/2' WIDE), CUT 1/2' TO 3/4' LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. 5, HILTI CP 767 SPEED STRIPS COMPRESSED 33% AND INSERTED INTO FLUTES, FLUSH WITH BOTH SIDES OF WALL (SEE NOTE NO, 4 BELOW), 6. MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP A MINIMUM OF 1/2' ONTO GYPSUM AND METAL DECKING ON BOTH SIDES OF GYPSUM WALL ASSEMBLY, i NOTES 1 1, STEEL FLOOR UNITS MAY BE SPRAYED WITH A MIN. 5/16' THICKNESS TO MAX, 1-3/4' THICKNESS OF UL CLASSIFIED MONO(OTE TYPE MK-6/HY FIREPROOFING MANUFACTURED BY V.R. GRACE L CO. PRIOR TO INSTALLATION OF CEILING RUNNERS, 2 WHEN THE STEEL DECK IS COATED WITH FIREPROOFING, HILTI CP 672 SHALL OVERLAP THE WALL MIN, 1/2' AND OVERLAP THE FIREPROOFING MIN. 2' ON BOTH SIDES OF GYPSUM WALL ASSEMBLY. a AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 3, CEILING RUNNERS, MANUFACTURED BY SLIP- TRACK SYSTEMS, METAL-LITE, TOTAL STEEL SOLUTIONS, OR THE STEEL NETWORK MAY BE USED. WHEN ALTERNATE CEILING TRACKS ARE USED, CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR .INSTALLATION INSTRUCTIONS. 4. AS AN ALTERNATE TO HILTI CP 767 SPEED STRIPS, MINERAL WOOL (MIN. 4 PCF DENSITY) COMPRESSED 33% MAY BE USED. Sheet 1 of 1 Drawing No. �OD�n® HILTI Inc 1/8' = HWD 1' Tulsa, Oklahor�a USA (918) 252-6000 stole FIRESTOP SYSTEMS Dote May 16,,2003 0089h UL/cUL SYSTEM NO. HW-D-0087 TOP OF WALL JOINT = 1-HR. OR 2-HR, GYPSUM WALL ASSEMBLY ASSEMBLY RATING = 1-HR. OR 2-HR. (DEPENDING ON RATING OF WALL AND FLOOR ASSEMBLY) C' CLASS II AND III MOVEMENT CAPABILITIES - 20% COMPRESSION OR EXTENSION o FRONT VIEW B 7 SECTION A-A co 0 0 A 3 ?U _ :d A°. ':wy.y';gJ• .� a�'r.''i.,`tiSi{ ' X d ..A (L 5 -- -----------T—__ Cu A I I >� fI A 6 3 1. FLOOR OR ROOF ASSEMBLY (1-HR. OR 2-HR. FIRE-RATING) 2 4 A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN. 2-1/2' THICK) OVER METAL DECKING (UL/ULC CLASSIFIED D700 OR D900 SERIES). B. INSULATING CONCRETE (MIN. 2-1/4' THICK) OVER METAL DECKING (UL/ULC CLASSIFIED P900 SERIES). C. (NOT SHOWN). FLUTED STEEL ROOF DECK WITH SPRAY-APPLIED FIREPROOFING (UL/ULC CLASSIFIED P700 SERIES). 2. GYPSUM WALL ASSEMBLY. (UL/ULC CLASSIFIED U400 SERIES) (1-HR. OR 2-HR. FIRE-RATING). 3. METAL DEFLECTION TRACK (MIN. 22 GA., 3' FLANGES) FASTENED TO UNDERSIDE OF THE DECK, CEILING RUNNER (1' FLANGES) INSTALLED WITHIN THE U-SHAPED DEFLECTION CHANNEL WITH A 1-1/2' GAP MAINTAINED BETWEEN THE TOP OF THE CEILING RUNNER AND TOP OF DEFLECTION PLATE. (SEE NOTE NO, 3 BELOW). 4. STEEL STUDS (MIN. 3-1/2' WIDE), CUT 1/2' TO 3/4' LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. 5. HILTI CP 777 SPEED PLUGS FRICTION FITTED TO COMPLETELY FILL FLUTE, FLUSH WITH BOTH SIDES OF WALL (SEE NOTE NO. 4 BELOW). 6. HILTI CP 767 SPEED STRIPS COMPRESSED 33% AND INSERTED INTO JOINT, FLUSH WITH BOTH SIDES OF GYPSUM WALL (SEE NOTE NO. 4 BELOW). 7. MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP A MINIMUM 1/2' ONTO GYPSUM WALL AND METAL DECKING ON BOTH SIDES OF GYPSUM WALL ASSEMBLY. NOTES i L STEEL FLOOR UNITS MAY BE SPRAYED WITH A MIN. 5/16' THICKNESS TO MAX. 1-3/4' THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK-6/HY FIREPROOFING MANUFACTURED BY W.R. GRACE & CO, PRIOR TO INSTALLATION OF CEILING RUNNERS, 2. WHEN THE STEEL DECK IS COATED WITH FIREPROOFING, HILTI CP 672 SHALL OVERLAP THE WALL A MIN. 1/2' AND OVERLAP THE FIREPROOFING A MIN. 2' ON BOTH SIDES OF GYPSUM WALL ASSEMBLY. 3. AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 3, CEILING RUNNERS, MANUFACTURED BY SLIP- TRACK SYSTEMS, INC., METAL-LITE, TOTAL STEEL SOLUTIONS, OR THE STEEL NETWORK MAY BE USER WHEN ALTERNATE CEILING TRACKS ARE USED, CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION INSTRUCTIONS, 4. AS AN ALTERNATE TO HILTI CP 767 SPEED STRIPS, AND/OR CP 777 SPEED PLUGS, MINERAL WOO_ (MIN. 4 PCF DENSITY) COMPRESSED 33% MAY BE USED. ® HILTI Sheet 1 of 1 Drawing No, c::�101iED=n ' Inc Scale 9/64' = 1' HWD FIRESTOP SYSTEMS Tulsa, Oklahoma USA (918) 252-6000 Date May 15, 2003 0087 j UL/cUL SYSTEM NO. HW-D-0085 TOP OF WALL JOINT = 1-HR, OR 2-HR, GYPSUM WALL ASSEMBLY ASSEMBLY RATING = 1-HR. OR 2-HR. (DEPENDING ON RATING OF WALL AND FLOOR ASSEMBLY) CU o CLASS II MOVEMENT CAPABILITIES - 17% COMPRESSION OR EXTENSIONCU 00 FRONT VIEW SECTION A- A o 0 A 3 A 5 B 9 4 N I I00 I I I0I N (') x f x E 3 Z Ax x 2 4 X Q 1, FLOOR OR ROOF ASSEMBLY (1-HR, OR 2-HR, FIRE-RATING) A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN. 2-1/2' THICK) OVER METAL DECKING, B. INSULATING CONCRETE (MIN, 2-1/4' THICK) OVER METAL DECKING (UL/ULC CLASSIFIED P900 SERIES), C. (NOT SHOWN), FLUTED STEEL ROOF DECK WITH SPRAY-APPLIED FIREPROOFING (UL/ULC CLASSIFIED P700 SERIES), 2, GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED U400 SERIES) (1-HR, OR 2-HR, FIRE-RATING). 3, CEILING RUNNER (MIN. 25 GA,, WITH 1-1/4' FLANGES) FASTENED TO UNDERSIDE OF DECK (SEE NOTE NO, 2 BELOW). 4, STEEL STUDS (MIN. 2-1/2' WIDE), CUT 1/2' TO 3/4' LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT, 5, HILTI CP 606 FLEXIBLE FIRSTOP SEALANT i A. MINIMUM 5/8' DEPTH ON BOTH SIDES OF WALL, FOR A 1-HR, FIRE-RATING. B. MINIMUM 1-1/4' DEPTH ON BOTH SIDES OF WALL, FOR A 2-HR, FIRE-RATING. NOTES 1, STEEL FLOOR UNITS MAY BE SPRAYED WITH A MINIMUM 5/16' THICKNESS TO MAXIMUM 11/16' THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK-6/HY FIREPROOFING MANUFACTURED BY W.R. GRACE & CO, PRIOR TO INSTALLATION OF CEILING RUNNERS. 2, AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO, 3, CEILING RUNNERS, MANUFACTURED BY SLIPTRACK SYSTEMS, METAL-LITE, TOTAL STEEL SOLUTIONS, OR THE STEEL NETWORK, MAY BE USED. WHEN ALTERNATE CEILING TRACKS ARE USED, CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION INSTRUCTIONS. Sheet 1 of 1 Drawing No. HILTI, Inc, scale 9/64' = V HWD Tulsa, Oklahoma USA (918) 252-6000 FIRESTOP SYSTEMS Uate Feb, 20, 2003 0085 j r UL/cUL SYSTEM NO. HW-D-0077 TOP OF WALL JOINT a 1—HR. OR 2—HR, GYPSUM WALL ASSEMBLY ASSEMBLY RATING = 1-HR. OR 2-HR, o CU CLASS II MOVEMENT CAPABILITIES - 17% COMPRESSION OR EXTENSION 0 FRONT VIEW B 5 SECTION A-A A � —1 A is -------------- \ r�---- N, N I 1 I 1 3 1 1 1 1 X 1 1 X Q A Q 2 4 � . 1. FLOOR OR ROOF ASSEMBLY (1-HR. OR 2-HR, FIRE-RATING) A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN, 2-1/2' THICK) OVER METAL DECKING. B. INSULATING CONCRETE (MIN, 2-1/4' THICK) OVER METAL DECKING (UL/ULC CLASSIFIED P900 SERIES). C. (NOT SHOWN), FLUTED STEEL ROOF DECK WITH SPRAY-APPLIED FIREPROOFING (UL/ULC CLASSIFIED P700 SERIES). 2, GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED U400 SERIES WALL) (1-HR. OR 2-HR. FIRE-RATING) (2-HR. SHOWN). 3. CEILING RUNNER (MIN, 25 GA., 1-1/4' FLANGES) FASTENED TO UNDERSIDE OF THE DECK. (SEE NOTE NO. 2 BELOW). 4, STEEL STUDS (MIN, 2-1/2' WIDE), CUT 1/2' TO 3/4' LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT, 5. HILTI CP 606 FLEXIBLE FIRESTOP SEALANT i A. MINIMUM 5/8' DEPTH ON BOTH SIDES OF WALL, FOR A 1-HR, FIRE-RATING, B. MINIMUM 1-1/4' DEPTH ON BOTH SIDES OF WALL, FOR A 2-HR, FIRE-RATING, NOTES 1. STEEL FLOOR UNITS MAY BE SPRAYED WITH A MINIMUM 5/16' THICKNESS TO MAXIMUM 11/16' THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK-6/HY FIREPROOFING MANUFACTURED BY W.R. GRACE PRIOR TO THE INSTALLATION OF CEILING RUNNERS, 2, AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO, 3, CEILING RUNNERS, MANUFACTURED BY SLIPTRACK SYSTEMS, METAL-LIFE, TOTAL STEEL SOLUTIONS, OR THE STEEL NETWORK, MAY BE USED. WHEN ALTERNATE CEILING TRACKS ARE USED, CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION INSTRUCTIONS, Sheet 1 of 1 Draw/ng No, HILTI, Inc, sure 5/32' = 1- HWD FIRESTOP SYSTEMS TUISQ, Oklahoma USA (918) 252-6000 Date Feb, 20, 2003 0077 j i UL/cUL SYSTEM NO. HW-D-0154 TOP OF WALL JOINT : 1-HR. OR 2-HR, GYPSUM WALL ASSEMBLY ASSEMBLY RATING = 1-HR. OR 2-HR, (DEPENDING ON RATING OF WALL AND FLOOR ASSEMBLY) 'Si CLASS II MOVEMENT CAPABILITIES - 17% COMPRESSION OR EXTENSION o 0 A ' 3 x FRONT VIEW SECTION A-A B 7 A � ' .e� .e < -�.1.,, '� .r '�.. •i.: .err "d e A a ' d e - �+ .d1•� 1 t d e e }Fy 1 r+f r1 q i i 5 N r i x � 6 iop" � 3 Z VA X m 2 4 A c� Q X Q 1, FLOOR OR ROOF ASSEMBLY (1-HR, OR 2-HR, FIRE-RATING) A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN, 2-1/2' THICK) OVER METAL DECKING (UL/ULC CLASSIFIED D900 SERIES), B. INSULATING CONCRETE (MIN. 2-1/4' THICK) OVER METAL DECKING (UL/ULC CLASSIFIED P900 SERIES), 2, GYPSUM WALL ASSEMBLY. (UL/ULC CLASSIFIED U400 SERIES) (1-HR. OR 2-HR, FIRE-RATING). 3. CEILING RUNNER (MIN, 25 GA., WITH 1-1/4' FLANGES) FASTENED TO UNDERSIDE OF DECK (SEE NOTE N0, 1 BELOW), 4, STEEL STUDS (MIN. 2-1/2' WIDE), CUT 1/2' TO 3/4' LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT, 5. HILTI CP 777 SPEED PLUGS FRICTION FITTED TO COMPLETELY FILL FLUTE, RECESSED .1/4' ON EACH SIDE OF WALL TO ACCOMMODATE FIRESTOP SEALANT. (SEE NOTE NO. 2 BELOW), 6, MINERAL WOOL (MIN, 4 PCF DENSITY) COMPRESSED 50% AND INSERTED INTO JOINT, RECESSED . 1/4' ON EACH SIDE OF WALL TO ACCOMMODATE FIRESTOP SEALANT, 7, MINIMUM 1/4' DEPTH HILTI CP 606 FLEXIBLE FIRESTOP SEALANT FLUSH WITH BOTH SIDES OF GYPSUM WALL ASSEMBLY. NOTES 1. AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 3, CEILING RUNNERS, MANUFACTURED BY SLIPTRACK SYSTEMS, METAL-LITE, TOTAL STEEL SOLUTIONS, OR THE STEEL NETWORK, MAY BE USED, WHEN ALTERNATE CEILING TRACKS ARE USED, CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION INSTRUCTIONS, 3, AS AN ALTERNATE TO HILTI CP 777 SPEED PLUGS, MINERAL WOOL (MINIMUM 4 PCF DENSITY) COMPRESSED 20% MAY BE USED. Sheet 1 of 1 Drawing No, HILTI, Inc. Scale 5/32' = V HWD Tulsa, Oklahoma USA (918) 252-6000 FIRES70P SYSTEMS Date Feb, 20, 2003 0154f UL/cUL SYSTEM NO, HW-D-0218 TOP OF WALL JOINT ; 1-HR. OR 2-HR, GYPSUM WALL ASSEMBLY ASSEMBLY RATING = 1-HR. OR 2-HR. (DEPENDING ON RATING OF WALL AND FLOOR ASSEMBLY) CLASS II MOVEMENT CAPABILITIES - 25% COMPRESSION OR EXTENSION M L0 FRONT VIEW 2 CU • O A � 3 ° a' 'e 4 a ° °• e Q �,,.`�-a*';,c'+:..ram.:-+�•. +;'=��X ��;�J=.�`�'."i:w:G,a'"? r I F--�— —�--� I i I I r---------------� I I I I 1 A � 6 7 8 SECTION A-A X ° e ° •:e Q 4. 4. _:'�'� '�� i.s. rrrrr "i.••�•.::.'.:�...'.':'..': � •,� •:;�` :;r::r, .-rrrrr 2 r r r r r r r r r r .!Pr•;/. '' rrrrr '"��'•�. .. .. ':�.: 4•.:r;:�;. .r:r rrrrr .a'2e,•a"i�:�i,'. �i.=»:<:'=��,,:'�''+,+',,'.".^Rr• rrrrr `•�::a`;.;'+r'..al-..l.:w�::, rrrrr '•a?': +:�;:: r r r r r - rrrrr 4 5 Sheet HILTI, Inc. Scale 1 of 2 Drawing Na . 5/32' = 1' HWD Tulsa, Oklahoma USA (918) 252-6000 FIRESTOP SYSTEMS Date MAY 30, 2002 0218c UL/cUL SYSTEM NO, HW-D-0218 TOP OF WALL JOINT ; 1-HR. OR 2-HR, GYPSUM WALL ASSEMBLY ASSEMBLY RATING = 1-HR. OR 2-HR. (DEPENDING ON RATING OF WALL AND FLOOR ASSEMBLY) CLASS II MOVEMENT CAPABILITIES - 25% COMPRESSION OR EXTENSION m L0 0 ' N 0 A 3 x 1, LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN. 2-1/2' THICK) OVER METAL DECKING (I-HR. OR 2-HR. FIRE-RATING). 2. OPTIONAL i STEEL BEAM OR OPEN WEB STEEL JOIST, ORIENTED PERPENDICULAR TO WALL ASSEMBLY (SEE NOTE NO. 1 BELOW), 3. UL CLASSIFIED MONOKOTE TYPE MK-6/HY FIREPROOFING SPRAYED TO THE THICKNESS SPECIFIED IN THE INDIVIDUAL D700 SERIES DESIGN (SEE NOTE NO. 2 BELOW), 4, GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED U400 SERIES) (I-HR. OR 2-HR. FIRE-RATING) (2-HR, SHOWN), 5, CEILING RUNNER (MIN. 25 GA., WITH 2' FLANGES) FASTENED TO UNDERSIDE OF DECK PRIOR TO APPLYING FIREPROOFING ((SEE NOTE NO. 2 BELOW). 6, STEEL STUDS (MIN. 3-5/8' WIDE), CUT 1/2' TO 3/4' LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. 7. MINERAL WOOL (MIN, 4 PCF DENSITY) COMPRESSED 50% AND INSERTED INTO JOINT, FLUSH WITH WALL SURFACES. 8. MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP MINIMUM 1/2' ONTO GYPSUM WALL, AND MINIMUM 2' ONTO FIREPROOFING, ON BOTH SIDES OF WALL ASSEMBLY, NOTES 1, WHERE OPEN-WEB STEEL JOISTS PASS THROUGH THE WALL, 3/8' DIAMOND MESH EXPANDED STEEL LATH (NOMINAL WEIGHT = 1,7 TO 3.4 LB. PER YARD) SHALL BE SECURED TO ONE SIDE OF EACH JOIST WITH STEEL TIE WIRE. 2. FIREPROOFING MATERIAL TO BE EXCLUDED FROM METAL DECK DIRECTLY' ABOVE THE GYPSUM BOARD AND FROM THE FLANGES OF THE CEILING RUNNER, 3, FRAMED OPENING SHALL BE CONSTRUCTED AROUND EACH STRUCTURAL STEEL MEMBER, MINIMUM CLEARANCE OF V TO MAXIMUM OF 4' SHALL BE MAINTAINED BETWEEN FRAMING AND FIREPROOFING ON THE TWO SIDES OF MEMBER. MAXIMUM CLEARANCE OF 2' SHALL BE MAINTAINED ON THE BOTTOM OF THE STEEL SUPPORT MEMBER, ® Sheet 2 of 2 Draw/ng No, HILTI, Inc, Sco'e 5/32' = 1' HWD FIRESTOP SYSTEMS Tulsa, Oklahoma USA (918) 252-6000 Date MAY 30, 2002 0218c UL/cUL SYSTEM NO. HW—D-0190 TOP OF WALL JOINT a 1-HR. OR 2-HR, GYPSUM WALL ASSEMBLY ASSEMBLY RATING = 1—HR. OR 2—HR. (DEPENDING ON RATING OF WALL AND FLOOR ASSEMBLY) CLASS II MOVEMENT CAPABILITIES — 12.5% COMPRESSION OR EXTENSION N V- C:? FRONT VIEW SECTION A—A sn � A 1 A x _ X d e a e _ e 'd O a e e _ e r .ram. .. .... . .....,:.. r --r—I---------- -----ram-- 1I I I N 3 5 A � 6 ¢ 2 4 1. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN. 2-1/2' THICK) OVER METAL DECKING (1—HR. OR 2—HR. FIRE—RATING) (SEE NOTE NO. 1). 2. GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED U400 SERIES) (1—HR. OR 2—HR. FIRE—RATING) (2—HR. SHOWN). 3. CEILING RUNNER (MIN. 25 GA,, WITH 3' FLANGES) FASTENED TO UNDERSIDE OF DECK PRIOR TO APPLYING FIREPROOFING (SEE NOTE NO, 2 BELOW). 4. STEEL STUDS (MIN. 2-1/2' WIDE), CUT 1/2' TO 3/4' LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. 5. MINERAL WOOL (MIN. 4 PCF DENSITY) COMPRESSED 50% AND INSERTED INTO JOINT, FLUSH WITH WALL SURFACES. 6. MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP MINIMUM 1/2' ONTO GYPSUM WALL, AND MINIMUM 2' ONTO FIREPROOFING, ON BOTH SIDES OF WALL ASSEMBLY. NOTES 1. STEEL FLOOR UNITS TO BE SPRAYED WITH 1-1/2' THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK-6/HY FIREPROOFING MANUFACTURED BY W.R. GRACE. FIREPROOFING TO COMPLETELY FILL FLUTES, EXTENDING 5/8' OR 1-1/4' ON BOTH SIDES OF CEILING CHANNEL. FIREPROOFING IS TO BE EXCLUDED FROM THE METAL DECK DIRECTLY ABOVE THE GYPSUM BOARD. 2. AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 3, SLOTTED CEILING RUNNER, MANUFACTURED BY SLIPTRACK SYSTEMS, INC., OR VERTITRACK, MANUFACTURED BY THE STEEL NETWORK, INC., MAY BE USED, WHEN ALTERNATE CEILING TRACKS ARE USED, CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION INSTRUCTIONS. Sheet 1 of 1 Drowing Na HILTI, Inc. Stole 5/32' = V HWD Tulsa, Oklahoma USA (918) 252-6000 FIRESTOP SYSTEMS Dote Aprit 26, 2002 01900 UL/cUL SYSTEM NO, HW-D-0313 TOP OF WALL JOINT : 2-HR, GYPSUM WALL ASSEMBLY ASSEMBLY RATING = 2-HR. o CLASS II MOVEMENT CAPABILITIES - 33% COMPRESSION OR EXTENSION o M O FRONT VIEW SECTION A-A B A c� law .ay d$ .d .. d c `FLp �... L, �,i�3�1 f,�`y .[:', ..:d;:,.o,..'^::;v�ti ti.:i.a1•..' 'c•�i�w::'..::... r f� .t'• .::��. .•'}:,'i.t.:.'%:.:r•:. .- 'ram f'• i�' --- N --- 5 I I I 6 I cis I I x 3 z f � A Q 2 4 1, FLOOR OR ROOF ASSEMBLY (2-HR. FIRE-RATING) A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN. 2-1/2' THICK) OVER METAL DECKING (UL/ULC CLASSIFIED D700 SERIES). Be FLUTED STEEL ROOF DECK WITH SPRAY-APPLIED FIREPROOFING (UL/ULC CLASSIFIED P700 SERIES). 2. GYPSUM WALL ASSEMBLY, (UL/ULC CLASSIFIED U400 SERIES) (2-HR. FIRE-RATING), 3e CEILING RUNNER DEFLECTION CHANNEL FASTENED TO UNDERSIDE OF DECK PRIOR TO APPLYING FIREPROOFING (ALSO SEE NOTE BELOW), 4. STEEL STUDS (MIN. 3-5/8' WIDE), CUT 1/2' TO 3/4' LESS IN LENGTH THAN ASSEMBLY HEIGHT. WHEN DEFLECTION CHANNEL IS USED, STUDS ATTACHED TO CEILING RUNNER WITH SHEET METAL SCREWS. WHEN DEFLECTION CHANNEL IS NOT USED, STUDS SHOULD NEST IN CEILING RUNNER WITHOUT ATTACHMENT. 5. STEEL FLOOR UNITS TO BE SPRAYED WITH MINIMUM 3/4' THICKNESS UL CLASSIFIED MONOKOTE TYPE MK-6/HY FIREPROOFING MANUFACTURED BY W.R. GRACE & CO. FIREPROOFING TO COMPLETELY FILL FLUTES WITHIN JOINT SYSTEM, OVERLAPPING A MINIMUM 1' ONTO GYPSUM BOARD, FIREPROOFING TO FORM A RADIUS OF MINIMUM 3' FROM STEEL FLOOR UNITS TO JOINT SYSTEM. 6. MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER RADIUS FORMED FROM FIREPROOFING AND OVERLAPPING A MINIMUM 1/2' ONTO GYPSUM ON BOTH SIDES OF WALL ASSEMBLY. NOTE r AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 3, CEILING RUNNERS, MANUFACTURED BY SLIPTRACK SYSTEMS, INC., METAL-LITE, TOTAL STEEL SOLUTIONS, OR THE STEEL NETWORK, INC., MAY BE USED. WHEN ALTERNATE CEILING TRACKS ARE USED, CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION INSTRUCTIONS, Sheet 1 of 1 Drawing No, aOEEEFO HILTI, Inc, Scale 9/64' = F HWD j Tulsa, Oklahoma USA (918) 252-6000 FIRESTOP SYSTEMS Date June 30, 2003 0313b ULIcUL SYSTEM NO. HW-D-0388 TOP OF WALL JOINT: 1-HR. OR 2-HR. GYPSUM WALL ASSEMBLY ASSEMBLY RATING = 1-HR.OR 2-HR. o (DEPENDING ON RATING OF WALL AND FLOOR ASSEMBLY) N 0 CLASS II MOVEMENT CAPABILITIES- 12.5%COMPRESSION OR EXTENSION co co 1 FRONT VIEWCD A G _ r,. i• --4T i tillllillllllll lilllllllllllll01% 4 5 .., llllllllll • '-' : llllllllll 2 MAXIMUM 4" 9 s SECTION A-A A ° O v 9 Sheet 1 of 2 Drawing No. HILTI Inc. HWD � Scale 9164"=1" FIRESTOP SYSTEMS Tulsa, Oklahoma USA(918)252-6000 Date 0388a Nov.2,2004 Saving Lives through Innovation and Education UL/cUL SYSTEM NO. HW-D-0388 TOP OF WALL JOINT: 1-HR. OR 2-HR. GYPSUM WALL ASSEMBLYCN o ASSEMBLY RATING = 1-HR.OR 2-HR. (DEPENDING ON RATING OF WALL AND FLOOR ASSEMBLY) cc co CLASS II MOVEMENT CAPABILITIES- 12.5%COMPRESSION OR EXTENSION g 1. FLOOR OR ROOF ASEMBLY(1-HR. OR 2-HR. FIRE-RATING): _ A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR(MINIMUM 2.112"THICK)OVER METAL DECK (UL/cUL CLASSIFIED D700 SERIES). B. (NOT SHOWN). FLUTED STEEL ROOF DECK WITH SPRAY-APPLIED FIREPROOFING (UL/cUL CLASSIFIED P700 SERIES). 2. STRUCTURAL STEEL BEAM OR OPEN-WEB STEEL JOIST AS SPECIFIED IN THE INDIVIDUAL D700 OR P700 SERIES FLOOR-CEILING DESIGN. STEEL SUPPORT ORIENTED PARALLEL AND LOCATED 1"TO 6"FROM WALL. 3. UL/cUL CLASSIFIED MONOKOTE (TYPE MK-H/HY, MK-61HY ES, OR MK-6S) FIREPROOFING SPRAYED TO THE THICKNESS SPECIFIED IN THE INDIVIDUAL D700 OR P700 SERIES DESIGN (SEE NOTE NO. 1 BELOW). 'FIREPROOFING TO COMPLETELY FILL FLUTES ABOVE THE STRUCTURAL STEEL SUPPORT AND ABOVE THE CEILING RUNNER(SEE NOTE NO. 2 BELOW). 4. GYPSUM WALL ASSEMBLY. (UL/cUL CLASSIFIED U400 OR V400 SERIES) (1-HR. OR 2-HR. FIRE-RATING) (SEE NOTE NO.4 BELOW). 5. CEILING RUNNER(MINIMUM 25 GA.,WITH 2"TO 3" FLANGES) FASTENED TO UNDERSIDE OF DECK(SEE NOTE NO.3 BELOW). 6. STEEL STUDS (MINIMUM 3-112"WIDE), CUT 1/2"TO 3/4" LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. 7. MINIMUM 4"THICKNESS MINERAL WOOL(MINIMUM 4 PCF DENSITY)COMPRESSED 33%AND INSTALLED FLUSH WITH BOTTOM SURFACE OF FIREPROOFING ON STRUCTURAL STEEL MEMBER. 8. MINIMUM 5/8"OR 1-1/4"THICKNESS MINERAL WOOL(MINIMUM 4 PCF DENSITY) COMPRESSED 50%AND INSERTED INTO JOINT FLUSH WITH SURFACE OF WALL. 9. MINIMUM 118" (WET)THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL/FIREPROOFING AND TO OVERLAP A MINIMUM 1/2"ONTO GYPSUM AND MINIMUM 2"ONTO FIREPROOFING. NOTES : 1.WHEN STRUCTURAL STEEL SUPPORT CONSISTS OF OPEN-WEB STEEL JOISTS, 3/8" DIAMOND MESH EXPANDED STEEL LATH (1.7 TO 3.4 LB./SQ.YD.)SHALL BE INSTALLED TO COMPLETELY COVER ONE SIDE OF EACH JOIST. LATH SHALL BE SECURED WITH STEEL TIE WIRE AND COMPLETELY FILLED WITH FIREPROOFING. 2.AS AN ALTERNATE, FIREPROOFING IN THE FLUTES ABOVE THE CEILING RUNNER MAY BE APPLIED TO FOLLOW THE CONTOUR OF THE STEEL DECK. IN THIS CASE, MINERAL WOOL (MINIMUM 4 PCF DENSITY)TIGHTLY PACKED AND INSTALLED TO COMPLETELY FILL VOID ABOVE CEILING RUNNER FLUSH WITH WALL OPPOSITE OF STEEL SUPPORT. 3.AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 5, CEILING RUNNERS, MANUFACTURED BY SLIPTRACK SYSTEMS OR TOTAL STEEL SOLUTIONS, MAY BE USED.WHEN ALTERNATE CEILING TRACKS ARE USED, CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION INSTRUCTIONS. 4.WHERE TOP OF WALL ASSEMBLY IS INACCESSIBLE ABOVE THE STRUCTURAL STEEL SUPPORT, THE GYPSUM BOARD ATTACHMENT SCREWS MAY BE OMITTED. Sheet 2 of 2 Drawing No. HILTI, Inc. scale HWD � Tulsa, Oklahoma USA(918)252-6000 038 FIRESTOP SYSTEMS Date Nov.2,2004 Saving Lives through Innovation and Education UL/cUL SYSTEM NO. HW—D-0342 TOP OF WALL JOINT : 2-HR, GYPSUM SHAFT WALL ASSEMBLY ASSEMBLY RATING = 2—HR. ti CLASS II MOVEMENT CAPABILITIES — 8% COMPRESSION OR EXTENSIONCo Cu 3 x FRONT VIEW SECTION A—A 1 A �1 • a e v ° G f a ° . v Gp a ° ° ed ————————————— — 2 3 4 A 5 5 1, LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR ASSEMBLY (MINIMUM 4-1/2' THICK) (2—HR. FIRE—RATING), 2, GYPSUM SHAFT WALL ASSEMBLY (UL/cUL CLASSIFIED U400 SERIES) (2—HR. FIRE—RATING), 3. 'Jo SHAPED CEILING RUNNER, MINIMUM 2-1/2' WIDE WITH LEGS OF 1' AND 2' (MINIMUM 24 GA.) FASTENED TO UNDERSIDE OF CONCRETE FLOOR AT LOCATION NOT GREATER THAN 2' FROM ENDS AND MAXIMUM 24' D.C. 4. 'C-H' SHAPED STUDS (MINIMUM 2-1/2' WIDE, MINIMUM 25 GA.) CUT 3/8' TO 1/2' LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. 5. MINIMUM 1' DEPTH HILTI CP 606 FLEXIBLE FIRESTOP SEALANT. (� ® Sheet 1 of 1 Draw/ng No. HILTI, Inc, scare 7/32' = V HWD FIRESTOP SYSTEMS Tulsa, Oklahoma USA (918) 252-6000 Date Aug, 12, 2003 0342b DS ENGINEERING JUDGMENT FIRESTOP DETAIL PROJECT : CAPE REGENCY CONTRACTOR : GLEESON POWERS, INC. F-RATING= 1-HR.OR 2-HR. FRONT VIEW SECTION A-A 1 Qad q d I ea. d r r -- --- T7- - - --- `Y' 4 NO ACCESS I I THIS SIDE 7-A- 1. CONCRETE FLOOR OVER METAL DECKING ASSEMBLY(MINIMUM 2-112"THICK)(1-HR.OR 2-HR. FIRE-RATING). 2. GYPSUM SHAFT WALL ASSEMBLY(1-HR. OR 2-HR. FIRE-RATING)(2-HR.SHOWN). 3. MINERAL WOOL (MIN.4 PCF DENSITY) COMPRESSED 50%, RECESSED TO ACCOMMODATE SEALANT, t FLUSH WITH NON ACCESSIBLE SIDE. 4. HILTI CP 606 FLEXIBLE FIRESTOP SEALANT: A. MINIMUM 518" DEPTH REQUIRED FOR 1-HR. FIRE-RATING. B. MINIMUM 1-114" DEPTH REQUIRED FOR 2-HR. FIRE-RATING. NOTES : 1. MAXIMUM WIDTH OF JOINT=3/4". 2.T-RATING MAY NOT EQUAL F-RATING IN ACCORDANCE WITH UL 2079. THIS ENGINEERING JUDGMENT REPRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED RATINGS IF TESTED. (REFERENCE : UL SYSTEM NO. HW-D-0077, HW-D-0342&HW-D-0045) HILTI,Inc. Sheet I l of 1 Drawing No. Tulsa,Oklahoma USA(800)879-8000 Scale ., Designed by 5132,._— 86402a Hilti Firestop Systems Date No�.27,2007 Saving Lives through Innovation and Education DS ENGINEERING JUDGMENT FIRESTOP DETAIL PROJECT : CAPE REGENCY CONTRACTOR: GLEESON POWERS, INC. F-RATING=2-HR. N N FRONT VIEW SECTION A-A A z 1 ° a . .a• ,ay. d. . ev d .v d4 • a v 0 0 3 A �n 5 4 2 1. CONCRETE(MINIMUM 2.112"THICK) OVER METAL DECK ASSEMBLY(2-HR. FIRE-RATING). 2. GYPSUM SHAFT WALL ASSEMBLY(ULIcUL CLASSIFIED)(2-HR. FIRE-RATING). 3. MINERAL WOOL(MINIMUM 4 PCF DENSITY) COMPRESSED 33%, INSERTED INTO METAL DECK FLUTE, AND FLUSH WITH GYPSUM SHAFT WALL SURFACES. 4. MINIMUM 118"(WET)THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL j AND TO OVERLAP MINIMUM 1/2" ONTO METAL DECK AND GYPSUM SHAFT WALL ASSEMBLY. 5. SHEET METAL COVER PLATE (MINIMUM 18 GA.THICKNESS) RECESSED MINIMUM 1/2", MAXIMUM 3/4", FROM METAL DECK ASSEMBLY AND ATTACHED TO GYPSUM SHAFT WALL WITH APPROPRIATE HILTI ANCHORS. NOTES : 1. MAXIMUM WIDTH OF JOINT=2-1/2". 2.T-RATING MAY NOT EQUAL F-RATING IN ACCORDANCE WITH UL 2079. THIS ENGINEERING JUDGMENT REPRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED RATINGS IF TESTED. (REFERENCE : ULIcUL SYSTEM NO'S. HW-D-0042 AND HW-D-0342) HILTI,Inc. Sheet 1 of 1 Drawing No. Tulsa,Oklahoma USA(918)252-6000 Scale Designed b 5132„_—� 86403a Hilti Firestop Systems Date Nov.27,2007 Saving Lives through Innovation and Education CIS ENGINEERING JUDGMENT FIRESTOP DETAIL PROJECT : CAPE REGENCY CONTRACTOR : GLEESON POWERS, INC. F-RATING =2-HR. N N FRONT VIEW SECTION A-A A � 1 � ° aa. d° d a b 0 0 All A 5 4 2 1. CONCRETE (MINIMUM 2-112"THICK)OVER METAL DECK ASSEMBLY(2-HR. FIRE-RATING). 2. GYPSUM SHAFT WALL ASSEMBLY(ULIcUL CLASSIFIED) (2-HR. FIRE-RATING). 3. MINERAL WOOL(MINIMUM 4 PCF DENSITY)COMPRESSED 33%, INSERTED INTO METAL DECK FLUTE AND FLUSH ON ONE SIDE WITH GYPSUM SHAFT WALL SURFACE,AND RECESSED TO ACCOMMODATE FIRESTOP SEALANT ON THE OTHER SIDE. 4. MINIMUM 1.114" DEPTH HILTI CP 606 FLEXIBLE FIRESTOP SEALANT. 5. SHEET METAL COVER PLATE (MINIMUM 18 GA. THICKNESS) RECESSED MINIMUM 1/2", MAXIMUM 314", FROM METAL DECK ASSEMBLY AND ATTACHED TO GYPSUM SHAFT WALL WITH APPROPRIATE HILTI ANCHORS. NOTES : 1. MAXIMUM WIDTH OF JOINT=2-112". 2. T-RATING MAY NOT EQUAL F-RATING IN ACCORDANCE WITH UL 2079. THIS ENGINEERING JUDGMENT REPRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED RATINGS IF TESTED. (REFERENCE : ULIcUL SYSTEM NO'S. HW-D-0077 AND HW-D-0342) HILTI,Inc. Sheet 1 of 1 Drawing No. Tulsa,Oklahoma USA(918)252-6000 Scale „_ „ i3Designed b 5132 -1 Hilti Firestop Systems Date Nov.27,2007 86404a Saving Lives through Innovation and Education i CIS ' ENGINEERING JUDGMENT FIRESTOP DETAIL PROJECT : CAPE REGENCY CONTRACTOR : GLEESON POWERS, INC. F-RATING=2-HR. FRONT VIEW 1 SECTION A-A A G v, e G d 'd A -------------------------- 3 A G� 2 1.CONCRETE (MINIMUM 2-112"THICK) OVER METAL DECK ASSEMBLY(2-HR. FIRE-RATING). 2. GYPSUM SHAFT WALL ASSEMBLY(ULIcUL CLASSIFIED) (2-HR. FIRE-RATING). 3. MINIMUM 1.1/4" DEPTH HILTI CP 606 FLEXIBLE FIRESTOP SEALANT. NOTES 1. MAXIMUM WIDTH OF JOINT= 1/2". 2.T-RATING MAY NOT EQUAL F-RATING IN ACCORDANCE WITH UL 2079. THIS ENGINEERING JUDGMENT REPRESENTS A FIRESTOP SYSTEM THAT WOULD BE EXPECTED TO PASS THE STATED RATINGS IF TESTED. (REFERENCE : ULIcUL SYSTEM NO'S. HW-D-0084 AND HW-D-0342) HILTI,Inc. Sheet 1 of 1 Drawing No. Tulsa,Oklahoma USA(918)252-6000 Scale Designed 6 5132„- -1 86405a Hilti Firestop Systems Date-9- Nov.27,2007 Saving Lives through Innovation and Education C i UL/cUL SYSTEM NO, HW-D-0259 TOP OF WALL JOINT : 1-HR. OR 2-HR, GYPSUM WALL ASSEMBLY ASSEMBLY RATING = 1-HR. OR 2-HR. (DEPENDING ON RATING OF WALL AND FLOOR ASSEMBLY) CLASS II MOVEMENT CAPABILITIES - 25% COMPRESSION OR EXTENSION FRONT VIEW i SECTION A-A N ro .. 77 d e e' .°•'e ° .V. . a• d v A. . e. .e.•° °. u' 4. d:e ,.,,r,"`'''`,•+ice.:L,^•: .4--•�" �-',:Ts�.�+fir ,�.,=.`•.,:� 3 .V r'•s�'r• i.yl�r,^ni.` :A; G I�--------------- }.. Qc�� L ---T- -----------------i—T-- I 7 8 A 4 5 1. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN. 2-1/2' THICK) OVER METAL DECKING (1-HR. OR 2-HR, FIRE-RATING), 2. STRUCTURAL STEEL BEAM, AS SPECIFIED IN THE INDIVIDUAL D-700 SERIES FLOOR/CEILING DESIGN, ORIENTED PARALLEL TO WALL ASSEMBLY, 3, UL CLASSIFIED MONOKOTE TYPE MK-6/HY FIREPROOFING, MANUFACTURED BY W.R, GRACE & CO., SPRAYED TO THE THICKNESS SPECIFIED IN THE INDIVIDUAL D700 SERIES DESIGN, FIREPROOFING TO COMPLETELY FILL FLUTES ABOVE STRUCTURAL STEEL BEAM. 4. GYPSUM WALL ASSEMBLY (UL/ULC CLASSIFIED U400 SERIES) (1-HR. OR 2-HR. FIRE-RATING) (2-HR. SHOWN). 5. CEILING RUNNER (MIN. 25 GA., WITH 2' FLANGES) SECURED TO STEEL BEAM THROUGH SPRAY- - APPLIED FIRE RESISTIVE MATERIAL (SEE NOTE BELOW). 6. STEEL STUDS (MIN. 3-5/8' WIDE), CUT 1/2' TO 3/4' LESS IN LENGTH THAN ASSEMBLY HEIGHT, NESTING IN CEILING RUNNER WITHOUT ATTACHMENT. 7. HILTI CP 767 SPEED STRIPS COMPRESSED 50% AND INSERTED INTO JOINT, FLUSH WITH WALL SURFACES (SEE NOTE NO. 2 BELOW), 8, MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL WITHIN JOINT. CP 672 TO OVERLAP MINIMUM 1/2' ONTO GYPSUM WALL ASSEMBLY AND MINIMUM 2' ONTO FIREPROOFING ON BOTH SIDES OF WALL ASSEMBLY. NOTES 1 1. AS AN ALTERNATE TO CEILING RUNNER IN ITEM NO. 5, SLOTTED CEILING RUNNER, MANUFACTURED BY SLIPTRACK SYSTEMS, INC., OR VERTITRACK, MANUFACTURED BY THE STEEL NETWORK, INC., MAY BE USED. WHEN ALTERNATE CEILING TRACKS ARE USED, CONSULT THE UL FIRE RESISTANCE DIRECTORY FOR INSTALLATION INSTRUCTIONS. 2, AS AN ALTERNATE TO HILTI CP 767 SPEED STRIPS, MINERAL WOOL (MINIMUM 4 PCF DENSITY) COMPRESSED 507., MAY BE USED. ' Sheet 1 of 1 Draw/ng No. ® HILTI, Inc,Tulsa, Oklahoma USA (918) 252-6000 Sale 5/32' = 1' HWD FIREST13P SYSTEMS Dote Sept, 15, 2003 0259c UL/cUL SYSTEM NO. HW-D-1037 TOP OF WALL JOINT = 2-HR, CONCRETE WALL OR BLOCK WALL ASSEMBLY ASSEMBLY RATING = 2-HR. CLASS II MOVEMENT CAPABILITIES - 14% COMPRESSION OR EXTENSION n 0 FRONT VIEW SECTION A-A' 1 A A c� 3 e• 4•• ,� id .. .. • a'. .. i •; rrr a r��r rrrrrrrr �r rrrrrr rrr.- rrrrrrrrrr rrrrr rrrrr rrrrrrrrr�,~ (Ll A5 �, 3 4 X \ Z Q f M X: 2 IF D f A x a 1. FLOOR OR ROOF ASSEMBLY (2-HR, FIRE-RATING) A. LIGHT WEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN, 2-1/2' THICK) OVER METAL DECKING (UL/ULC CLASSIFIED D700 OR D900 SERIES). B. (NOT SHOWN), FLUTED STEEL ROOF DECK WITH SPRAY-APPLIED FIREPROOFING (UL/ULC CLASSIFIED P700 SERIES). 2, CONCRETE WALL ASSEMBLY (2-HR. FIRE-RATING) A, LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL (MIN. 8' THICK). B. ANY UL/ULC CLASSIFIED CONCRETE BLOCK WALL. 3, MINERAL WOOL (MINIMUM 4 PCF DENSITY) COMPRESSED 50% AND INSERTED INTO JOINT, FLUSH WITH BOTH SIDES OF WALL ASSEMBLY, 4. HILTI CP 777 SPEED PLUGS FRICTION FITTED TO COMPLETELY FILL FLUTE, FLUSH WITH BOTH SIDES OF WALL. (SEE NOTE NO. 3 BELOW). 5, MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP MINIMUM 1/2' ONTO CONCRETE WALL OR CONCRETE BLOCK WALL AND METAL DECK ON BOTH SIDES OF WALL ASSEMBLY. NOTES 1 1, STEEL FLOOR UNITS MAY BE SPRAYED WITH A MINIMUM 5/16' THICKNESS TO MAXIMUM 1-3/4' THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK-6/HY FIREPROOFING MANUFACTURED BY W.R. GRACE & CO. 2. WHEN THE STEEL DECK IS COATED WITH FIREPROOFING, HILTI CP 672 SPEED SPRAY SHALL OVERLAP THE WALL MINIMUM 1/2' AND OVERLAP THE FIRE.- PROOFING MINIMUM 21, ON BOTH SIDES OF THE WALL, 3. AS AN ALTERNATE TO HILTI CP 777 SPEED PLUGS, MINERAL WOOL (MIN, 4 PCF DENSITY) COMPRESSED 50% MAY BE USED. Sheet 1 of 1 Draw/ng No. HILTI, Inc, sale vs' = 1� HWD FIRESTOP SYSTEMS Tu(sa, Oklahoma USA (918) 252-6000 Date Aug, 15, 2003 1037c UL/cUL SYSTEM NO. HW-D-0181 TOP OF WALL JOINT : 2-HR. CONCRETE WALL OR BLOCK WALL ASSEMBLY ASSEMBLY RATING = 2-HR. CLASS II AND CLASS III MOVEMENT CAPABILITIES = 12,5% COMPRESSION OR EXTENSION I CV 0 ON Cu FRONT VIEW SECTION A-A A l L • Cu =A I (U M � f 3 Z 2 X Q 4 A � 1. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN. 2-1/2' THICK) OVER METAL DECKING (2-HR, FIRE-RATING). 2, CONCRETE WALL ASSEMBLY (2-HR, FIRE-RATING) A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL (MIN. 8' THICK). B. ANY UL/ULC CLASSIFIED CONCRETE BLOCK WALL, 3, MINERAL WOOL (MIN, 4 PCF DENSITY) COMPRESSED 33% AND INSERTED INTO JOINT, FLUSH WITH OUTSIDE WALL SURFACES. 4, MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 FIRESTDP JOINT SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP A MINIMUM 1/2' ONTO CONCRETE WALL AND METAL DECKING ON BOTH SIDES OF WALL ASSEMBLY, NOTES 1, STEEL FLOOR UNITS MAY BE SPRAYED WITH A MINIMUM 5/16' THICKNESS TO MAXIMUM 1-3/4' THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK-6/HY FIREPROOFING MANUFACTURED BY W.R. GRACE & CO, 2, WHEN THE STEEL DECK IS COATED WITH FIREPROOFING, HILTI CP 672 SHALL OVERLAP THE WALL A MINIMUM OF 1/2' AND OVERLAP THE FIREPROOFING A MINIMUM 2' ON BOTH SIDES OF THE WALL. Sheet 1 of 1 Braw/ng Na HILTI, Inc. sale 7/64' = I- HWD FIRESTDP SYSTEMS Tulsa, Oklahoma USA (918) 252-6000 Date OCT. 29, 2002 0181b UL/cUL SYSTEM NO. HW—D-0286 TOP OF WALL JOINT = 2-HR. CONCRETE WALL OR BLOCK WALL ASSEMBLY ASSEMBLY RATING = 2—HR. Co CLASS II MOVEMENT CAPABILITIES — 12.5% COMPRESSION OR EXTENSION Co FRONT VIEW SECTION A—A CoID B 3 A rrrr Ad el"k r C rrr ° rr r r r r r r r..+rrrr rrrr rrrr N r r r r r r r r r r \ r r r ti (U C f 3 • N 6 Z X 2 5 4 Q x ::IF v A A c� 1. FLOOR OR ROOF ASSEMBLY (2-HRr FIRE—RATING) A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN, 2-1/2' THICK) OVER METAL DECKING (UL/ULC CLASSIFIED D900 SERIES), Br INSULATING CONCRETE (MIN. 2-1/4' THICK) OVER METAL DECKING (UL/ULC CLASSIFIED P900 SERIES). 2. CONCRETE WALL ASSEMBLY (2—HRr FIRE—RATING) A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL (MIN. 8' THICK), B. ANY UL/ULC CLASSIFIED CONCRETE BLOCK WALL, 3. MINIMUM 2' THICKNESS MINERAL WOOL (MIN. 4 PCF DENSITY) COMPRESSED 33% TO FILL THE JOINT BETWEEN THE TOP OF WALL AND BOTTOM OF METAL DECK. 4, MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP MINIMUM 1/2' ONTO CONCRETE WALL OR CONCRETE BLOCK WALL AND METAL DECK. 5. MINIMUM 6' THICKNESS MINERAL WOOL (MIN. 4 PCF DENSITY) COMPRESSED 33% AND FLUSH WITH WALL ASSEMBLY. 6. MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO-OVERLAP MINIMUM 1/2' ONTO CONCRETE WALL OR CONCRETE BLOCK WALL AND METAL DECK. NOTES 1 lr MAXIMUM WIDTH OF JOINT = 2'r 2. THIS FIRESTOP SYSTEM WAS DESIGNED AND TESTED FOR APPLICATIONS IN WHICH THERE IS LIMITED OR NO ACCESS AVAILABLE ON ONE SIDE OF THE WALL. ' Sheet 1 of 1 Drar/ng No, HILTI, Inc, Scale 9/64' = V HWD FIRESTOP SYSTEMS Tulsa, Oklahoma USA (918) 252-6000 Date Aug, 8, 2003 0286c UL/cUL SYSTEM NO. HW-D-0285 TOP OF WALL JOINT 2-HR, CONCRETE WALL OR BLOCK WALL ASSEMBLY ASSEMBLY RATING = 2-HR. CD c CLASS II MOVEMENT CAPABILITIES - 12,5% COMPRESSION OR EXTENSION , to co clu FRONT VIEW B SECTION A-A 3 A � a d e _'T:�^'� rj:^�`t. -:' t•�\'�' a .. 'a. a. .d .d •l: :' Ofalnyar}C{.t :'r j °' '.e i e ' � - rr ''4 frr� rrrrrr rrrrr __— �r —_ r r r r (U 3 N 6 cu 5 4 x D Z X g 2 A � 1, FLOOR OR ROOF ASSEMBLY (2—HR, FIRE—RATING) A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN, 2-1/2' THICK) OVER METAL DECKING (UL/ULC CLASSIFIED D900 SERIES), B. INSULATING CONCRETE (MIN. 2-1/4' THICK) OVER METAL DECKING (UL/ULC CLASSIFIED P900 SERIES). 2. CONCRETE WALL ASSEMBLY (2—HR, FIRE—RATING) A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL (MIN, 8' THICK), B. ANY UL/ULC CLASSIFIED CONCRETE BLOCK WALL, 3. MINIMUM 2' THICKNESS MINERAL WOOL (MIN. 4 PCF DENSITY) COMPRESSED 33% TO FILL THE JOINT AND FLUTE ON ONE SIDE OF THE WALL, 4. MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP MINIMUM 1/2' ONTO CONCRETE WALL OR CONCRETE BLOCK WALL AND METAL DECK, 5, MINIMUM 6' THICKNESS MINERAL WOOL (MIN, 4 PCF DENSITY) COMPRESSED 33% AND FLUSH WITH WALL ASSEMBLY. 6, MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP MINIMUM 1/2' ONTO CONCRETE WALL OR CONCRETE BLOCK WALL AND METAL DECK. NOTES 1 It MAXIMUM WIDTH OF JOINT = 2', 2, AS AN ALTERNATE TO THE MINERAL WOOL INSTALLED IN THE FLUTES, HILTI CP 777 SPEED PLUGS MAY BE USED. 3. THIS FIRESTOP SYSTEM WAS DESIGNED AND TESTED FOR APPLICATIONS IN WHICH THERE IS LIMITED OR NO ACCESS AVAILABLE ON ONE SIDE OF THE WALL, ® sheet 1 Of 1 - Braw/ng No. HILTI, Inc, scale 1/8, = 1' HWD Tulsa, Oklahoma USA (918) 252-6000 FIREST13P SYSTEMS Date Aug, 8, 2003 0285c UL/cUL SYSTEM NO, HW-D-1044 TOP OF WALL JOINT : 2-HR. CONCRETE BLOCK WALL ASSEMBLY ASSEMBLY RATING = 2-HR, CLASS II MOVEMENT CAPABILITIES - 14% COMPRESSION OR EXTENSIONCm 0 ci 0 A • 3 x FRONT VIEW SECTION A—A 1 A 4 + a'• rrr r r r r - rrrrr rrrr rrrrr rrrr rr rrrr rrrrr rrrr, X � N < N N (� A � 2 3 1, FLOOR OR ROOF ASSEMBLY" (2-HR, FIRE-RATING) A, LIGHT WEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN, 2-1/2' THICK).OVER METAL DECKING (UL/ULC CLASSIFIED D700 OR D900 SERIES), B. (NOT SHOWN), FLUTED STEEL ROOF DECK WITH SPRAY-APPLIED FIREPROOFING (UL/ULC CLASSIFIED P700 SERIES), 2, CONCRETE BLOCK WALL ASSEMBLY (2-HR, FIRE-RATING), 3, STEEL ANGLES (MAXIMUM SIZE 1 5' x 3' x 12 GA,, OR THICKER) CUT MAXIMUM 12' LONG AND FASTENED TO METAL DECK AT MINIMUM 24' C/C, STEEL ANGLES TO BE STAGGERED ON OPPOSITE SIDE OF WALL, 4, MINERAL WOOL (MIN, 4 PCF DENSITY) COMPRESSED 50% AND INSERTED INTO JOINT, BEHIND STEEL ANGLES AND INTO FLUTE, 5, MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP MINIMUM 1/2' ONTO BLOCK WALL, STEEL ANGLES, AND METAL DECK ON BOTH SIDES OF WALL ASSEMBLY, NOTES 1, MAXIMUM WIDTH OF JOINT = 3-1/2', 2, STEEL FLOOR UNITS MAY BE SPRAYED WITH A MINIMUM 5/16' THICKNESS TO MAXIMUM 1-3/4' THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK-6/HY FIREPROOFING MANUFACTURED BY W.R. GRACE & CO, 3, WHEN THE STEEL DECK IS COATED WITH FIREPROOFING, HILTI CP 672 SPEED SPRAY SHALL OVERLAP THE WALL MIN, 1/2' AND OVERLAP THE FIREPROOFING MINIMUM 20, ON BOTH SIDES OF THE WALL, ® Sheet 1 of 1 Draw/ng No. HILTI, Inc, Scale 3/32' = 1' HWD FIRESTOP SYSTEMS Tulsa, Oklahoma USA (918) 252-6000 Date Jan. 10, 2003 1044a i UL/cUL SYSTEM N0, HW-D-0225 TOP OF WALL JOINT : 2-HR. CONCRETE WALL OR BLOCK WALL ASSEMBLY ASSEMBLY RATING = 2-HR. N CLASS II MOVEMENT CAPABILITIES - 11% COMPRESSION OR EXTENSION Ln CU CU o A 3 FRONT VIEW 1 SECTION A-A A �I { a e a a e •.d d e. . d. e a e s d• s ed a . . r rrrrrr r .� rrrr r r r r r r r r r r r r r r r r r r r r r 4 5 N 3 X X Q i 2 A � 1, LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN, 2-1/2' THICK) OVER METAL DECKING (2-HR, FIRE-RATING) (UL/ULC CLASSIFIED D900 SERIES). 2. CONCRETE WALL ASSEMBLY (2-HR. FIRE-RATING) i A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL (MIN, 5' THICK). B. ANY UL/ULC CLASSIFIED CONCRETE BLOCK WALL, 3. HILTI CP 777 SPEED PLUGS FRICTION FITTED TO COMPLETELY FILL FLUTE, RECESSED 1/2' ON EACH SIDE OF WALL TO ACCOMMODATE FIRESTOP SEALANT. (SEE NOTE BELOW). 4, MINERAL WOOL (MIN. 4 PCF DENSITY) COMPRESSED 20% AND INSERTED INTO JOINT, RECESSED 1/2' ON EACH SIDE OF WALL TO ACCOMMODATE FIRESTOP SEALANT. 5, MINIMUM 1/2' DEPTH HILTI CP 606 FLEXIBLE FIRESTOP SEALANT FLUSH WITH BOTH SIDES OF WALL ASSEMBLY. NOTE AS AN ALTERNATE TO HILTI 777 SPEED PLUGS, MINERAL WOOL (MIN. 4 PCF DENSITY) COMPRESSED 20% MAY BE USED. �1 ® Sheet 1 of 1 Draw/ng No, HILTI, Inca Tulsa, Oklahoma USA (918) 252-6000 Scale , 9/64' = 1' HWD FIRESTOP SYSTEMS. Date March 29, 2002 0225b i UL/cUL SYSTEM NO, HW-D-0081 TOP OF WALL JOINT 2-HR. CONCRETE WALL OR BLOCK WALL ASSEMBLY ASSEMBLY RATING = 2-HR. CD Co CLASS II MOVEMENT CAPABILITIES - 33% COMPRESSION OR EXTENSION o Co sp A 3 x CONFIGURATION A.- CONFIGURATION B Act B B r ' ♦ a`r a « , y. d 4 5 5 �, 3 3 X D Q X Q 2 2 A � 1, FLOOR OR ROOF ASSEMBLY (1-HR. OR 2-HR, FIRE-RATING) A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MINIMUM 2-1/2' THICK) OVER METAL DECKING (UL/cUL CLASSIFIED D700 OR D900 SERIES), B. INSULATING CONCRETE (MINIMUM 2-1/4' THICK) OVER METAL DECKING (UL/cUL CLASSIFIED P900 SERIES), 2, CONCRETE WALL ASSEMBLY (2-HR, FIRE-RATING) A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL (MINIMUM 5' THICK), B. ANY UL/cUL CLASSIFIED CONCRETE BLOCK WALL. 3. MINERAL WOOL (MINIMUM 4 PCF DENSITY) COMPRESSED 50% AND INSERTED INTO JOINT, RECESSED 1/2' ON EACH SIDE OF WALL TO ACCOMMODATE FIRESTOP SEALANT, 4, HILTI, CP 777 SPEED PLUGS FRICTION FITTED TO COMPLETELY FILL FLUTE, RECESSED 1/2' ON EACH SIDE OF WALL TO ACCOMMODATE FIRESTOP SEALANT. 5, MINIMUM 1/2' DEPTH HILTI CP 606 FLEXIBLE FIRESTOP SEALANT FLUSH WITH BOTH SIDES OF WALL ASSEMBLY, NOTE AS AN ALTERNATE TO HILTI CP 777 SPEED PLUGS, MINERAL WOOL (MINIMUM 4 PCF DENSITY) COMPRESSED 20% MAY BE USED, Sheet 1 of 1 Drawing No. HILTI, Inc, - . HWD Tulsa, Oklahoma USA (918) 252-6000 Sca,e 5/32- - i- FIRESTOP SYSTEMS Date June 8, 2004 0081g i UL/cUL SYSTEM NO, HW—D-0258 TOP OF WALL JOINT : 2-HR, CONCRETE WALL OR BLOCK WALL ASSEMBLY ASSEMBLY RATING = 2—HR. CU CLASS II MOVEMENT CAPABILITIES — 25% COMPRESSION OR EXTENSION CU 0 FRONT VIEW co T • o A 3 d D r r 1 A 5 6 SECTION A-A X • e Q °�• .e as d �'::.'� ;i.':� rrrrr ".:'+:,,:<:.",-,'..•:,.'?':.'::?:;:, �.:`•. �.._.;>`-:� rrrrr .:�i:::-:.L::;�ti.�•i�:�. rrrrr _ rrrrr .�;�• - rrrrr 2 3 rrrrr rrrrr •.;.�-�': rrrrr ��1;.:. �..�✓. rrrrrr - �• ��• ��; rrrr ..�. rrrrr rrrrr `•�:k;:i:}..��:+;:-�ti'�-�;��.. rrrrr �?'I' rrrrr rrrrr 4 Sheet 1 of 2 Drawing No. HILTI, Inc, scale 5/32' 1' HWD Tulsa, Oklahoma USA (918) 252-6000 FIRESTOP SYSTEMS Date April 26, 2002 0258b UL/cUL SYSTEM NO. HW-D-0258 TOP OF WALL JOINT : 2-HR, CONCRETE WALL OR BLOCK WALL ASSEMBLY ASSEMBLY RATING = 2-HR. o CLASS II MOVEMENT CAPABILITIES - 25% COMPRESSION OR EXTENSION CU 0 co CU 0 A 3 x 1. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN, 2-1/2' THICK) OVER METAL DECKING (2-HR. FIRE-RATING), 2, OPTIONAL i STEEL BEAM OR OPEN WEB STEEL JOIST, ORIENTED PERPENDICULAR TO WALL ASSEMBLY (SEE NOTE NO. 1 BELOW), 3, UL CLASSIFIED MONOKOTE TYPE MK-6/HY FIREPROOFING SPRAYED TO THE THICKNESS SPECIFIED IN THE INDIVIDUAL D700 SERIES DESIGN (SEE NOTE NO, 2 BELOW), 4, CONCRETE WALL ASSEMBLY (2-HR. FIRE-RATING) A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL (MIN. 5' THICK), B. ANY UL/ULC CLASSIFIED CONCRETE BLOCK WALL. 5, MINERAL WOOL (MIN. 4 PCF DENSITY) COMPRESSED 50% AND INSERTED INTO JOINT AND BAR JOIST/STEEL BEAM OPENING, FLUSH WITH WALL SURFACES. 6, MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP MINIMUM 1/2' ONTO CONCRETE WALL ASSEMBLY, AND MINIMUM 2' ONTO FIREPROOFING, ON BOTH SIDES OF WALL ASSEMBLY, NOTES 1, WHERE OPEN-WEB STEEL JOISTS PASS THROUGH THE WALL, 3/8' DIAMOND MESH EXPANDED STEEL LATH (NOMINAL WEIGHT = 1,7 TO 3,4 LB, PER YARD) SHALL BE SECURED TO ONE SIDE OF EACH JOIST WITH STEEL TIE WIRE. 2, FIREPROOFING MATERIAL TO BE EXCLUDED FROM METAL DECK DIRECTLY ABOVE THE CONCRETE WALL ASSEMBLY AND FROM THE FLANGES OF THE STEEL BEAM OR STEEL JOIST. 3. MAXIMUM WIDTH OF JOINT = 1', 4, OPENING SHALL BE FORMED AROUND EACH STRUCTURAL STEEL MEMBER, MINIMUM CLEARANCE OF 11, TO MAXIMUM CLEARANCE OF 48, SHALL BE MAINTAINED BETWEEN WALL ASSEMBLY AND FIREPROOFING ON THE TWO SIDES OF MEMBER, MAXIMUM CLEARANCE OF 2' SHALL BE MAINTAINED ON THE BOTTOM OF THE STEEL SUPPORT MEMBER, Sheet 2 Of 2 Draw/ng No, HILTI, Inc, sure 5/32' _ 11 HWD FIRESTOP SYSTEMS Tulsa, Oklahoma USA (918> 252-6000 Date April 26, 2002 0258b UL/cUL SYSTEM NO. HW—D-1041 TOP OF WALL JOINT ; 2-HR, CONCRETE WALL OR BLOCK WALL ASSEMBLY ASSEMBLY RATING = 2—HR. CLASS II MOVEMENT CAPABILITIES — 14% COMPRESSION OR EXTENSION Co o 0 s FRONT VIEW SECTION A-A 1 � , A D f x a. .d a .e ° e ' .. e ° a a' ° .a .° ° ...° e °. d I , , ° e e e e r r r N 3 2 D X IL_ v A c� 4 1, LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR (MIN. 2-1/2' THICK) OVER METAL DECKING (2—HR, FIRE—RATING) (SEE NOTE BELOW). 2, CONCRETE WALL ASSEMBLY (2—HR, FIRE—RATING) A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL (MIN. 5' THICK), B. ANY UL/ULC CLASSIFIED CONCRETE BLOCK WALL, 31 MINERAL WOOL (MIN, 4 PCF DENSITY) COMPRESSED 50% AND INSERTED INTO JOINT, FLUSH WITH WALL SURFACES, 4, MINIMUM 1/8' (WET) THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP MINIMUM 1/2' ONTO CONCRETE WALL OR BLOCK WALL, AND MINIMUM 2' ONTO FIREPROOFING, ON BOTH SIDES OF WALL ASSEMBLY. NOTE i STEEL FLOOR UNITS TO BE SPRAYED WITH 1-1/2' THICKNESS OF UL CLASSIFIED MONOKOTE TYPE MK-6/HY FIREPROOFING MANUFACTURED BY W.R. GRACE. FIREPROOFING TO COMPLETELY FILL FLUTES ABOVE WALL ASSEMBLY, Sheet 1 of 1 Draw/ng No. Ls—ZJa� �® HILTI, Inca S"e 5/32' = v HWD FIRESTOP SYSTEMS Tulsa, Oklahoma USA (918) 252-6000 Date Aug. 26, 2002 1041b ULIcUL SYSTEM NO. HW-D-0389 TOP OF WALL JOINT: 2-HR. CONCRETE OR BLOCK WALL ASSEMBLY ASSEMBLY RATING=2-HR. o CLASS II MOVEMENT CAPABILITIES- 12.5% COMPRESSION OR EXTENSION cc co Cn 1 FRONT VIEWCD a a ,a •d a •a °, ..R•^ :.� �'\•.•1,,.•,1 �l.fir,..''�'iq't.'`v'•Y:•:'.:FV� 1 3 : I:• i,. _ lllllllllllllll • llllllllll T/MAXIMUM 4" 7A 4 SECTION A-A A • '. ° ..a 'e. d a• .. v a v •° a °d d • a a C . 7 Sheet� 1 of 2 Drawing No.HILTI Inc. HWD � Scale 9164"=1" FIRESTOP SYSTEMS• ; Tulsa, Oklahoma USA(918)252-6000 Date Nov.z,2004 0389a Saving Lives through Innovation and Education r UUcUL SYSTEM NO. HW-D-0389 TOP OF WALL JOINT: 2-HR. CONCRETE OR BLOCK WALL ASSEMBLY ASSEMBLY RATING=2-HR. o Cq CLASS II MOVEMENT CAPABILITIES- 12.5%COMPRESSION OR EXTENSION cc coco O O 2 T 1. FLOOR OR ROOF ASEMBLY(1-HR. OR 2-HR. FIRE-RATING)- A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE FLOOR(MINIMUM 2-112"THICK)OVER METAL DECK (UUcUL CLASSIFIED D700 SERIES). B. (NOT SHOWN). FLUTED STEEL ROOF DECK WITH SPRAY-APPLIED FIREPROOFING (UUcUL CLASSIFIED P700 SERIES). 2. STRUCTURAL STEEL BEAM OR OPEN-WEB STEEL JOIST AS SPECIFIED IN THE INDIVIDUAL D700 OR P700 SERIES FLOOR-CEILING DESIGN. STEEL SUPPORT ORIENTED PARALLEL AND LOCATED 1"TO 6" FROM WALL. 3. UUcUL CLASSIFIED MONOKOTE (TYPE MK-HIHY, MK-61HY ES, OR MK-6S) FIREPROOFING SPRAYED TO THE THICKNESS SPECIFIED IN THE INDIVIDUAL D700 OR P700 SERIES DESIGN (SEE NOTE NO. 1 BELOW). FIREPROOFING TO COMPLETELY FILL FLUTES ABOVE THE STRUCTURAL STEEL SUPPORT AND FOLLOW THE CONTOUR OF THE STEEL DECK ABOVE THE WALL. 4. CONCRETE WALL ASSEMBLY(2-HR. FIRE-RATING): A. LIGHTWEIGHT OR NORMAL WEIGHT CONCRETE WALL(MINIMUM 6"THICK). B.ANY UUcUL CLASSIFIED CONCRETE BLOCK WALL ASSEMBLY. 5. MINIMUM 4"THICKNESS MINERAL WOOL(MINIMUM 4 PCF DENSITY)COMPRESSED 33%AND INSTALLED FLUSH WITH BOTTOM SURFACE OF FIREPROOFING ON STRUCTURAL STEEL MEMBER. 6. MINIMUM 6"THICKNESS MINERAL WOOL(MINIMUM 4 PCF DENSITY)COMPRESSED 50%AND INSERTED INTO JOINT AND FLUTES FLUSH WITH SURFACE OF WALL. 7. MINIMUM 118" (WET)THICKNESS HILTI CP 672 SPEED SPRAY TO COMPLETELY COVER MINERAL WOOL AND TO OVERLAP A MINIMUM 1/2"ONTO CONCRETE AND MINIMUM 2"ONTO FIREPROOFING. NOTE:: WHEN STRUCTURAL STEEL SUPPORT CONSISTS OF OPEN-WEB STEEL JOISTS,3/8" DIAMOND MESH EXPANDED STEEL LATH (1.7 TO 3.4 LB./SQ.YD.)SHALL BE INSTALLED TO COMPLETELY COVER ONE SIDE OF EACH JOIST. LATH SHALL BE SECURED WITH STEEL TIE WIRE AND COMPLETELY FILLED WITH FIREPROOFING. Sheet 2 of 2 Drawing No. ® HILTI, Inc. Scale HW� FIRESTOP SYSTEMS Tulsa, Oklahoma USA(918)252-6000 0389a Date Nov.2,2004 Saving Lives through Innovation and Education WN OF BARNSTABLE ��•i[�c�1 ;t��L is—�+�5 . Board of Appeals 8l Sumz z s l6. � �. ab. a C......Fexhe ger Deed duly recorded in the ..................................................._. Property Owner County Registry of Deeds in Book ........................... _ Prudent Associates, Inc. .......................................................................................................................................... Page ........................I .............................._............................Registry' Petitioner District of the Land Court Certificate No. ......................... ........................ Book ...._....._........_ Page _.............._ AppealNo. ....................... .................... ...........J.aallaz:ty.....9.........:.......................... 1981 FACTS and DECISION Petitioner ........P.rud.eat .................................... filed petition on ...........Nbm.....2.6.......... 19 80 , requesting a variance-permit for premises at ...........S.outh...Main Na-in........................................... Street, in the village of ......Cen.teruitle.................................................... adjoining premises of .................. see...attached...1is.t)......................_ I ........................................................._..............................................................._............._..........................._....... _ ._................._......................._......._......._.................._._._.__.._.._ .............................._......................__._............................................................................................................................................................................................................_... _. for the purpose of ._......Special...Pexm.ib.....uader.-Secti.on...P_...(.22.).....o-f....the....hawa.:s._zoning.......... ...........bt}.nLarts.....to...pexmit.....cons.traction....of....nar-sing..home---in...Reside-ace...C-2...zoni ng....district. Locus is presently zoned in............C-2....zon.ing....dis.trict.-_-__.........................................__............._............_..............__._ Notice of this hearing was given by mail, postage prepaid, to all persons deemed affected and Barnstable Patriot & - by publishing in - newspaper published in Town of Barnstable a copy ,of Cape Cod News which is attached to the record of these proceedings filed with Town Clerk. A public hearing by the Board of Appeals of the Town of Barnstable was held at the -Town Office Building, Hyannis, Mass., at ...........2-3.0 2-3.0.............. = P.M. .............December 18 ..........................._. 1980 , upon said petition under zoning by-laws. Present at the hearing were the following members: Richard L. Bock Frank P. ._Congdon................._..._ Luke P. Lally..' ........................................ ................................._ ..............._....... .............. Chairman BOARD OF AP PEALS LS ABL 1639. Appeal No. 1980-91 Page 3 of 3 taken under advisement and the Chairman closed the hearing. The Board found that this application for a special permit under Section P. (22) of the zoning by-laws met all of the criteria required under Sec. Q. 3 (b)facil relating to the conditions necessary for the grant of a special permit. Thisty will provide a needed amenity to the citizens of the town and help to prevent the present over-crowding at the Cape Cod Hospital. A review of the petitioner's plans by Abraham Michaels, P.E. , Supt. of the Barnstable Dept. of Public Works indicates that the plans comply in all respects with the requirements of the bylaw although their accuracy was not based on field work but only on the information provided by the petitioner. Mrs. Gail Nightingale, alternate member of the Zoning Board of Appeals, shall be consulted on the exterior design of the building in conjunction with those neighbors to this property,interested in making recommendations relating to its exterior design. The Board's unanimous vote of approval for this project is restricted by the following condition.: 1. All construction shall be in accordance with the plans submitted and cited as follows: "Cape Regency - Centerville, Mass. David H. Dunlap Associates Inc Architects - Engineers - Planners, 810 Memorial Drive, Cambridge, MA" "Topographic Plan of Land in Centerville, Mass. for Cape Regency Nursing Home & Purdent Associates, Inca Nov. 21, 1980, down cape engineering, Civil Engineers - Land Surveyors, Yarmouth, MA„ 1 '•. BOARD OF APPEALS ,fT"L s AAN 3639. ` �Q MAI PARTIES IN INTEREST - APPEAL NO. 1980-91 - PRUDENT ASSOCIATES, INC. Louis R. Adams Almando & Carmello Manganello Renford Louis Adams Anita L. McGarrahan William & Alma Amoroso Michael & Frederika McIntyre David T. Annis Leonita M. McLaughlin Archie C. & Eleanor Anthony John L. & Mary McVey Mary Q. Baird Charles D. & John D. Meyer Town of Barnstable c/o Selectmen Donald K. & Andrea L. Parker Town of Barnstable c/o Park & Recreation Margaret Wilma & Dorothy Perry Alson T. & Murial J. Barrett Edward S. & Bernice G. Roache William & Helen Bartlett Roman Catholic Bishop of Fall River Francis E. Bearse Grace W. Rowland Bruce & Charlotte Besse K & M Salimeno c/o Spf.; Ins. for Says. Robert J. & Neomi J. Boyden Ralph S.E. Sanguinetti Jean A. Bradley Charles A. Schmidt Noel Pages & Henri Brenou James & Edith Shea Irving & Naomi Brodsky Dorothy L. St. Pierre Edith M. Brown Marion B. Swingle . Charles & Elaine Buckler H.E. Smith & M. Thompson Sylvia Butera Charles & Edna Thornton Carmelite Sisters for Aged & Infirm John & Carol Trotto Lillian L. Corey Robert D. & Madeline L. Watt Drake, c/o H. F. Casselman Mildred & Edward White Olive G. Chester c/o L. J. Dixon Charles &Anne Wisenor Richard W. & Mary P. Childs Isabel F.A. Zappone Guy M. Coletti, Tr. George T. & Georgia_Zevitas Peter J. & Cynthia Costello Barnstable Planning Board Eugene R. & Lois D. Crocker Yarmouth Planning Board Kathleen Davalos Sandwich Planning Board Louis Davis Mashpee Planning Board Robert J. & Patricia Donahue Merton & Bernice Dottridge Elizabeth M. Earle Herbert M. & Dorothy Ellis Mary G. Finn c/o J. D. Murphy Paul & Janet Folsom Philip H. & Roxana French Diane B. Gluck Virginia A. Goodspeed Gerald & Gretchen Greenberg- Mary L. Henderson Wm. Bartlett Jr. & Doris Jamin Lester A. Jones Priscilla D. Jordan Mary E. Kurra Anthony & Browe Jecenas Thos. & Frances Labovites Frederick I. Littlefield Rose C. Lovequist M.F. Bohling & K.A. MacDonald Joseph & Florence Macomber Elizabeth W. Maiden TOWN OF BARNSTABLE � Board of Appeals stimnex....4 Zve.Iyn Cxas.b.y cIQ X.......C......Karb.exg.er Deed duly recorded in the ..............................I........................ Property Owner County Registry of Deeds in Book .......................I Prudent Associates, Inc. Registr ......................................................................................................................................... Page ........................ ................. y Petitioner APPROVED AS TO FORM District of the Land Court Certificate No. llt4c ........................I ........................ Book...._.................. Page .................. Town Counsel Appeal No. .......................Z9.8-0=91....................... ...........JaZILUZY 9 ..................................1981 FACTS and DECISION Petitioner ................................... filed petition on ........... ........... 19 80 requesting a, variance-permit for premises at ...........S'041th main.....................;...................- Street, in the village of Ceatex.vil-Le.................................................... adjoining premises of ................. P tached...1is.t)........................... ...................................................................................................................................................................................................................................................................................... ....................................................................................................I.......................................................................................................................................................................... ..................................................................................................................................................................................................................................................................................... ..................................................................................................................................................................................................................................................................................... for the purpose of Spe.cialL.R.exMi.t Uadex Saction R_..4.22).....of ....zoning----------- ...........by=laws t.Q...penvi.t cons.t_r.u.c n S.1 ..tion of 'ng ho e... n R c C-...2 z n ux m i 1den e- 0 i-ag dis.trict. Locus is presently zoned in.............C=2 zonIag di-s.trir-t............................................................................................................. Notice of this hearing was given by mail, postage prepaid, to all persons deenied affected and by publishing in Barnstable Patriot &Cape Cod News newspaper published in Town of Barnstable a copy -of w1iich is attached to the record of these proceedings filed with Town Clerk. A public hearing by the Board of Appeals of the Town of Barnstable was held at the Town Office Building, Hyannis, Mass., at ...........B.:3.0..............A.25U P-M. .............Re.c.emb.er 1.8............................... 1980 .. .................... upon said petition under zoning by-laws. Present at the hearing were the following members: Richard L. Both. Frank P. Congdon Luke P. Lallq ................... ................................................................................. ................................................................................ ...................................................... ... Chairman ................................................................................. ................................................................................. ................................................................................ j° At the conclusion of the heari. the Board took said petition under a cement. A view of the ,cus was had by the Board. 1980-91 2 AppealNo.........................._.......-._...................._- Pal-e ........................ of ....3................. On _......f?aGe ab.ez:..IR.........._............................_............................... 19 ..RQ........_, The Board of Appeals found Attorney Richard C. Anderson represented the petitioner who seeks a special permit under Section P. (22) of the zoning by-laws to permit the construction of a nursing home facility at South Main St. , Centerville in a residence C-2 zoning district. This property is now under a purchase and sales agreement and comprises 19.54 acres in total. well over one year has been devoted to the preparation of plans etc. for this nursing home and all of the necessary permits have been granted with the exception of Appeals Board approval. The building will. be constructed on the uplands, area of this parcel of land and it has been determined that a filing with the Conservation Commission is unnecessary. The petitioner will provide fire hydrants and provide other safety equipment as recommended by the Fire Chief. Plans showing the floor layout and building were submitted to the Board and there would be 120 beds in this facility or 10 beds per upland acre as required under Sec. P. of the zoning by-laws. The plans have already been approved by the Board of Health and the Building Commissioner. All of the requirements as listed under Sec. P. relating to nursing homes will be met. On-site parking for 120. vehicles will be provided. The public health council issued a certificate of need to the applicant on October 28th and the petitioner's use will provide a needed facility for the town. The Cape Cod Hospital is often over-crowded with patients who should be in a nursing home facility. and there is an acute shortage of nursing home beds in the Cape Cod area. The building would be screened from view by plantings along South Main Street and along the entrance way to the building. There will be no further expansion of this facility beyond the 120 beds and if necessary, the petitioner will provide private traffic control if this use requires it. The entrance will be from South Main Street and the petitioner does not anticipate any significant traffic congestion due to the proposed use. Advice will be sought from those in the neighborhood who are interested in the exterior de- sign of this building, so that they may make recommendations concerning the appearance of the building. Royden Richardson said that he was pleased the neighbors would have input into this project and recommended that the Office of Community Development also be involved. Those objectinq. to the petitioner's application were: Mrs. Amaroso who felt the use would be detrimental. to, the neighborhood and Francis Bearse who was concerned with a rumor that day-care would also be provided to the elderly at this facility. In rebuttal, Mr. Anderson said that the building will be 35 ft. high and not easily visible from So.Main Street in addition to being shielded from view by plantings,and aJday care center will not be in use at this location. The matter was I, . . -._ -. _._................h�`'..:. Clerk of the Town of Barnstable, Barnstable (cont.) .. ..t1 nll F..__._...�F1L.L._n1_ -- County, Massachusetts, hereby certify that twenty-one. (_'1) days have elapsed since the Board of Appeals rendered its decision in the above entitled petition and that no appeal of said decision has been filed in the office of the Town Clerk. Signed and Sealed this ...&?.............. f ......... 19 ................... under the pains and penalties of perjury. Distribution:— PropertyOwner .........................................:.eal....................................................................:........................_ Town Clerk Board of Apps Applicant Town of Bari ble Persons interested Building Inspectorm B Public Inforation J y ..............�...... _ .........1..: . .. .... . ..... .. ...... . . ... Board of Appeals Chairman TOWN OF BARNSTABLE Appeal Na ...........�e(....�b'.o..-...�l............. PLANNING BOARD . OFTHFTOgr DateReceived ...................................._....................... BABa9TABL • lk r-dov 2 6 19a0 �cNnrk` TOWN OF BARNSTABLE PETITION FOR VARIANCE SPECIAL PERMIT UNDER THE ZONING BYLAW To the Board.of Appeals, Hyannis, Mass. Date. .........Nov.'.....�.6.�............. 1989........... The undersigned petitions the Board of Appeals to vary, in the manner and for the reasons hereinafter set forth., the application of the provisions of the zoning by-law to the following described premises. Applicant: Prudent Associates, Inc. 11 Stetson Lane, Hyannis, Mass. ......._.................................................................................._..... ........................... ............................................... (Full Name) (Winter Address)RFD Rt. 123 Owner: ..Sumner & Evelyn Crosby c/o Melvina C. Herberger _.Alfred, Maine _............................ ..... ................................................................... ...."...................... (Full Name) (Winter Address) Tenant (if any) none ......................... .................... ................................ "........"............_ (Full Name) (Winter Address) 1. Assessors map and lot number ...,,"Map..•208,........Lot.."89 • 2: Location of Premises South Main Street.................................. Area Centerville................ (Name of Street) (What section of Town) 3. Dimensions of lot ...........80"' ' (various. "depths.) 1000 'plus...' ,85"1, 162 (19.54a) .... ............__...... ... (Frontage) (Depth) (Square Feet) 4. Zoning district in which premises are located ..........Residence C2 .....d... ...............C....................................................................._................. 5. How long has owner had title to the above premises? ...............6.2....Y.ea.ro....................................................................... 6. How many buildings are now on the lot? .........."non.e e .... .................................................................._...................................................... _. 7. Give size of existing buildings ............... Proposed buildings 1 ree-story bldg.,.., 30.'� ,high, containing 47,517 sq. ft. ................ .......................... ..... ........ ...... . 8. State present use of premises ..........none — vacant land ................................................................................................................ ....................................._............. 9. State proposed -use of premises ..........nursing home 10. Give extent of proposed construction or alterations: ....new building eonsisti.ng Of ................................... ........................................ ............... one nursing home structure as shown in the attached plans. .._.........I........_. ..... ................................................................................ .........................................................................................."_............._........_. __ _.......""......................................."..."................................................_.............................................................."..........................................................._......................_........_...... 11. Number of living units for which building is to be arranged ..._"120 "beds " 12. Have you submitted plans for above to the Building Inspector? .........Y.es................................ . .. . "..... 13. Has he refused a permit? ...Y.e"R....................................................................................................................................................................I...................... 14. What section of zoning by-law do you askto be varied? ..."Applicant. seeks a special permit .............................................................,...........I................. pursuant to the provisions; of Article III , Chapter III, Section P.A (22) .............................._ .._... .._.. ................. .... ...... of the Town of Barnstable zoning by—law. 15. State reasons for variance or special permit: ..Section I.5 . fib)..., of ..the b —laws allows. construction o a nrsing "home subaect to obtaining a special permit .._._..........................I...................................................... ..... underS .............................. .............. Section P.22. and has received a Certificate of Need from the Massachu- setts Department of Public Health. ............................................................................................................................................_........................................................,............"............_.................................................... _"_. ......................................................._...."_...._....._._.........._..........................._...................._...................._........".,._.............._.........."..._.._._ jOXr t Associates, Inc. Respectfully submitted, (Signature)Petition received by __. ._ ....."__. .._". ._... _ _. 4s ��ney — (Address) .._"436_ Main.._St. ,,. Hyannis,�WMass. Hearing date set for _....._._......_.........._. 19 _ __._._ Tel • 7 7 5—5 6 2 5 Filing fee of $a5.M required with this petition. ... This form may also he used for Appeals. (OVER) .A43236r.cE 006 .:VTQWN OF BARNSTABLE j;l •it ti _y Ma 15 Board of Appeals 032.25 P-—P—Sze2 Deed duly recorded in the _ Property Owner ' County Registry of Deeds in Book Prudent Associates, Inc. Petitioner Page ^' >zagistry District of the Land Court Certificate No. Book page Appeal No. 7e8o-a7 --January 9 1981 I FACTB and DEMMON l Petitioner PrudyAn A« -} c • filed petition on— s_=,,,• 2F^19 80 , requesting a variance-permit for premises at c .,}h Street, is the village of rgn} j ,adjoining premises of ( 7• }� i . i 1 • for the purpose of ��-7avx to l�>�}�-.truntin f II . ct. : _l Locus is presently y coned in r_� r n• ,,• }r;,,s, Notice of this hearing was given by mail, postage prepaid, to all persons deemed affected and by publishing in Barnstable Patriot.6 Cape Cod News newspaper published in Town of Barnstable a copy of a hieh is attached to the. record of these proceedings filed with Town Clerk. A public hearing by the Board of Appeals of the Town of Barnstable was held at the Town Office Building, llyannie, Mass., at _ _B•in Araerr P.M. December 18 1980 upon said petition under toning by-laws. Present at the hearing were the following members: t Richard L. Bov Frank P. Congdon I Chairman y' Luke P. La11u _` f 1 _ i f V. LaQ236 i1GE 007 At the conclusion of the hearing, the hoard took said petition under advisemput. A view of the locus was had by the Board. i Appeal No. 2980-91 Page ._? of On 19 H61_, The Board of Appeals found Attorney Richard C. Anderson represented the petitioner who seeks a special permit under Section P. (22) of the zoning by-laws to permit the construction of a nursing home facility at South Main St., Centerville in a residence C-2 zoning district. This property is now under a purchase and sales agreement and comprises 19.54 acres in total. Well over one year has been devoted to the preparation of iI plans etc. for this nursing home and all of the necessary permits have been granted with the exception of Appeals Board approval. The building will be constructed on the uplands area of this parcel of land and it has been determined that a filing with the Conservation Commission is unnecessary. The petitioner will provide fire hydrants and provide other safety equipment as recommended by the Fire Chief. Plans showing the floor layout and building were submitted to the Board and there would be 120 beds in this facility or 10 beds per upland acre as required under Sec. P. of the zoning by-laws. The plans have already been approved by the Board of Health and the Building Commissioner. All of the requirements as listed under Sec. P. relating to nursing homes will be met. On-site parking for 120 vehicles will be provided. The public health council issued a certificate of need to the applicant on October 28th " and the petitioner's use will provide a needed facility for the town. The Cape Cod Hospital is often over-crowded with patients who should be in a nursing home facility and there is an acute shortage of nursing home beds in the Cape Cod area. The building would be screened from view by plantings along South Main Street and along the entrance way to the building. There will be no further expansion of this facility beyond the 120 beds and if necessary, the petitioner will provide private traffic control.if this use requires it. The.entrance will be from South Main Street and the petitioner does not anticipate any significant traffic congestion due to the proposed use. Advice will be sought from those in the neighborhood who are interested in the exterior de- sign of this building, so that they may make recommendations concerning the appearance of the building. Royden Richardson said that he was pleased the neighbors would have input into this project and recommended that the Office of Community Development also be involved. Those objecting to the petitioner's application were: Mrs. Amaroso who felt the use would be detrimental to the neighborhood,and Francis Bearse who was concerned with a rumor that day-care would also be provided to the elderly at this facility. in rebuttal, Mr. Anderson said that the building will be 35 ft. high and not easily visible from So.Main Street in addition to being shielded from view by plantings,and a•day care center will not be in use at this location. The matter was I, eer -4 -fcn2' Clerk of the Town of Barnstable, Barnstable (cont.) County, Massachusetts, hereby certify that twenty-une (21) days have elapacd some the Board of �. Appeals rendered its decision in the above entitled petition and that no appeal of said decision has been filed in the office of the Town Clerk. Signed and Sealed this day or!— Rv-*'Qr 19 g� Y under the pains and penalties of perjury. ` Distribution:— �/ l Property Owner Town Clerk Board of Appeals Applicant Town erns le Persons interested Building Inspector t J Public Information Ity_ G Board of Appeals Chairman • t . n00K3236 iuE 00$ BOARD OF APPEALS I Appeal No. 1980-9I Page I of 3 1 � taken under advisement and the Chairman closed the hearing. 1 The Board round that this application for a special permit under Section P. (22) of the zoning by-laws met all of the criteria required under Sec. Q. 3-(b) relating to the conditions necessary for the grant of a special permit. This facility will provide a needed amenity to the citizens of the town and help to prevent the present overcrowding at the Cape Cod Hospital. A review of the petitioner's plans by Abraham Michaels, P.E., Supt. of the Barnstable Dept. of Public Works indicates that the plans comply in all respects with the requirements of the by-Iaw although their accuracy was not based on field work but only on the information provided by the petitioner. Mrs. Gail Nightingale, alternate member of the Zoning Board of Appeals, shall be consulted on the exterior design of the building in conjunction with those neighbors to this property,interested in making recommendations relating to its exterior design. The Board's unanimous vote of approval for this project is restricted by the following condition: 1. All construction shall be in accordance with the plans submitted and cited as follows: "Cape Regency - Centerville, Mass. David N. Dunlap Associates Inc. Architects - Engineers - Planners, 820 Memorial Drive, Cambridge, MA" "Topographic Plan of Land in Centerville, Mass. for Cape Regency Nursing AOme 6 Purdent Associates, Inc. Nov. 21, 1980, down cape engineering, Civil Engineers - Land Surveyors, Yarmouth, MA" Y 1wvs f t"d TVM cYPt� `:f _yji, Y. ., .. T DOOK3236 piu 009 BOARD OF APPEALS PARTIES IN INTEREST - APPEAL NO. 1980-91 - PRUDENT ASSOCIATES, INC. Louis R. Adams AImando & Carmello Manganello Renford Louis Adams Anita L. McGarrahan William & Alma Amoroso Michael & Frederika McIntyre David T. Annis Leonita M. McLaughlin Archie C. & Eleanor Anthony John L. & Mary McVey - Mary Q. Baird Charles D. & John D. Meyer Town of Barnstable % Selectmen Donald K. & Andrea L. Parker Town of Barnstable c/o Park & Recreation Margaret Wilma & Dorothy Perry Alson T. & Murial J. Barrett Edward S. & Bernice G. Roache William & Helen Bartlett Roman Catholic Bishop of Fall River Francis E. Bearse Grace W. Rowland Bruce & Charlotte Besse K & M Salimeno c/o Spf. ins. for Says. Robert J. & Neomi J. Boyden Ralph S.E. Sanguinetti Jean A. Bradley Charles A. Schmidt Noel Pages & Henri Brenou James & Edith Shea Irving & Naomi Brodsky Dorothy L. St. Pierre Edith M. Brown Marion B. Swingle Charles & Elaine Buckler H.E. Smith & M. Thompson Sylvia Butera Charles & Edna Thornton Carmelite Sisters for Aged & Infirm John & Carol Trotto Lillian L. Corey Robert D. & Madeline L. Watt Drake, c/o H. F. Casselman Mildred & Edward White Olive G. Chester c/o L. J. Dixon Charles & Anne Wisenor Richard W. & Mary P. Childs Isabel F.A. Zappone Guy N. Coletti, Tr. George T. & Georgia Zevitas Peter J. & Cynthia Costello Barnstable Planning Board Eugene R. & Lois D. Crocker Yarmouth Planning Board Kathleen Davalos Sandwich Planning Board Louis Davis Mashpee Planning Board Robert J. & Patricia Donahue Merton & Bernice Dottridge Elizabeth M. Earle Herbert M. & Dorothy Ellis Mary G. Finn c/o J. D. Murphy Paul & Janet Folsom Philip R. & Roiana French Diane B. Cluck Virginib A. Goodspeed Gerald & Gretchen Greenberg Mary L..Henderson Wm. Bartlett Jr. & Doris Jamin Lester A. Jones Priscilla D. Jordan Mary E. Kurra Anthony & Brone Jecenas Thos. & Frances Labovites Frederick I. Littlefield Rose C. Loveguist M.F. Bohling & K.A. MacDonald Joseph & Florence Macomber 4 Elizabeth W. Maiden ti RECORGE�FEB 381 3 At the conclusion of the heari::;,, the -Board took said petition under a . .,sement. A view of the locus was had by the Board. 1980-91 2 AppealNo ...................................................._._._ Pa-e ........................ of .....3................. On .1..8........................._............................................._ 19 .:.8..0........... The Board of Appeals found Attorney Richard C. Anderson represented the petitioner who seeks a special permit under Section P. (22) of the zoning by-laws to permit the construction of a nursing home facility at South Main St. , Centerville in a residence C-2 zoning district. This property is now under a purchase and sales agreement and comprises 19.54 acres in total. Well over one year has been devoted to the preparation of plans etc. for this nursing home and all of the necessary permits have been granted with the exception of Appeals Board approval. The building will be constructed on the uplands. area of this parcel of land and it has been determined that a filing with the.Conservation Commission is unnecessary. The petitioner will provide fire hydrants and provide other safety equipment as recommended by the Fire Chief. Plans showing the floor layout and building were submitted to the Board and there would be 120 beds in this facility or 10 beds per upland acre as required under Sec. P. of the zoning by-laws. The plans have already been approved by the Board of Health and the Building Commissioner. All of the requirements as listed under Sec. P. relating to nursing homes will be met. On-site parking for 120 vehicles will be provided. The public health council issued a certificate of need to the 'applicant on October 28th and the petitioner's use will provide a needed facility for the town. The Cape Cod Hospital is often over-crowded with patients who should be in a nursing home facility and there is an acute shortage of nursing home beds in the Cape Cod area. The building would be screened from view by plantings along South Main Street and along the entrance way to the building. There will be no further expansion of this facility beyond the 120 beds and if necessary, the petitioner will provide private traffic control if this use requires it. The entrance will be from South Main Street and the petitioner does not anticipate any significant traffic congestion due to the proposed use. Advice will be sought from those in the neighborhood who are interested in the exterior de- sign of this building, so that they may make recommendations concerning the appearance of the building. Royden Richardson said that he was pleased the neighbors would have input into this project and recommended that the Office of Community Development also be involved. Those objecting- to the petitioner's application were.: Mrs. Amaroso who felt the use would be detrimental to the neighborhood,and Francis Bearse who was concerned with a rumor that .day-care would also be provided to the elderly at this facility. In rebuttal, Mr. Anderson said that the building will be 35 ft. high and not easily visible from So Main Street in addition to being shielded from view by plantings-,and a day care center will not be in use at this location. The matter was I __ _-- -...................._ Clerk of the Town of Barnstable, Barnstable (cont.) County; Massachusetts, hereby certify that twenty-one (21) days have elapsed since the Board- of Appeals rendered its decision in the above entitled petition and that no appeal of said decision has been filed in the office of the Town Clerk. .............._............................................._........_ 19 ........................ under the pains and Signed and Sealed this ........................ day of penalties of perjury. Distribution:— PropertyOwner .......................................................................................................................................... Town Clerk Board of Appeals Applicant Town of Barnstable Persons interested Building Inspector PublicInformation By .................._............................................................................ Board of Appeals Chairman BOARD OF APPEALS iYl �0 YAV F• Appeal No. 1980-91 Page .1 of 3 taken under advisement and the Chairman closed the hearing. The Board found that this application for a special permit under Section P. (22) of the zoning by-laws met all of the criteria required under Sec. Q. 3 (b) relating to the conditions necessary for the grant of a special permit. This facility will provide a needed amenity to the citizens of the town and help to prevent the present over-crowding at the Cape Cod Hospital. A review of the petitioner's plans by Abraham Michaels, P.E. , Supt. of the Barnstable Dept. of Public Works indicates that the plans comply in all respects with the requirements of the by-law although their accuracy was not based on field work but only on the information provided by the petitioner. Mrs. Gail Nightingale, alternate member of the Zoning Board of Appeals, shall be consulted on the exterior design of the building in conjunction with those neighbors to this property,interested in making recommendations relating . to its exterior design. The Board's unanimous vote of approval for this project is restricted by the following condition: 1. All construction shall be in accordance with the plans submitted and cited as follows: "Cape Regency - Centerville, Mass. David H. Dunlap Associates Inc. Architects - Engineers - Planners, 810 Memorial Drive, Cambridge, MA" "Topographic Plan of Land in Centerville, Mass. for Cape Regency Nursing HOme & Purdent Associates, Inc. Nov. 21, 1980, down cape engineering, Civil Engineers - Land Surveyors, Yarmouth, MA i ' THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINALS) I m A- DATA - C. Th's Sa Q ;a 7 7 -etwee n z -n F, R ER as e r T' or e h-a r e o -n es, C? s, n Barristab'? E r. vibe) r s :i` e C o --s, shown on a plan entitled P 11 an of Land In (Cent-erville) Barnstable Mass. prep,--red- Eol- Cape Regency Nursing Home and Prudent Associates , -Inc. , Scale 111 = 1001 , April 143, 1980, down cape engi-- eering, Civil Encrineers Land Surveyors, .. Route 6A, -Y'arniouth, Mass. " a copy of which plan is annexed i hereto and made a part hereof by reference. 2. The purchase price set forth in Paragraph 7 ( "Pur- chase Price") is increased from One Hundred Twenty Thousand and 1100/100 ($120, 000.00) Dollars to One Hundred Forty—five Thousand .;and 00/100 ($145, 000 - 00) Do.11ars , and rhe-- amiDu-nt to be paid at the ! time of delivery the deed E.2-sed froir, One Hundred Eigh- Thousand and 00/100 ($108, 000.00) Dollars to one Hundred Thirty- ithree Thousand and 00/100 ($133, 000.00) Dollars. 3 . There is hereby added to Paragraph 19 ('Broker' s Fee" ) :the following sentence: James E. Murpvn , Inc. hereby acknowledges that it -i s aware of the afire-e .en t een the parties to in crease the acreage to be conv.eved by 7 . 54 acres, more or less, and to in--re--se t'-e lDrice by $25, 000.00. James E. Murphy, Inc. 8Z s --7nv cl,--,im to an additional coTiriission and aurees c -ept- the $12,000.00 referred to in ParaaraDh 19 in. sati--faction of its broker ' s C 0 TrU s is n. As hereby modified, a.,-id in all other respects, the said 1. agree-marnt is he�-ebv con.1=117-mek'A. In Witness Whereof, the Parties hereunto set- to e-' .m. a--::: is and Seals this. = ay of Se-ctember, 1980. tl ;qn C. -e r T A C. B17 Pr.esidenrt JAMES E. MURPHY, INC. By. ii -2- E - / r. i 1 IIU 7. /. F_D1ARU 1 }RftJc� JONN CERTI{=I CAT C OF THE SECRETARY Or E1lVIROf;�9E1lTA! F r�;:'.;• SFCRETAf21' - ON E',lVIR ONNILE'a ;A.I NOTIFI �ATIOf! FOI PROJECT I4i1+`1E Cape' Regency Nursing Home L , OEA tdt;1/aeEl 03878 13ft0J GT Pi O00 iNE14T Mr. James .Plunkett • DATE tLOTICEO i1V .hION11 OR: August 22, 1980 3. a. PU"5llarti to (a.L. , l.YiijGLE' ir, jE'_;t.lOn 6,'r? and IU.0I{0l Oi the_ Re u1�t oms Govrrr ir;g the ii1�hleticnt: t?ors of the ^'assac't;u tt':. f d Envi i ohiij6n.t;al Pol f.y Ac L i hereoy .d.ete. I I d IIe tl;at, tine al .rye refer r c d 'W o�cct , cis nr t reyUire an £►iv>> ornrent ] Tr�1, ,ct ! c Rio rvr Although the site includes several acres of wetlands, as defined by Cf� . 131 , S 40, the project does: not propose any alteration of those retlans off.'of land w. thiri` 100 `feet .of :them: L \� J FORM .8 Co .0N1-.EALTH OF :iASSACiII-ISETTS DETERMI14ATION OF ArPLICABILITY OF THE WETLAND PROTECTION AC; G.L. C.131 s. 40 TO: David H.-Dufilap:Associate.s DATE: Noyember 24, 198Q 810 Memorial Drive Cambridge, mass 02139 Re; CAPE REGENCY NURSING HOME Pursuant to the authority of- G•L. C.1.31 s.40, the BARNSTABLE - i CONSERVATION COMMISSION has considered your request for a determination of app.licabil.ity'together with the pl-ans submitted with it and has. made. the followinq determination: The area shown on the plans- is not subject to the Act. 2. [: ] `: Tie `entire area shown" on the plans is subject to the Act and shall - " rtquire'a filing of the (notice .of Intent. : = 3. [ " ] .' Only the area described below is subject to the Act and shall require a filing of the Notice of Intent:- PLAN REFERENCE: "Plan of Land in (Centerville). Barnstable, Mas.s,,. prepared for Caere Regency Nursing Home and Prudent Associates, Inc..i. dated April 18r 1980f by Down Cape Engineering, Rte. 6A-Yarmouth "a>^ ` cfiamped & sicrned_hy A ne Ojalarl The area shown on the plans is subject to he Act but the _proposed work is Ixxxl sot dredging,-filling; removing, or. altering,in or within 100 feet of the wetlands as shown on referenced . an, Therefore no fi.J in z.s.., e yirec . 'SS The' determination" that the work is not subject to the Act shal-1 expire within :- one. (1) year from the date herein. 6, This determination does not relieve the person requesting the determination from complying-with all other applicable federal , state or local. statutes, ordinances, by-laws, and/or regulations. . - 7. Failure" to comply with this determination and with all related statutes and other regulatory measures shall be deemed cause to revoke or modify the. said determination.. 8. .No work may be cormenced .under this determination until, all appeal periods t. have elapsed. ISSUED $Y: : Chairman Conservation commission = , inhere. the Department of Environmental Quality Engineerinq. issues a negativa' superseding r determination', you are hereby notified of- your right to a formal hearinq pro- vided.. it -is� made within-ten (10) dads fron the date of the supersedinn "deter- urination. of the Department of Environmental-Quai.ity Engineerino• _: J. - .•'�� DETERMINAVONl OF F,,ED PvGRAM — ROOM 1230 Alfred L.Frechette,M.D.,M.P.H. 80 o fan .Yl o3 lon,nect. ff0277(i COMMISSIONER November 24, 1980 Mr. James Plunkett woodlawn Manor Nursing Home 289 Elm Street , Everett, MA 02149 Re: Cape Regency Nursing Home Approved DoN #5-0871 Dear•Mr. Plunkett: As you know, the Public Health Council, at their October 28, 1980 meeting, approved with a condition the application of Cape Regency Nursing Home (Project #5-0871) for construction of a new nursing home of 80 Level I/II bed, 40 L ,evel III beds and ancillary services in Centerville, MA. The maximum capital expenditure (in January 2, 1980 dollars) is $3,151,752. The Council's condition relates to emphasis on acceptance of Medicaid patients from Cape Cod hospitals. The formal letter providing the details of the Public Health Council's action will be issued shortly. I hope the above information suffices for your immediate needs. Sincerely, Vincen cc Tara Program Director VC/SS/it cc: Steven Sauter, DoN Program Analyst P��fSNETp`` TOWN OF BARNSTABLE D t BOARD OF APPEALS °o +639• `q 397 MAIN STREET �0 dAY M. HYANNIS, MASSACHUSETTS 02601 December 26, 1980 Abe Michaels,. Supt. Barnstable DPW Hyannis, MA Dear Abe: Attached please find a copy of the town's zoning by-laws which you may keep for your filesif you do not already have a copy. Section P. Special Exceptions, page 22 (7) lists the requirements for plans which must be submitted with a petition for a nursing home. The attached plan for Prudent Associates Inc. appears to comply with all of the criterion outlined in paragraph (7) , however, the Board would like your written confirmation that the plan is adequate. Your prompt attention to this request will be appreciated since the petitioner is anxious to commence construction of the nursing home at the earliest possible time. Sincerely, enclosure: plans for Prudent Assoc. E1 en Scheurer Zoning booklet �Pr p i BAHB9TOBL i /�� rasa _ �CEO pp pp i639. . anmc! aQ6uolucd r�Y k�� e 02601 - (617) 775-1120 Ext. 185 COMMISSIONERS: JOHN F. CASEY, CHAIRMAN ABRAHAM, MICHAELS. P. E. DANIEL SERPICO, VICE-CHAIRMAN - SUPERINTENDENT GEORGE C. BERGTHOLDT GEORGE W. BLANCHARD ?• G- KEYIN O'NEIL 7 J January 5, 1981 Board of Appeals Town of Barnstable Hyannis, MA 02601 Attention: Mr. Luke Lally Subject: Request to review plans - Prudent Associates, Inc. Please be informed that your request to review Section P. Special Exceptions which lists the require- ments which must be submitted with a petition for a nursing home has been completed and the plans submitted appear to comply and appear adequate. This review is based only on the information provided and does -not in any way confirm its accuracy by means of field work. Very truly yours, Abraham Michaels, P.E. Superintendent Department of Public Works AM:rb F f w � r �E9 ,-- aw� � AVdZ evg 6t-a— r r -Z;-v ✓ THE FOLLOWING IS/ARE THE BEST IMAGES. FROM POOR QUALITY ORIGINAL (S) MF° C&' - DATA n ° 7 70 SEP 2 6 1980 - • ;I: ' I F%Cr, E 0 -1IE . _. r:ETA . I ) iIV]:F.ai'!I iii; i_ i ;`I III - E l''/l i'•;.)i�L L=f1 i; NOT I :I Cape Regency Nursing Home 03878 Pi'0 I'� ,.'' `'f. Mr. James Plunkett August 22, 1980 I nr; !.he il-"] " 'wa- '.,1 11 Lllk' tS [ll.;'I; S t.�..: hf=l.11. ii'(-'_ :'ii iiv ::ilil" 1 Although the site includes several acres of wetlands, as defined by Cli. 131 , S. 40, the project does not propose any alteration of those wetlands or of land within 100 feet of -them. `- J April 30, 1980 DEAR TOWN MEETING MEMBER: The undersigned feel that it is important to the Community to bring to your attention certain facts which we request you consider in determining how you shall cast your vote with respect to the Article that seeks to amend the zoning by-law by re-designating an existing RC-2 District in the Village of Centerville as an R C District. It is obvious that the sole objective of this Article is to eliminate nursing homes from this area. This RC-2 Zoning District was established in 1974 by vote of Town Meeting after due and careful consideration of the Town Meeting Representatives, who recognized the need for the establishment of areas within residential zones where quality nursing homes might be permitted. We can assure you that this need has not diminished. Indeed, today nursing home facilities are much more desperately needed. It is our feeling that ha it would not be in the best interests of the Town to eliminate this RC-2 District, and we respect- fully request that you give serious thought and consideration prior to casting your vote. . Sincerely, 4' V.P. foVP ' ng, Exec. Dir . Elder Services of Cape Coal Cape Cod and the Islands Pres. Cape Cod Re ister - Dir. Cape Cod�Nursing Nurses Association / Home Council, Inc ocial Services Chief of Staff C e od Hos i 'al Cape Cod Hospital ` Chai n, Cape and Islands Sub-Area Health Planning Council Pres. Barnstable ouncil and Member Mass. State Health on Aging Coordinating Council 11) 1. ) Dir. , Barnstable Council on Aging ` 1.E tMe QWN OF BARNSTABLE oEtoy` ;fI [J,-4, —1 Phi c° BOARD OF APPEALS t HeaK"L = NOTICE OF PUBLIC HEARING 00 0�c k�°� UNDER ZONING BY-LAWS To all persons deemed interested 'or affected by the Board of Appeals, under See. 15 of Chap. 40Aof General Laws of the Commonwealth of llfassaehusetts and all aniendments thereto, you are hereby notified that: APPEAL NO. 1980-87 7:30 P.M. CAPE DELI FOODS INC. (PICCADILLY DELI) has appealed to the ZONING BOARD OF APPEALS and petitions for a VARIANCE FROM SETBACK REQUIREMENTS at ROUTE 6A (MAIN STREET) BARNSTABLE in a VILLAGE BUSINESS A ZONING DISTRICT. A PUBLIC HEARING WILL BE HELD ON THIS PETITION AT 7:30 P.M. APPEAL NO. 1980-88 7:45 P.M. JOHN E. BARNARD, JR. has appealed to the ZONING BOARD OF APPEALS and petitions for a VARIANCE to allow PROFESSIONAL OFFICE in ECOLOGY HOUSE AT RACE LANE, MARSTONS MILLS in a RESIDENCE F ZONING DISTRICT. A PUBLIC HEARING WILL BE HELD ON THIS PETITION AT 7:45 P.M. APPEAL NO. 1980-89 8:00 P.M. ALEX J. KOURAFAS has appealed to the ZONING BOARD OF APPEALS from a decision of the BUILDING INSPECTOR and petitions for a VARIANCE from SQUARE FOOT AREA REQUIREMENTS AND UPLAND REQUIREMENTS to ALLOW TWO BUILDABLE LOTS at QUAIL LANE, HYANNISPORT in a RESIDENCE F-1 ZONING DISTRICT. A PUBLIC HEARING WILL BE HELD ON THIS PETITION AT 8:00 P.M. APPEAL NO. 1980-90 8:15 P.M. ANGELO ROSSO & ANTHONY V. FRANCESE, TRS. OF PUTNAM PINE TRUST have appealed to the ZONING BOARD OF APPEALS and petition for VARIANCE to allow LOTS WITH INSUFFICIENT SQUARE FOOT AREA AND FRONTAGE, TO BE UTILIZED AS BUILDABLE LOTS at FRAZIER WAY, MARSTONS MILLS in a RESIDENCE F ZONING DISTRICT. A PUBLIC HEARING WILL BE HELD ON THIS PETITION AT 8:15 P.M. . . . . . . . . . . . . . . . . . . . . . . 8:30 P.M. APPEAL NO. 1980=91 i PRUDENT ASSOCIATES, INC, has appealed to the ZONING BOARD OF APPEALS from a decision of the BUILDING INSPECTOR and petitions for a SPECIAL PERMIT to allow CONSTRUCTION OF NURSING HOME AT SOUTH MAIN STREETS CENTERVILLE in a RESIDENCE C-2 ZONING DISTRICT, A PUBLIC HEARING W-FLL 'BE HELD ON THIS PETITION AT 8:30 P.M. (CONTINUED) r ri, AI AbLE. I Py�FTHE T TOWN OF BARNSTABLE MI -1 PHI 36ARD OF APPEALS Z BA"STAIM NOTICE OF PUBLIC HEARING VAS of 39. �''�� UNDER ZONING BY-LAWS To all persons deemed . interested or affected by the Board of Appeals, under See. 13 of Chap. 40Aof General Laws of the Commonwealth of 11Iassadiusetts and all amendments the you are hereby notified that: APPEAL NO. 1980-92 8:45 P.M. WILLIAM & VIRGINIA ESHBAUGH have appealed to the ZONING BOARD OF .APPEALS and petition for a SPECIAL PERMIT to allow PROFESSIONAL INSURANCE AND INVESTMENT OFFICE at 1384 .FALMOUTH ROAD, CENTERVILLE in a RESIDENCE D-1 ZONING DISTRICT. A PUBLIC HEARING WILL BE HELD ON THIS PETITION AT 8:45 ,P.M. These hearings will be held in the HEARING ROOM, TOWN HALL, 367 MAIN STREET, HYANNIS on THURSDAY, DECEMBER 18, 1980. You are invited to be present. By order of the ZONING BOARD OF APPEAL LUKE P. LALLY, Clerk (1214180 and 12110180) s 1 David ?t. Oumeap o4ddvciated, 9mc. ARCHITECTS ENGINEERS-PLANNERS 105 Webster Street, Units 1 &2 Hanover, MA 02339 (781)878-0066 FAX(781)878-7060 E-mail: david@dhdunlap.com May 12, 2009 Ms. Ellen Swiniarski Planning Board Chairman 200 Main Street lyurLL,is, iA 02C01 Re: Cape Regency Assisted Living 120 South Main Street, Centerville,MA Permit#B200773078 01 Dear Ms. Swiniarski: The Cape Regency Assisted Living project is fast approaching completion. The punch list inside the building is being completed and finalizing the sitework. I would like to know who we contact to do the final review and approval regarding meeting the conditions of the Special Permit. We will be in contact with the conservation commission'to get their approval as well. We are trying to expedite the final approvals so that the owner can occupy the project. We want to take the appropriate steps to obtain your approval. Sincerely yours, DAVID H. DUN kg ASSOCIATES, INC. 1 vid H. Dunlap,Jr.;NCARB, A President cc: C. Bassett,J. Truslow � r OFIKE BARNSrABL. MASS. p Fa mph am A'S h Town of Barnstable Zoning Board of Appeals Decision and Notice Special Permit 2007-002- Radius Providence Realty, LLC Cape Regency Nursing & Rehabilitation Center Section 240-15 (C) [1] Conditional Use Nursing and/or Retirement Home and Section 240-93(B) — Expansion of`a Nonconforming Structure Not Used as a Dwelling Seeks to construct 29 units for assisted living at the Cape Regency Nursing & Rehabilitation Center Summary: Granted with Conditions Petitioner: Radius Providence Realty d/b/a Cape Regency Nursing & Rehabilitation Center Property Address: 120 South Main Street, Centerville, MA Assessor's Map/Parcel: Map 208, Parcel 089-001 Zoning: Residence C-2 Zoning District Relief Requested & Background: Appeal 2007-002 seeks to expand the existing Cape Regency Nursing & Rehabilitation Center with an addition to house 29 units for assisted living. According to the Assessor's record, the 19.54 acre lot is developed with a 120-bed nursing home which was built in 1982. The 43,731 sq.ft. nursing home was permitted by Special Permit No 1980-91 issued pursuant to: Conditional Use of a Nursing and/or Retirement Home in.the Residence C-2 Zoning District. Plans for the proposed addition were originally submitted with the application and subsequent revisions were submitted on December 13, 2006 and December 18, 2006. A December 27, 2006 memorandum from Attorneys Patrick M. Butler and Eliza Z. Cox supporting the granting of the permit was also submitted to the file The applicant is seeking to expand the existing structure with a new two story addition to be constructed above the existing single story building area and a new 3-story wing addition consisting of a garage basement level all to be constructed to the eastern side of the existing building. A one-story 986 sq.ft. structure is also planned in order to house a wastewater treatment facility. Proposed site improvements include the adjustment to and expansion of the on-site parking in order to accommodate a total of 97 vehicles, improved on-site drainage, site amenities, landscaping, and site lighting. The existing septic system is to be replaced with a wastewater treatment facility. Procedural & Hearing Summary: This appeal was filed at the Town Clerk's Office and at the office of the Zoning Board of Appeals on September 05, 2006. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened )anuary'3, r r Special Permit 2007-002-Radius Providence Realty, LLC 2007 and continued to January 17`h, at which time the Board found to grant a new conditional use special permit subject to conditions herein. Board Members deciding this appeal were, Randolph Childs, James R. Hatfield,John T. Norman, and Chairman - Gail C. Nightingale. . Attorneys Patrick M. Butler and Eliza Cox represented the applicant in this appeal to the Board. Also in attendance were principals of Radius Providence Realty, LLC, the wastewater engineer, and David H. Dunlap, the project architect. Mr. Butler submitted a Project Summary sheet citing the benefits of the proposed development as well as a list of community organizations which Cape Regency has been involved with. He cited that the plans had been developed with input from the Site Plan Review Committee and the Centerville, Osterville, Marstons Mills (COMM) Fire Department. President David Dunlap of David H. Dunlap Associates, Inc., the project architect, presented the proposed expansion and alterations to be made to the facility. He also cited improvements to be made to the site which included adjustments to the access drives, improved and expanded parking, landscaping, and lighting. Mr. Dunlap indicated that the addition will mostly be for Alzheimer/Memory impaired patients and that no cooking would be permitted in the units. He also cited that improvements would also be made to the existing facility including a new kitchen for the nursing home. Ms Christine Bassett, principal of Radius, noted that the units would be studios and one-bedroom units which, should the need arise that would require housing for 2 people, the one-bedroom units could accommodate that need. She also stated that if those patients were in need of nursing care that would also be provided on-site. It was also clarified that all of the units would be rented. Ms Eliza Cox discussed the benefits of the proposed development. She also addressed the criteria for the granting of the special permit indicating that the proposal met, and in cases, exceeded that required under the ordinance. The Board and representatives discussed the issue of the existing building and its three floors. It was noted that this issue was most likely attributed to the lack of a definition for a half-story in the zoning ordinance at the time of the original construction. Ms Bassett explained the operations of the new section to be added. She cited that it would employl 3, people (that being over three shifts), would include safeguards to residences that are acceptable with the fire department, and would cost in excess of$7 million. She also indicated that preference would be given by the contactor to hiring local laborers. The Board and Mr. Butler discussed the nature of permitting. It was noted that the units, assisted living units, are exempt under the Cape Cod Commission guidelines. The Board determined that they would seek a clarification on that issue from the Town Attorney's Office as well as the applicability of the Incusionary Housing requirements in this case. Public comment was requested and no-one spoke in favor or in opposition to the request. The Board continued the appeal to January 17, 2007. At that continuance, Chairman Nightingale cited that only four of the members and associate members who participated in the first hearing were present at the continuance. Mr. Butler agreed to proceed with the four member Board. Mr. Butler summarized the outstanding issues and cited that he had, over the Fast week, conferred with the Town Attorney's Office which concurred that the proposed addition would not trigger a Cape Cod Commission DRI review. The Town Attorneys Office also addressed the issue of affordable housing and it was cited that the applicant and the Town had agreed upon language to be conditioned into the permit should it be granted. 2 Special Permit 2007-002-Radius Providence Realty, LLC Assistant Town Attorney Charles McLaughlin addressed the Board concurring with Mr. Butler's statements. He noted that the proposed condition would address affordability by requiring that 10% of all of the beds would be available for Medicaid eligible residents. That group would consist of those residences that fall within that low income group. Mr. Butler also noted that the requirement can be met at all times given the time lag for admittance. Findings of Fact At the hearing of January 17, 2007 the Board unanimously made the following findings of fact: 1. Appeal 2007-002 is that of Radius Providence Realty d/b/a Cape Regency Nursing & Rehabilitation Center. The applicant has applied for a Special Permit for the property and facility addressed as 120 South Main Street, Centerville, MA. That property is shown on Assessor's Map 208 as parcel 089-001. It is in a Residence C-2 Zoning District. 2. The applicant seeks a special permit pursuant to Section 240-15 (C) [1] Conditional Use for a Nursing and/or Retirement Home in the Residence C-2 Zoning District and Section 240-93(B) — Expansion of a Nonconforming Structure Not Used as a Dwelling. The application also cited an alternative option for relief by a Modification of Special Permit 1980-91 previously issued for the property and its development. 3. In this Appeal Number 2007-002, the applicant seeks to construct 29 units for assisted living. Plans for the proposed additions and improvements were originally submitted with the application and subsequently revised. Those revised plans have been submitted and are contained within the file. 4. According to the Assessor's record, the 19.54 acre lot is developed with a 120-bed nursing home built in 1982. The 43,731 sq.ft., nursing home was permitted by Special Permit No 1980-91 issued pursuant to Conditional Use of a Nursing and/or Retirement Home in the Residence C-2 Zoning District. The R-2 Zoning District was created in 1974 by adoption of Article 12. That article specifically created this district providing for nursing and/or retirement home by special permit. 5. According to the plans submitted, the existing structure on the lot is a three-story (32-feet high) building and an attached 1.5-story building. The total footprint of the structure listed is 17,813 sq.ft. There are 78 on-site parking spaces as well as associated landscape improvements. f 6. Currently, the applicant is seeking to expand that existing structure by the building of two stories above that existing single story area of the building, by constructing an addition which consists of a 3-story wing with a garage basement level all to the eastern side of the building, and the construction of a one-story 986 sq.ft. addition to house a wastewater treatment facility. 7. The applicant has substantiated to the Board that the proposed benefits would include: • the wastewatertreatment facility which will reduce the nitrogen loading to less than 10mg/I. That reduction-representing a 63% reduction over the existing situation. • storm water improvements which will employ best management practices, including no disturbance within the 50-foot buffer to wetlands and incorporate a detention/infiltration basin. • site improvements-which will bring the on-site roadways and parking area into conformity to _ current standards especially with respect to emergency vehicle access. 3 r Special Permit 2007-002-Radius Providence Realty, LLC • the 29 units which are to accommodate memory Impaired, Alzheimer and Dementia patients, a group that is underserved in Barnstable. 8. An Order of Conditions was issued by the Conservation Commission on October 2, 2006. 9. The Board of Health has endorsed the proposal because it proposes a wastewater treatment facility. That facility will require only a DEP Groundwater Discharge Permit. That permit application was filed on October 31, 2006. 10. A site plan has been found to be approvable for the development by the Site Plan Review Committee. 11. This application falls within a category specifically accepted in the ordinance for a grant of a special permit and after evaluation of all the evidence presented, this proposal fulfills the spirit and intent of the zoning ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. Decision Based on thefindings i find ngs of fact a motion was dulymade and seconded to rant a Special Permit to g p Radius Providence Realty, LLC for a Conditional Use of a Nursing and Retirement Care Home pursuant to Section 240-15 (C) [11 and for the Expansion of a Nonconforming three-story structure pursuant to Section 240-93(B) of the Zoning Code of the Town subject to the following conditions: 1. Development of the site shall be as proposed in plans submitted to the Board and entitled "Assisted Living Additions to Cape Regency, A Radius Healthcare Center 120 South Main Street, Centerville, MA 02632" consisting of a total of 17 sheets including the coversheet and architectural drawings of the proposed building expansion. 2. The total number of bedrooms permitted on the property shall not exceed 149. One hundred and twenty beds shall be nursing home care beds and 29 shall constitute one-bedroom/studio units to accommodate memory Impaired, Alzheimer and Dementia patients. 3. Prior to the issuance of any Building permit, the applicant shall provide a copy of the DEP Groundwater Discharge Permit Application for the construction and operation of the Wastewater Treatment Facility to be developed on the property. 4. A monitoring plan for the wastewater treatment facility shall be developed and submitted to DEP and a copy submitted to the Board of Health. That plan and its approval shall be required prior to the issuance of any building permit. 5. The wastewater treatment facility shall be operational prior to the issuance of any occupancy permit for the 29 additional units authorized. 6. All air vents associated with the wastewater treatment facility and the leaching field shall be fitted with charcoal filters or other filters to reduce odor. 7. Development shall conform to: the Order of Conditions issued by the Conservation Commission, all applicable regulations of the Centerville, Osterville, Marstons Mills (COMM) Fire Department, all applicable regulations of the Health Division, and all applicable building code requirements. 8. All dumpsters shall be screened t , 4 special Permit 2007-002-Radius Providence Realty, LLC 9. The emergency generator shall be reviewed and upgraded as may be needed to assure required power to operate the facility inclusive of the wastewater treatment facility and the added new units. The fuel source of propane is recommended. 10. Once construction is completed, there shall be no storage trailers permitted on the site. 11. The proposed parking lot and driveways shall be improved, landscaped and lighting installed as shown in plans submitted. These improvements shall be completed or security established for the improvements prior to the issuance of any occupancy permit for the 29 additional units authorized. 12. This permit is issued for the 19.6 acre lot. That lot area shall not be reduced. 13. The existing screening of the building from Main Street shall remain. The trees and vegetation providing that buffer shall not be removed or trimmed. Clearing of under brush shall be limited to protect that buffer. 14. On-site parking shall be provided and maintained for a minimum of 97 vehicles. 15. This special permit is transferable to an owner or a lessee of the property provided that they adhere to all restrictions and conditions contained herein. 16. At all times, no less than 10% of all beds (nursing and assisted living) within the Cape Regency facility shall be available to Medicaid eligible residents. The vote was as follows: AYE: Randolph Childs,James R. Hatfield,John T. Norman, and Gail C. Nightingale NAY: None Ordered Special Permit 2007-002 is granted with conditions. This decision must be recorded at the Barnstable Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised within one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17, within twenty (20) days after the date of the filing of this decision, a copy of which must be filed in the office of the Town Clerk. Gail C. Nightingale, Chairman Date Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable, Barnstable County, Massachusetts, hereby certify that twenty (20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Linda Hutchenrider,Town Clerk 5 �PNJ I I I 0 t� i zo q- G of j' d�esociatee 9.ac. David W. Ou>daBap ARCHITECTS-ENGINEERS-PLANNERS 105 WEBSTER HANOVER MA 02 39 k (781)878 0066 FAX(781)878-7060 E-MAIL:david@dhdunlap.com DAVID H.DUNLAP,JR. President i �1. TI • SPRINKLER COVERAGE OF -T GLASS IN 1 ST FL CORRIDOR { WSW oF�� % AT BROOKSIDE AT REGENCY IZ� i (as-built measurements R7 -11' '� �\ as of 5-1`2-09) Tv Vc m�m 36 _: . I!5 R4'-2' R5'—:9' Q r � 8 R6,_1. a i (o$ � O - Q O Rg,_4• i spit. h�lvp -o + _ St-rT IOCo F I RB'-2' \— R8'-2' i O o o o y rze s ` � I.I ❑ C7 a I I SPRINKLER COVERAGE OF GLASS IN 2ND FL CORRIDOR -� AT BROOKSIDE AT REGENCY (I d (as-built meaasurements d o � 'TV toc" as of 5-12-09) . - 'Z1�} R8,_6. O_ h o to 0 ` a O i i � O Z a$ I I I � LI o 0 0 I;I ® SPRINKLER COVERAGE OF I I GLASS IN 3RD FL CORRIDOR AT BROOKSIDE AT REGENCY I (as-built measurements p o i as of 5=12-09) / ,// i �� O tLvow► ` \ 'erN �i17, T a I I _ 3 /r'' • t �9 MAY $ PM 3. 55 t e