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2004-517
f` TOWN OF QUEENSBURY 742 Bay Road,Queensburq,NY 12804-5902 (518)761-8201 Community Development- Building & Codes (518) 761-8256 IFICATEAOF-.O C CU P CY :Permit Number _ P200.40517 :- . , Date Issued: 1Vlonday,.July 26, 2004 _ -_This.is_to-certify that-work requested_to-be_done as shown.by Permit Number :y P20040517 _. has been completed. = Tax Map_Number:,. 523400-3 08-020-0001=002-000-0000 Location:. 53 CAREY Rd - Owner: IDA OF WARREN & WASHINGTON COUNTIES Applicant: . .- _ MORRIS PRODUCTS This structure may be occupied as a: Commercial Addition By order of Town Board TOWN OF QUEENSBURY Issuance of..this Certificate.of Occupancy DOES NOT relieve the property owner of-the-responsibility for compliance with Site Plan, Variance,:or. other issues-and conditions as-a:resultapprovals by the Director of Building&code Enforcement Planning Board or Zoning Board of Appeals. TOWN OF QUEENSBURY 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20040517 Application Number: A20040517 Tax Map No: 523400-308-020-0001-002-000-0000 Permission is hereby granted to: MORRTS PRODT TUTS For property located at: 53 CAREY Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Tie of Construction Value Owner Address: IDA OF WARREN&WASHINGTO Commercial Addition $50,000.00 5 WARREN St Total Value $50,000.00 QUEENSBURY, NY 12804-0000 Contractor or Builder's Name /Address Electrical Inspection Agency Plans&Specifications 2004-517 10,600 SQ FT CO1Vl1VIERCIAL WAREHOUSE ADDITION. $1,484.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday, July 26, 2005 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To eensb Monday, July 26,2004 SIGNED BY / / for the Town of Queensbury. rY Director of Building ode forceinent Buffding Permit Application Town of Queensbury-Dept of Community Development,742 Bay Road,Queensbury,NY (518)761.8256 A permit must be obtained before beginning construction. Permit File No. No ispection will be made until applicant has received a Fee Paid S vaiid building permit. An a�pplieants' spaoes on this Roo.Fee Paid $�___„ application mustbe completed and must appear on the Reviewed By, application form. Applicant: Owner Address: Address: Phone# ...._,)M' -LfIL-b Property Locatlon: Lot Number: ___.! House-Number ! SubdivisionName:,rWh=L-A- . :`��3..a,���z:Tax Map Number: - �-2�-1-2 O New Building: residence /commercial Estimated Market Value of Construction: $ �D�(�(�C� — p Addition residence rMM—are-P If an Addition,what will use of new addition be? 0 Alteration: residence t commerci O 140 change to exterior size: residence/com'1 O Other work(describe ) Check OccupancyWormation i Floor -2 Floor Other floor Total Below sq.ft. sq.ft. sq.n. Square Feet o Siri a famil" dwellin O Two famil dwelling O Townhouse O Muldf=ily dwelling #of units O �f$ce O MOL'Catitiie MVVM O Maaufaatut321I BUILDING— 0 1 car Attached prap D 2 car ddachedjamge O 3 ow detached garaSe 0 1 car attachedgarase O 2 oar attached yme O 3 car attached pmse A Storage building- - a� commercial O Storage building- raaidential a O er What is the proposed height of the structure 3 feet inches Will any sdeond-hand or ungraded lumber be used? If so,for what? OIL -. Type of Heating system: electric/ oil / gas/wood /forood hot air/ baseboard/other: A- " Number of rJUglaggs to be installed Number of WoodstpygAto be installed A List below the person(s)responsible for supervision of work as regards to building codes: Name Address Phone Number Budd - - � PI er IDW.M • !iy t)0 nag_- ._.. a E ctalcian _ - lb'wt7`4 a DAS I a' . 3pco 1200 : please sign below after you have carefully read the statement: To the best of my knowledge the statements contained is this application,together with the plans and specifications submitted,are a trite and complete statement of all proposed work to be done on the described premises and that all provisions of the Building Code,the Zoning Ordinance and all other laws pertaining to the proposed work shall be complied with,whether specified or noted,and that such work is authorized by the owner. Faither,it is understood that Vwe shall submit,prior to a Certificate of Occupancy or Certificate of Compliance being issued,as requested by the Zoning Administrator or Director of Building and Codes,ands We Sarvev by a licensed surveyor;drawn to Scale,showing actual location afg1l now construction. Signature: owner,owner's agent,architect,contractor ct DRAFT COPY \� (3/21/03) CHECKLIST NYS BUILDING tODE (BC) Building: Mn) �✓,�, p�., NYS FIRE CODE (FC) NYS PLUMBING CODE (PC) Location: .NYS MECHANICAL CODE (MC) NYS FUEL GAS CODE (FGC) Date: i NYS ENERGY CODE (ECC) Reviewer: Publication Date: May 2002 COMMERCIAL& MULTIPLE DWELLING OCCUPANCIES No. Topic Code Page Required Actual Section No. or Allowed 1 Jurisdiction BC-101.2 1 2 Flood Plain BC-1603.1.6 285 3 Separated or Non-Separated BC-302.3 18 Occupancies* 4 Occupancy BC-302 17 .�Z 5 Type of Construction BC-Table 601 81 73 6 No. of Sleeping Units/Level BC-202 14& No. of Units—Total 31 No. of Occupants BC-Table 1003.2.2.2 201 7 Covered Malls .BC-402 33 Hi-Rise (75' Rule) BC-403 36 Atriums BC-404 37 8 Basement Definition BC-502.1 71 (See page 8 of this check list) Legend: NR = Not Required NS = Not Shown NA= Not Applicablelei Note: - * Non-se crated occupancies impose the most restrictive requirements JAM. Page 1.of 10 S c No. Topic Code Page Required Actual Section No. or Allowed 9. Heights & Building Areas Maximum Tabular Area BC-Table 503 72 ,6W Maximum Tabular Height BC-Table 503 72 - Maximum Stories BC-Table 503 72 Mezzanines BC-505 73 - 10. Sprinkler System (water) BC-903 168 Basement Sprinkler BC-903.2.10.1 170 Water Source Sprinkler BC-903.3.5 . 172 Water Source Site FC-508.1 31 11. Frontage&Sprinkler Credits Area Modifications (ca/c.) BC=506 74 . Height Modifications BC-504 73 12. Height&Area Summary Ht/Area Ht/Area Tabular Area BC-Table 503 72 Frontage Credit BC-506 74 Sprinkler Credit BC-506.3. 75 Total Allowable Area Max Aggregate Area BC-503.3 73 (Allowable Area/Flr.x No. of Stories up to 3 maximum) 3. Fire Apparatus Road FC-503.1 29 (1505 rule) o�.t.�� FC S®8.S 3 f 14. Exterior Walls Distance Separation* BC-Table 602 82 Exterior Wall Openings BC-Table 704.8 87 Parapets BC-704.11 88 Exterior Wall Coverings' BC-Table 1405.2 257 Exterior Wall Finishes BC-Table 1406.2 261 Combustible * Distance separations are doubled if fire fighting water is not available (FC-508.1.3). NOTES; JAM Page 2 of 10 l No. Topic Code Page Required Actual Section No. or Allowed 15. Fire Rated Construction Incidental Use Areas BC-Table 302.1.1 17 Accessory Occupancy BC-302.2 18 Mixed Occupancy BC-Table 302.3.3 19 Control Areas BC-414.2 52 Fire Walls BC-705 89 Fire Barrier BC-706 91 Shaft Enclosure BC-707 92 Fire Partition (Tenant Sep.) BC-708 95 Smoke Barriers BC-709 96 Opening Protectives BC Table 714.2 101 Fire Blocking BC-716 107 Draft Stopping BC-716.3 108 16. Space l & C- ac* 2SA Min. Rm. Dimensions '�� � BC-1207.1 251 Min. Ceiling Height BC-1207.2 251 17. Ventilation (Nat. or Mech.) BC-1202.1 249 18.. Light ((Nat. or Mech.) BC-1204.1 250 19. Exits fcernv�eNe f C loot',�.Z.I Al 8 04 Occupancy Load BC Table 1003.2.2.2 201 One Exit Permitted BC Table1005.2.2 224 Stair Enclosure BC-1005.3.2 224 Emergency Egress BC-1009.1 235 t��� Distance of Travel BC-Table 1004.2.4 220 Aisle Width BC-1004.3.1.1 221 Corridor Width BC-1004.3.2.2 221 Capacity, of Exits (calc.)_ BC-Table 1003.2.3 202 Corridor Wall Fire Rating BC-Table1004.3.2.1 222 Corridor Dead End BC-1004.3.2.3 222 Door Width BC-1003.3.1.1 208 Door Swing BC-1003.3.1.2 208 Panic Hardware BC-1003.3.1.9 213 20. Stairs Riser BC-1003.3.3.3 213 Tread BC-1003.3.3.3 213 Width BC-1003.3.3.1 213 Headroom BC-1003.3.3.2 213 Vertical Rise BC-1003.3.3.E 215 Handrails BC-1003.3.3.11 215 (emu IS bC 16D3;.3,2./'i— zb; Mau 0C 12- � 3e8 JAM Page 3 of 10 "i No Topic Code Page Required Actual Section No. or Allowed 1. Structural C-3; Snow-Loading—Ground BC Fig 1608.2 296 Snow Loading---Roof(calc.). ASCE-7-98 Drifting Snow BC-1608.7 295 Ponding BC-1608.3.5 295 Floor Loading BC Table 1607.1 291 Balcony Loading BC-Table 1607.1 291 Wind Loading (calc.) BC-1609 297 Roof Walls Windows Seismic Loading (calc.) BC-1614 315 Foundation Depth BC-1805.2 398 22. Interior Finishes BC-Table 803.4 161 23. Swimming Pools BC-3109 629 24. Sun Rooms BC Appendix 1 693. 25. . Electrical Exit Lights or Signs BC-1003.2.10 203 Emergency Lights BC-1003.2.11.2 204 Emergency Power BC-2702 611 General Lighting-Exits-Stairs BC-1003.2.11 204 26. HC ACCESS Exempt Buildings BC-1104.4 238 Parking BC-Table 1106.1 239 Route BC-1104.1 238 Entrance BC-1105.1 . 239 #of Sleeping Rooms BC-Table-1107.6.1.1 241 #of Dwelling Units BC-1107.6.2 241 Toilet Facilities BC-1109.2 244 Service Counters BC-1109.12.3 246 Areas of Refuge BC-1003.2.13.5 207 Signage Supplemental HC Req'mts Appendix E 681 27. SPECIAL INSPECTIONS BC-1704 379 Notes: qrcic4 j49S/ - 7. -175� JAM Page 4 of 10 e No. Topic Code Page Required Actual Section No. or Allowed 28. Fire Protection Equipment Central Station Monitoring FC-901.9 52 Sprinkler Systems FC-903 55 Other Extingushing Syst. FC-904 59 / ' Kitchen Hood Extinguisher FC-609.8 41 Standpipe Systems FC-905 62 Fire Extingushers FC-906 64 Fire Alarm Systems & SD FC-907.2 66 Fire Alarm Boxes+ZoVef FC-907.4.1 9'0'?•9 72;73 �� Smoke Detection FC-907.2.10 68 Hi-Rise Fire Safety FC-907.2.12 69 Visible Alarms FC-Table 907.10.1.2 73 Smoke Control FC-909 75 Smoke Vents FC-910 82 Fire Pumps FC-913 85 29. Plumbing Code Fixture Count/ C PC-Table 403.1 21 10L),5 Fcl kl.,/ 3-e�WCt S;,k Water Supply Service Pipe Size PC-603 33 Fixture Pipe Size PC-603.1 33 Pipe Material PC-Table 605.4 36 Labor Law Art. 10-A UFPBC-904.6 12,340- Pipe Insulation See Energy Code Backflow Prevention PC-Table 608.1 41 Sprinkler System PC-608.16.4 44 Lawn Irrigation PC-608.16.5 44 Pipe Freezing PC-305:6 14 Sanitary Drainage Drain Pipe Size PC-Table 709.1 54 Drain Pipe Material PC-702 47 Labor Law Art. 10-A UFPBC-904.6 12,340 Vent Size PC-Table 910.4 63 Pipe Hangers PC-Table 308.5 17 Air Admittance Valves PC-917 67 Notes: JAM Page 5 of 10 No. Topic Code Page Required Actual Section No. or Allowed 30. Mechanical Code Ventilation Rates MC-Table 403.3 24 Propane Below Grade MC-502.8.10.1 31 Dryer Exhaust MC-504 33 Kitchen Exhaust MC-506 34 Kitchen Hoods MC-507 37 Kitchen Make-Up Air MC-508 39 Chimney Termination MC-Table 511.2 41 Air Plenums MC-602 47 Fire & Smoke Dampers MC-607.5.1 52 Combustion Air MC-701 55 Confined Spaces—Def. MC-202 5 31. Fuel Gas Code Appliance Location FGC-303 18 Combustion Air FGC-304 19 Clearance to Combust. FGC-Table 308.2 25 Pipe Material FGC-403 46 Shut Off Valves FGC-409 53 Chimney Termination FGC-Fig. 503.5.4 63 Gas Vent Termination FGC-Fig. 503.6.6 65 Exit Terminal Location FGC-503.8 68 Clothes Dryer Exhaust FGC-613 96 Unvented Room Heaters FGC-620 99 32. Energy Code Prescriptive Method ECCC-Table 602.1(1) 50 /(/ OC High Truss Credit ECCC-602.1.2 51 Pipe Insulation—Heating ECCC-Table 503.3.3.1 44 Duct Insulation—Heating ECCC-Table 503.3.3.3 45 Pipe Insulation—Hot Water ECCC-Table 504.2 47- HWH Heat Trap ECCC-504.7 47 COMcheck Computer Software Compliance Report Required Notes: Tt� SNOW s�relc( JAM 1131D %tJ �--a�o�6� Page 6 of 10 07/16/2004 16:25 518-743-0536 07/16/2004 16:10 518-792-00b5 MORRIS PRODUCTS INC BARTLETT PONTIFF PAGE 01 PAGE 02/02 WAMEN COUNTY M1 C4,1,A LL It. S W✓ � �•r• , ti 1 ups �LCiIX+f'R�FLRTYT�1(XS�RYICFSAGNCY Din:crvr , r/ Corny Mu"aclpal CeNce 1340 stare l wde-0 ' ** tea Laku Gaarga,New York 1,2841 "1 Deputy 1rOS5 �' C plft'i•�' Deputy{JfrCclor v rat_ 518-704464 !iu St8-7Gl-G�S4 • WARREN COUNTY TAX MAP OFFICE REQUEST FOAM FOR THE CONSOLIDATION OF TAX MAP PARCELS TOWN/EMY OF Qulaousbury TAX NIA11 NU1v OER OF EACH PAACEL TO BE CONSO-LIDATED�'" 308 20=j 1 (wacanr) 308-20-1.-2 COUNTIV9FAND WASHINGTON INDUSTRIAL DEVELOPMENT.AGENCY By, OWN 'It'SSIGNATURE OWNBWSS�GNAMH: OWNEX'SSI(3NATURU' DA'1'- DATE °' DATE . "ALL TAXES M US x AZ Ct1AMNT ON AIL PARCELS TO 13E CONSOJADA,TED WARREN COUNTY TR)3ASLW.SR'$ OFFICE VERIMAT1ON. Are there any outstanding taxes on the above ref-cr©aced,parcels? YES _ NO VERVIED BX 'OWN ASSESSOR'S APPROVALF YES -NO. - VFMFIED BY Any-parcels that are to be consolidated MOST SHOW IDENTICAL owlier deed information on each parcel. Please be advised that any additional conAolidatign/split requests coneerilhib the abvvc parcels may result in a $15.00 processing fec being charged to t1i property owner. - • ly�� �,2d" 1— �-.. Project Name: BP# Address: Building Permit Submission Checklist Multiple Dwelling Commercial Projects All items below must be checked either yes,no or not applicable prior to submission of any building pemrit to the Town of Queensbury'Building Department_ If any of the below items are lacking,the permit will not be accepted until such time as the application is deemed complete for submission. L Building Permit Application Completed... ...... O......... ...... .............. yes Ono n/a 2. EnergyForm or CheckMate EnergyGode Compliance Forms Complete... Oyes Ono Mn/a (submit 2 copies) 3. Energy Code Inspector's Report from Checkmate Prograin............ ... Oyes Ono (4n/a (submit 2 copies) 4. Septic application completelyfilled out(if applicable)... ............... ... Oyes Ono 64n./a 5. Electrical Inspection Form... .....:............ ... ....................... [ yes Ono ❑n/a 6. Two(2)sets of plans showing the following:.................................... ❑yes Ono On/a 6a. Floorplau(s)........................ ... ................. ............ ... ... On On/a a 6b. Foundation plan...................... .............. .. yes Ono On/a 6c. Cross section(s)... ..................I.. ............... I.............. ..... Ono On/ 6d. Elevations .............. Oyes Ono On/a ....... ... ............... ................... 6e. Design loads including floor,snowload,and wind load... ... Oyes Ono On/a 6f. Seismic desk(required after jan. 1,2003)..................... yes Ono On/a 6g. Plans signed byregistered architect or engineer,signed........... ®yes Ono On/a and sealed by a registered architect or engineer 61L Window and door schedule....................................... ... Oyes Ono Qn/a 7. Two(2)site plans showing location of the structure to be built,.......... R)yes Ono On/a location of well or water lines,location of septic system or sewer line with all setbacks and separation distances shown,and all improvements to the property. S. Solid Fuel Burning or Gas Appliance Form(if applicable)................ Ayes Ono Wn/a 9. DrivewayPermit... ... :......................................... ................ Elyes []no [An/a Date: Staff Initial: L:\Suel-knii ig ay\Bading.Penivt_1-ORNE\Generic Checkhscdoc ]anuvy28,2003 Commercial Final Inspection Report — Office No.: (518)761-8256 Date Inspection re st r c 'v Queensbury Building&Code Enforcement Arrive: m/pm Depart: a p 742 Bay Road, Queensbury,NY 12804 Inspector's Ini al NAME: Q T6 PERMI #: Zl SOtA _�!� LOCATION: ���"r�©� DATE: — — COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Location Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads 11" Vestibules For Exit doors> 3000 s . ft. All Doors 36 in.w/Lever Dandles/Panic Hardware,if required Exits At Grade Or Platform 36 (w)x 44" (1)/Canopy or Equiv. Gas Valve Shut-off Exposed&Regulator 18" Above Grade Floor Bathroom Watertight/Other]Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stoclaoom/Storage/Receiving/Shipping Room(2 hr.), 1 1/2 doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 Hour Complete/Fire Dampers/Fire Doors 'Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan, if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signa e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if req. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides by 20' /Driveable Surface 20'wide -Okay To Issue Temp. or Permanent C/O Okay To Issue C/C Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final inspection Report.doc 08103/ 005: 19:21 7458741 PETER BROWN CONSTRUC PAGE 01 i• ` C PETER J. BROWN CONSTRUCTION MANAGEMENT 36 Gage Avenue Glens Falls,NY 12801-2935 745-7112 fax 745-8741 cell 796-5600 August 3, 2005 To: Town of Queensbury Buildings Department 761-8256 742 Bay Road fax 745-443 7 Queensbury,NY 12804-5902 Att: David Hatin, Code Enforcement Officer 761-8255 Re: Morris Products: The items left on the last Inspection Report are being completed on Thursday momi.ng. We are asking for a finial inspection of the items you listed.on Thursday Afternoon. Please call and let me know when the inspection and Certificate of Occupancy is possible.Please let me know if there is a fee due for the Certificate also. Jeff will have a check ready. Jeff has scheduled the Bank for it's finial inspection on Friday AM. Please let the Fire Marshal know that his items are complete. Paul Kruger has completed the concrete exit pads today. Don Kruger is finalizing the grades, fire road, &Exit walk ways. Midline Masonry is anchoring the storage racks/Insurance Co. & Manufacturers, specifications. Jeff has coordinated the Site Work issues directly with Craig Brown and Bruce Fratak. Sincerely yours; Peter J. Brown cc; Midline Masonry, LLC fax 793-6215 Jeffrey Schwartz, Owner fax 743-0536 Paul Kruger fax 798-0898 Don Kruger fax 792-8096 William E. Montgomery Jr. P.E. c/o William E. Montgomery III Esq. fax 798-9574 file; MORRIS Town of Queensbury, D. Hatin 8-03-05 Town of Queensbury Fire Marshal's Office 742 Bay Road Queensbury, NY 128104 Phone (518) 761-8205 Fax(518) 745-4437 Fire Marshal's Inspection Report Request C SCHEDULE =P-M-;-)ANYTIME Received: Permit# �� J INSPECTION! OName: dM oan,S \1 not ���� Location: Ca ZV APPROVED N/A YES NO COMMENTS EXIT ACCESS, EXIT ENCLOSURE EXIT DISCHARGE MAINAISLE WIDTH SECONDARY AISLE WIDTH EXIT SIGN-NORMAL., , EXIT.SiGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTION J FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM FIRE ALARM -FAN SHUTDOWN FIRE SPRINKLER SYSTEM FIRE SUPPRESSION:-KITCHEN FIRE SUPPRESSION-GAS. : 1 ISLAND HOOD INSTALLATION INTERIOR FINISHES STORAGE COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED J COMBUSTIBLE WASTE C! VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE-UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THIS DAaT ,-'� OK FOR CO NOT OK i I SPEC ED BY COMDEVICHRISJANORDILETTERS20011F IREMARSHALINSPECTIONREPORT11022001 WHITE-BUILDING DEPARTMENT COPY YELLOW-OCCUPANT COPY ` Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: L&J am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials:rx-% ` NAME: PERMIT#: LOCATION: DATE: COMMENTS: Y N NA //"" / Chimney/"B"Vent/Direct Vent Location f�i1 Glhdr h@ o/ Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in./Step Risers 7"/Treads II" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required �^ ` Exits At Grade Or Platform 36(w)x 44"(1)/Canopy or Equiv. �„ _ Shut-off Ex osed&Regulator 18" Above Grade =. Floor Ba oom Waterti ht/Other Floors Oka e ief Valve,Heat Trap/Water Temp.110 Degrees Maximum' Boiler/Furnace Enclosure 1 hr. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut,Off For Boilers Gas Furnace Shut Off Within 30 ft.or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stoclaoom/Storage/Receiviiig/Shipping Room(2 hr.), 1 'h doors > 10%> 1000 s . ft. 3/a Hour Corridor Doors&Closers Firewalls/Fire Separation,2 Hour, 3 q2ECom e/Fire2r Dampers/Fire Doors 9 'Ceiling Fire Stopping, 3,000 s . ft.Wood Frame Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required . Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ram /Handrails Continuous/12 in.Beyond Active Listening System and Signa e Assembly Space Final Electrical Site Plan/Variance required Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or Driveway Water Fountain or Cooler Building Access All Sides b urface 20'wide114,s Okay To Issue Temp. op4lleirmanent C/O Okay To Issue C/C W IZ Last printed 6/3/2003 9:27 AML:\PamW\Building&Codes\Commercial Final Inspection Iteport.doc JLP i f�st�� Fj-.v f&- �e er joTown of Queensbury Fire Marshal's Office 74Z Bay Road Queensbury;-NY 12804 v Phone (518) 761-8205 Fax(518) 745-44 7 Fire Marshal's Inspection Report Request SCHEDULE Received: Permit# �� 1 INSPECTION ON. Name:_ C1KK'�y���[ �l`,� AM PM ANYTIME Location: RA �L-- g PROVED N/A YES NO COMMENTS EXIT ACCESS EXIT ENCLOSURES}�� EXIT DISCHARGE _ MAIN AISLE WIDTH L CV S L:;S S SECONDARY AISLE WIDTH EXIT SIGN—NORMAL EXIT SIGN-BATTERY EMERGENCY LIGHTING FIRE EXTINGUISHER HUNG FIRE EXTINGUISHER INSPECTION FIRE EXTINGUISHER HYDRO FIRE ALARM SYSTEM _ J e�C��c c I 51- FIRE ALARM -FAN SHUTDOWN �( I FIRE SPRINKLER SYSTEM G � m FIRE SUPPRESSION-KITCHEN FIRE SUPPRESSION—GAS ISLAND _ HOOD INSTALLATION —� cc-x,,vl CCC>-S INTERIOR FINISHES STORAGE _ �V— ��Oj� COMPRESSED GAS CLEARANCE TO SPRINKLERS CLEARANCE TO ELECTRICAL ELECTRIC WIRING ENCLOSED -- -----. ------------..._._.:._ COMBUSTIBLE WASTE VEHICLE IMPACT PROTECTION FIRE LANE F.D.SIGNAGE—UTILITY ROOMS NO SMOKING SIGNS MAXIMUM OCCUPANCY SIGN EMERGENCY EVAC PLAN OK THISDAE 0 FOR CO hl T i INSPECTED BY COMDEVICHRISJM4ORDILETTERS2001IFIREMARS HALINSPECTIONREPORT11022001 WHITE—BUILDING DEPARTMENT COPY YELLOW—OCCUPANT COPY Commercial Final Inspection Report Office No.: (518)761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: am/pm Depart: am/pm 742 Bay Road, Queensbury,NY 12804 Inspector's Initials: NAME: C� PERMIT#: LOCATION: DATE: COMMENTS: Y N NA Chimney/"B"Vent/Direct Vent Locationi�LC�ar' Plumbing Vent Through Roof 6"/Roof Complete Exterior Finish Grade Complete 6"in 10' or Equivalent C" Interior/Exterior Guardrails 42 in.Platform/Decks Interior/Exterior Ballisters 4 in. Spacing Platform/Decks Stair Handrail 34 in.—38 in. /Step Risers 7"/Treads 11" Vestibules For Exit doors>3000 s . ft. All Doors 36 in.w/Lever Handles/Panic Hardware,if required �^ ` Exits At Grade Or Platform 36 (w)x 44"(1)/Canopy or Equiv. h„ Gas Valve Shut-off Exposed&Regulator(18")Above Grade Floor Bathroom Watertight/Other Floors Oka Relief Valve,Heat Trap/Water Temp. 110 Degrees Maximum Boiler/Furnace Enclosure 1 hr.. or Fire Extinguishing System Fresh Air Supply for Occupancy/Ventilation Combustion Low Water Shut Off For Boilers Gas Furnace Shut Off Within 30 ft. or Within Line Of Site Oil Furnace Shut Off at Entrance to Furnace Area Stockroom/Storage/Receiving/Shipping Room(2 hr.), 1 '/Z doors > 10%> 1000 s . ft. 3/4 Hour Corridor Doors &Closers Firewalls/Fire Separation, 2 Hour, 3 our Com e/Fire Ver_ l l,r,�ez �_- w,,A- Dampers/Fire Doors 'Ceiling Fire Stopping, 3,000 s . ft. Wood Frame old�'' Cf Attic Access 30"x 20"x 30"(h),Crawl Space Access 18"x 24" Smoke Vents Or Fan,if required Elevator Operation and Si a e/Shaft Sealed Handicapped Bathroom Grab Bars/Sinks/Toilets Handicapped Bath/Parking Lot Si na e Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 in., Checkout 36" Handicapped Ramp/Handrails Continuous/12 in.Beyond Active Listening System and Signage Assembly Space Final Electrical Site Plan/Variance required /7^'0 fit ` �SS►�l Final Survey,New Structure/Flood Plain certification,if reg. As-built Septic System Layout Required or On File Building Number or Tenant Address on Building or D ivewa Water Fountain or Cooler Building Access All Sides b urfaee 20'wide Okay To Issue Temp. o ernnanellt C/O Okay To Issue C/C -Ff6^ �+ Last printed 6/3/2003 9:27 AML:\FamW\Building&Codes\Commercial Final Inspection Report.doc WILLIAM E. MONTGOMERY JR. PE .NEW YORK STATE PROFESSIONAL ENGINEER 104 HARTMAN LOOP QUEENSBURY,NEW YORK 12804 July 26, 2005 Phone: 518-792-4262 INDUSTRIAL To: Town of Queensbury Buildings Department 761-8256 Structural 742 Bay Road fax 745-4437 Renovation Queensbury,Pumps and Q 5',NY 12804-5902 'Piping - HV gy Att: David Ha_tin, Code Enforcement Officer 761-8255 Compliance Re: Morris Products Warehouse Expansion 2005 -- Certificate of Compliance COMERCIAL& RESIDENTIAL 1, William E. Montgomery Jr. P.E. prepared the plans, observed and inspected the C.I.P. Building Codes g y P 1� 1> p Energy Codes footing and foundation work including the perimeter rigid foundation installation and interior Septic esign HVC back fill and compaction. I certify that the Building Foundation System was constructed as designed, for its intended purpose,per plan and specifications as to the scope and intent of the Building Permit Documents. All the listed work and materials meet acceptable standards for which they were designed. I have also observed the,erection of the steel structure and certify that it was erected in accordance with Essex Structural Steels plans and Certify that the Building was constructed as designed, for its intended purpose, per plan and specifications as to the scope and intent of the Building Permit Documents. All work and materials meet acceptable standards for which they were designed and the building is safe for use for its intended occupancy per NYSBC. I have no reason that,would prevent this building from being granted a Certificate-of Occupancy which is being sought by the Owner at this time from the Town of Queensbury. The only significant changes are insulated related for this addition,which is not a heated building. INSULATION: NOTE:THE 2005 PHASE III BUILDING IS NOT HEATED OR COOLED; FOUNDATION to 4' blw grd.1-1/21' Styrofoam SM 1,224 sq. ft. R-8.4 ROOF .13" fiberglass _--- 12,200 sq. ft. R-42.0 SIDEWALLS"girts 9.5" 9,320 sq. ft. R-30.5 DOORS exterior - 44 sq. ft R-15.3 Note the 12"block 3 hr. fire wall is not insulated nor are the wood infill panels where rolling fire doors are planned to be installed during Phase IV construction.: S�oQ�pIESStOpA�� Sincer ly yours; ,MUNI�Q yc� i/'� . am ontgg , ery r. P.E. Jeffrey Schwartz, - Morris Products Inc. Fax 743-0536 Peter J. Brown, Construction Management fax 745-8741 097419 �FrHE STAZ��E Framing / Firestopping Inspection ��q i Report Office No. (518) 761-8256 Date Inspection quest e eiv Queensbury Building & Code Enforcement Arrive: atn/p dart: - I Fa 742 Bay Road, Queensbury, NY 12804 Inspector's InitNAME: I )VA-" ���5 PERMIT#:LOCATION: 53 �uP INSPECT ON: TYPE OF STRUCTURE: Y 1�1 N/AFraming COM IE Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour or Firestopping Penetration sealed 16 inch insulation in cavity min. �� Garage Fire Separation House side '/z inch or 5/8 inch Type X Garage side 5/8 inch Type X y. Ceiling/wall ��.�,�,n�����'.`Gl✓ �j� t Windows Habitable Space/Bedrooms 1 ` 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade LASueHemingway\Building.Codes.Inspection.FORMS\Framing Firestopping Inspection Report.doc January 28,2003 i Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection requ ec ve Queensbury Building&Code Enforcement Arrive: _ai pm part: 742 Bay Road, Queensbury, NY 12804 Inspector's Initial i r NAME: PERMIT#: aOOL4"5Y LOCATION: INSPECT ON: TYPE OF STRUCTURE: Framing Y N N/A COMMENTS Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 %2 (w) 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and snow shield 24 inches from wall Fire separation 1, 2, 3 hour all 2, 3, 4 hour !� U C) Firestopping "r� J Penetration sealed 16 inch insulation in cavity min. —C— —� _� �` Garage Fire Separation House side %2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wally Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade L1SueHemingway\Building.Codes.Inspection.FORNIS\Framing Firestopping Inspection Report.doc January 28,2003 i MORRIS FIRESTOPTM PRODUCT DATA SHEET DESCRIPTION COMMERCIAL INTUMESCENT PREPARATION MORRIS FIRESTOPTIVI is a Contact surfaces should be free of oil commercial quality, intumescent, FACTORY RATINGS and loose debris. Openings larger non-combustible fire, smoke, and than one inch can be partially filled draft-stopping sealant for 30000 F FOR 8 HOURS with mineral wool or use a suitable penetrations and construction voids. backing material to maximize yield. A water-based, non-corrosive, non- ASTM-E84 0 FLAME/0 SMOKE . MORRIS FIRESTOPTA° will form a toxic, odorless compound that skin in about 20 minutes and remains withstands 30000 F for 8 hours. pliable for several weeks depending MORRIS FIRESTOPTm can be safely ASTM-E136 NON-COMBUSTIBLE on the ambient temperature. Cures to removed with soap and water prior to a firm non-combustible thermal curing. MORRIS FIRESTOPTM ASTM-EB14 COMPATIBLE barrier. adheres to most construction CERTIFICATION materials including ceramics, NON-TOXIC MORRIS FIRESTOPTm has been composites, masonry, metal, plastic, factory tested at 3000' F for 8 hours and wood. NON-CORROSIVE and has ben Classified by APPLICATION Underwriters Laboratories Inc as a MORRIS FIRESTOPTM is a multi- UNAFFECTED BY FREEZE/THAW non-combustible product in purpose intumescent, non- compliance with ASTM-E136 and combustible sealant.Typical zero flame zero smoke index per applications include penetrations for WATER RESISTANT ASTM-E84. electrical, HVAC, plumbing, other WARRANTY construction voids, and around BONDS TO MOST MATERIALS MORRIS FIRESTOPTM is guaranteed chimneys/masonry. Gaps exceeding to.be non-combustible and to expand one inch should be partially filled with EASY GUNABILITY when heated. This guarantee is mineral wool or the use of a suitable limited'to.the purchase price. No backing. MORRIS FIRESTOPTm can other guarantee or warranty is be installed below freezing ��Q,5S1J�j�o extended or implied. HANDLING temperature. LIMITATIONS MORRIS FIRESTOPTM is a water MORRIS FIRESTOP'm should not be G •> US based non-toxic compound which used in continuously wet areas for can be safely removed with soap and ex dynamic expansion joints. Consult CAULKING AND SEALANTS water prior to cure. Unopened Y p SURFACE BURNING CHARACTERISTICS the local building,code authority and FLAME SPREAD containers are not affected by SMOKE SPREAD 0 freeze/thaw cycles or.seasonal the architect specifications for the 6IR4 y proper selection and use of any fire ALSO LM EI IEDIN AENTSD NCEWUH storage up to 160' F and have an rated product. ,STANDAR0 TEST MEDIODFOATHEBEHAVIOR expected shelf life of one year. PACKAGING OF MATERIALS IN A VERTICAL FURNACE AT MORRIS FIRESTOPTm is available in �sAcr SEE UL 13VIL01d(G MATERIALS DIRECTORY. 10.5 fl.oz. cartridges, 29 fl.oz UL FILE R16769 cartridges, and bulk containers. 'K� � iu�1 ? �Ll i i 67090 MORRIS ; MATERIAL SAFETY DATA SIIEET I.'PRODUCT IDENTIFICATION INGREDIENT C.A.S.NUMBER Product Name: MORRIS FIRESTOP None Assigned Product Type: Insulating Non-Combustible Filler Compound 2.'PHYSICAL DATA' Boiling Point 212°F(100°C)@ 760 mmHg Volatile Organics None Vapor Pressure(mmHg): 17@ 68°F(20°C) Voc Less Hz O N/A Vapor Density N/D pH 9.0, Evaporation Rate N/D Melting Point- 3400°F (1870°C) Solubility in Water Soluble Specific Gravity 1.31 Appearance and Odor: Reddish Thixotropic Paste having no distinguishable odor. 3. FIRE AND EXPLOSION HAZARD DATA Flash Point N/A Extinguishing Medium N/A Flammability Limits-LEL N/A Special Fire Fighting Procedures None Flammability Limits-UEL N/A Unusual Fire and Explosion Hazards None Autoignition Temperature ' N/A 4.1 HEALTH HAZARD DATA ROUTES OF ENTRY: Inhalation:NO Skin:NO Ingestion:YES Eyes:YES Primary ingredients are ground and pulverized minerals suspended in an aqueous solution. ACUTE (SHORT TERM)OVER EXPOSURE i . Skin Absorption None Reported. Eye Contact May cause.abrasion and irritation. Inhalation Sanding dust may cause irritation of breathing passages. Skin Contact Prolonged exposure may cause dryness and irritation. Ingestion None Reported CHRONIC (LONG TERM)OVER EXPOSURE NONE CARCINOGENICITY This product is not considered to be carcinogenic. Abbreviations: N/A-Not Applicable N/D-Not Determined I i i ' .MERGENCY FIRST AID PROCEDURES Ligestion Drink plenty of water. If discomfort persists,see a physician. Eye Contact Flush eyes with clean water for 15 minutes or until no evidence of material remains. If discomfort persists,see a physician. Skin Contact Wash thoroughly with clean water and mild soap. Avoid vigorous scrubbing which could cause abrasions and irritations. If discomfort persists,see a physician. Dust Inhalation Remove from exposure area to fresh air. If discofort persists,see a physician.m i 6. PRECAUTION FOR SAFE HANDLING Handling No special precautions are required. Waste Disposal Not a hazardous waste. Dispose in accordance with applicable federal, state and local regulations. 7." CONTROL MEASURES Work Hygiene Practices Avoid creating unnecessary dust(sanding). Respiratory Protection Use a NIOSH approved dust mask when sanding in a confined area. Eye Protection Wear safety glasses or goggles when sanding. 8. REACTIVITY Stability: Product is stable. Incompatibilities(Materials to Avoid): None Hazardous Polymerization: Will Not Occur. Hazardous Decomposition Products: None Known 9. SPECIAL PRECAUTIONS AND COMMENTS Store at temperatures below 2120 F(1000C). All statements contained herein are believed to be reliable,but accuracy or completeness thereof is not guaranteed and no warranty of any kind is made with respect thereof. i 10. ADDITIONAL INFORMATION HMIS RATINGS: Health 1 Flammability 0 Reactivity 0 Special None EPA HAZARD RATINGS: Immediate Health 1 Delayed Health 0 Fire . 0 Pressure 0 Reactivity 0 11.TOXICOLOGICAL INFORMATION This product is considered non-toxic. I 12,ECOLOGICAL INFORMATION Aquatic Toxicity: None Waterfowl Toxicity: None Biochemical Oxygen Demand: None Food Chain Concentration Potential: None 13.TRANSPORTATION INFORMATION This product is not a hazardous material for regulation by DOT. �J Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: ;23 am/pm Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: _ t A/ Q 0o '-5 /J NAME: ,r PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is respo sib e providing protection from fieezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Q Foundation/Wallpour Reinforcement in Place ✓ d Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backf ll Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes,Inspection.FURMS\roundation Inspection Report.doc January 28,2003 Z�,- / 0 A-111 Foundation Inspection Report �Y( A)) Office No. (518) 761-8256 Date Inspection request received: Queensbury Building &Code Enforcement Arrive: 0,rah am/pm Depart: arrv'pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials- NAME: N) I PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments _ Y N N/A Footings Piers Mon ithic Slab Re' forcemeat in Place The contractor is responsible for providing protection from freezing for 48 hours following the placementd of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report,doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: 7/!�—k), Queensbury Building &Code Enforcement Arrive: 'G;) am/pm . Depart: am/pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initials: �- NAME: C�l'1�S �1'UGPLtG�S PERMIT#: m, = - —�j LOCATION: INSPECT ON: TYPE OF STRUCTURE: A. Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in-Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place h Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 inil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:LSueHemingwaylBuilding.Codes,Inspec tion.FORMSToundation Inspection Report.doc January 28,2003 � Foundation Inspection Report L Office No. (518) 761-8256 Date Inspection d,r ceiv d: Queensbury Building &Code Enforcement Arrive: Depart: a in Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: ` (9j,(�(I i- IT#: LOCATION: Riot SPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab the co17 ntractor> response e or - ���� providing protection from freezing + for 48 hours following the placement Z 1\�) of the concrete. Materials for this purpose on site. o ndation/Wallpour V/keinforcement in Place v Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Framing / Firestopping Irispection Report / Office No. (518) 761-8256 Date Inspection re� es re c iy d: *11:- 1Queensbury Building&Code Enforcement Arrive: a p epart: m 742 Bay Road, Queensbury,NY 12804 Inspector's Initia s: ✓ �J NAME: 1) 0(T 5 (r 4 a Lj CT S PERMIT#: LOCATION: C�� �I (Z� INSPECT ON: S TYPE OF STRUCTURE: (� Y N N/A CONEWE S ming Attic Access 22"x 30"minimum Jack Studs/Headers Bracing/Bridging Joist hangers Jack Posts/Main Beams Exterior sheeting nailed properly 12"O.C. Headroom 6 ft. 8 in. Stairwells 36 in. or more Headroom 6 ft. 8 in. �41t ks Notches/Holes/Bearing Walls Metal Strapping for Notches Top Plate 1 '/� w 16 gauge(8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses Anchor Bolts 6 ft. or less on center Ice and water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3,4 hour Firestopping Penetration sealed 16 inch insulation in cavity min. VD t°`'\ k--A�fT Garage Fire Separation House side %inch or 5/8 inch Type X (1)1 7 Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space/Bedrooms 24 in. (H) 20 in. (W) 5.7 sf above/below grade 5.0 sf grade Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re uest r eiv d: Queensbury Building &Code Enforcement Arrive: a m epart: t an 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: 2OD-9-SI NAME: _ © ��C ERMIT#: LOCATION: INSPECT ON: —Z � TYPE OF STRUCTUR Comments ' 1 1\ NT/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour ` Reinforcement in Place l v- Foundation Dampproofing Z-1,�)D �,56r 6 F_C f� Ott b Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection requ st r iv Queensbury Building &Code Enforcement Arrive: a pm Depart:' aCpni 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: 4 NAME: `' �` ERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTUR Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place „ The contractor is responsible o providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in PlaceQi E�C—) C Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. L:\SueHemingwaylBuilding.Codes.Inspection.FORMSToundation Inspection Report.doc January 28,2003 NATIONAL 13750 Sunrise Valley Drive M4� ASSOCIATION Herndon,Virginia 20171=4662CONCRETE MASONRY 703.713.1900 ■ 703.713.1910 Fax ncma@ncma.org ■ www.ncma.org ASTM C 140 Test Report Job No.: 05-294 Report Date: - 6/3/2005 Client: Duke Concrete Products,Inc. Testing Agency: National Concrete Masonry Association Address: 50 Duke Industrial Park Research and Development Laboratory Queensbury,NY 12804 Address: 13750 Sunrise Valley Drive Herndon,VA 20171-4662 Unit Specification: ASTM C90-03 Sampling Party: Duke Concrete Products, Inc. Unit Designation/Description: Job No./Description: 05-294 12"CMU Multi Split Face Marked#19LTWT Summary of Test Results Average Average Specified Test Specified Test Physical Property Values Results Physical Property Values Results Net Compressive Strength 1900 min 3860 psi Min.Faceshell Thickness(tis) 1.25 min 1.55 in. Gross Compressive Strength "" 2180 psi Min.Web Thickness(t„,) 1.00 min 1.4 in. Density "" 98.7 pcf Equivalent Web Thickness 2.25 min 4.2 in. Absorption 18 max 13.1 pcf Equivalent Thickness - 6.7 in. Percent Solid 56.5 % Max.Var.from Spec.Dimensions .125 max 0.1 in. Net Cross-Sectional Area - 104.7 inZ Gross Cross-Sectional Area - 185.3 inZ Individual Unit Test Results Cross-Sectional Compressive Received Area' Max. Strength Specimen Wt,WR Gross Net Load Gross Net No. lb inZ inZ lb psi psi Compression #1 48.12 185.27 104.74 392820 2120 3750 Units #2 48.71 185.27 104.74 404370 2180 3860 #3 48.58 185.27 104.74 414600 2240 3960 Average 48.47 185.27 104.74 403930 2180 3860 Unit areas determined as the average of the three absorption units and are assumed to be the same as those units tested in compression. Avg Avg Avg Avg./Min. -Min. Specimen Width Height Length t,- tW No. in. in. in. in. in. Absorption #4 11.92 7.64 15.55 1.55 1.36 Units #5 11.91 7.65 15.55 1.55 1.36 #6 11.92 7.64 15.56 1.55 1.37 Average 11.91 7.64 15.55 1.55 1.36 "Where the thinnest point of opposite face shells differ in thickness by less than 0.125 inches,their measurements are averaged. Received Immersed Saturated Oven-Dry Net Percent Specimen Wt,WR Wt,W1 Wt,WS Wt,Wo Absorp Density Volume Solid _ No lb lb lb lb pcf pcf ft3 % #4 48.10 22.66 51.32 45.29 13.1 98.6 p.4593 56.1 45 48.87 23.11 52.24 -46.17 13.0 .98.9 b.4668' 57.0 #6 48.40 22.86 51.80 .-45.72 13.1 98.6 0.4638 56.6 Average -48.46 22.88 51.79 45.73 13.1 98.7 0.4633 56.5 Comments: These tested properties meet the compressive strength,absorption and dimensional requirements of ASTM C 90-03. Jeffre en ald,P.E. Vice I re t-of Research and Development Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re st r c 've Queensbury Building &Code Enforcement Arrive:, a pm Depart: T I Q a pm 742 Bay Rd., Queensbury,NY 12804 Inspector's Initial . �Sj7 NAME: _ v RMIT#: LOCATION: C., INSPECT ON: -- - TYPE OF STRUCTURE: Comments -- -- Y N_ N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible or providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour .,Reinforcement in Place OP_ Foundation Dampproofing �t Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Bacicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I,:\SueHerningway\Buil ding.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 it A Foundation Inspection Report 1-3 Office No. (518) 761-8256 Date Inspection re est ec ve Queensbury Building &Code Enforcement Arrive: m/p Depart: 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: NAME; �. r�uc'- RMIT#: LOCATION: INSPECT ON: r) TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab R ' forcement in Place' �Op The contractor is responsible elel providing protection from freezing ��� 1 �-e— CS-C)d for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour - Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/ Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Buil ding.Codes,Inspection.FORMSWoundation Inspection Report.doc January 28,2003 �Pq,) Foundation Inspection Report / Office No. (518) 761-8256 Date Inspection reque re ived: Queensbury Building &Code Enforcement Arrive: am/ m Depart. 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials: 2 NAME: Yy P RMIT#: LOCATION: SPECT ON: (� _ TYPE OF STRUCTURE: CZeats Y N N/A Footings Piers Monolithic Slab Reinforcement in Place V The contractor is responsi e or providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/ e llpour �tiA Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing ` 1J �t Footing Drain Daylight or Sump Footing Drain Stone: 12inch width 6 inches above footing 6 mil poly for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I.\SueHe n;ngway\Building.Codes,InspectionTORIVISToundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date InsS�ti.oneq5Ft r ed: Queensbury Building &Code Enforcement Arrive: epart: a ` m742 Bay Rd., Queensbury, NY 12804 Inspector's I NAME: PERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments 0 Y N N/A Footings Piers T Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour � �o Reinforcement in Place 'MA, Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I.ASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Repoil.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re est ec Ive : Queensbury Building &Code Enforcement Arrive: pm Depart:rl.,i C d ` in 742 Bay Rd., Queensbury,NY 12804 Inspector's Initi Is: NAME: RMIT#: _ LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A yr Footings Piers , 1 Monolithic Slab Reinforcement in Place The contractor is responsi�11 providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. oundation/Wallpour _ o Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ Bacicfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I,:\SueHemingway\Building.Codes.InspectionTORMSWoundation Inspection Report.doc January 28,2003 K 10 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request re e7d: Queensbury Building &Code Enforcement Arrive: am/prri Depart: am,'• i 742 Bay Rd., Queensbury, NY 12804 Inspector's Initials:— NAME: t �'> P/ERMIT#: LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footing— / 'ers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes,InspectionTORIVISToundation Inspection Report.doc Januaiy 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re est ceiv Queensbury Building &Code Enforcement Arrive: m/p Depart: an ` m 742 Bay Rd., Queensbury, NY 12804 Inspector's Initi e NAME: t ERMIT#: __�-7 LOCATION: INSPECT ON: TYPE OF STRUCTURE: Comments _ Y N N/A _ Footings Monolithic Slab Reinforcement in-Place The contractor is responsible for LAA �V providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill.Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- _ Rough Grade 6 inch drop within 10 ft. I,ASueHemingway\Building.Codes.Inspection.FORMS\f oundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection re est e iv part: Queensbury Building &Code Enforcement Arrive: p De Cd `pm 742 Bay Rd., Queensbury, NY 12804 Inspector's Initia . NAME: r t Y�C)v�i� PERMIT#: Ll LOCATION: INSPECT ON: Q� TYPE OF STRUCTURE: Comments Y N N/A tings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing \- �C for 48 hours following the placement 0 of the concrete. 7 Materials for this purpose on site. / oundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 12 inch width 6 inches above footing 6 mil poly for wet areas under slab _ Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation.Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. I:\SueHemingway\Building.Codes.InspectionTORNISWoundation Inspection Report.doc January 28,2003 Foundation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building&Code Enforcement Arrive: `''7" am/pm 'Depart: am/pm 742 Bay Rd.,Queensbury,NY 12804 Inspectors Initials: NAME: PERMIT#: LOCATION: S &r INSPECT ON: TYPE OF STRUCTURE: Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the c crete. M Ate als for this purpose on site. oundation/Wallpour Reinforcement in Places Foundation Dampproofing Foundation/Waterproofing Type of Dampproofmg/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1.2 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. L:\.SueHemingway\Building.Codes.Inspection.FORMS\Foundation Inspection Report.doc January 28,2003 Foundation Inspection Report IkQ Office No. (518) 761-8256 Date Inspection rO. E ive Queensbury Building&Code Enforcement Arrive: ' Depart: a a m 742 Bay Rd., Queensbury,NY 12804 Inspector's Initia NAME: 1 S i VSPECT LOCATION: � N: — TYPE OF STRUCTURE: �P Comments Y N N/A Footings Piers Monolithic Slab Reinforcement in Place The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofing/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1.2 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.InspectionTORMSToundation Inspection Report.doc January 28,2003 V U - (;� Foundation Inspection Report Office No. (518) 761-8256 Date Inspection regkrest ecei, 0 Queensbury Building&Code Enforcement Arrive: 11 pm Depart: 742 Bay Rd., Queensbuly,NY .12804 Inspector's Initia ` t NAME: N C PERMIT#: Oq v v LOCATION: INSPECT ON: ' TYPE OF STRUCTURE: C Comments Y , N N/A �, ootings Piers Monolithic Slab Reinforcement in Place /. The contractor is responsible for providing protection from freezing for 48 hours following the placement of the concrete. Materials for this purpose on site. -- - -- - _ — - Foundation/Wallpour Reinforcement in Place Foundation Dampproofing Foundation/Waterproofing Type of Dampproofng/Waterproofing Footing Drain Daylight or Sump Footing Drain Stone: 1.2 inch width 6 inches above footing 6 mil poly for wet areas under slab Backfill Approval Plumbing Under Slab PVC/Cast/Copper Foundation Insulation Interior/Exterior R- Rough Grade 6 inch drop within 10 ft. LASueHemingway\Building.Codes.Inspection.FORMSToundati on Inspection Report.doc January 28,2003 �LUr-<�6;1L System No.WW D-0046 November 25,2003 Assembly Rating—3 Hr O Nominal Joint Width—2 in. �+ Class II Movement Capabilities—12.5%Compression or Extension (D Q m 1 2B N �yo ° O �F 2A I. Wall Assembly—Min 5-1/4 in.(133 min)thick reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3) structural concrete.Wall may also be constructed of any UL Classified Concrete Blocks*. See Concrete Blocks(CAZT)category in the Fire Resistance Directory for names of manufacturers. 2. Joint System—Max width of joint(at time of installation of joint system)is 2 in.(51 mm).The joint system is designed to accommodate a max 12.5 percent compression or extension from its installed width.The joint system shall consist of the foil' g: A. ming Material*—Min 4.0 pcf(64 kg/m3)mineral wool batt insulation installed in joint opening as a permanent form. Pieces of batt cut to min width of 4-1/4 in.(108 min)and installed edge-first into joint opening,parallel with joint direction, such that batt sections are compressed min 50 percent in thickness and such that the compressed batt sections are recessed from both surfaces of wall to accommodate the required thickness of fill material. Fibrex Insulations,Inc.—FBX Safing Insulation Rock Wool Manufacturing Co.—Delta Board Roxul Inc.—SAFE B. bid or Cavity Material*— in 2 in 13 min)thickness of fill material applied within the joint,flush with both surfaces of wall. 3M COMPANY— - + *Bearing the UL Classification Marking This material was extracted and drawn by 3M Fire Protection Products from the 2003 edition of the UL Fire Resistance Directory. _.._ . _ . 1 of 3M Firee Protection-;Products WW_D-0046 Product Support t s00-328-687 www.3m.com/firestop choose option Car FAX ON DEMAND 3M Architecture and Construction : 3MTM FireDasnTM 150+ Caulk Page 1 of 2 Contact UG About M Search�n Unite States --__ Select a Location Lij 3M Worldwide : United States : Architecture&Construction Search This Product Catalog Product Catalog for 3M Fire Protection Products > 3M Fire Protection Products > Caulk; Caulks > By Keyword I Go .............---.........................................._................. _ 3M Fire Pro_ tection 3MTm FireDamTM 150+ Caulk B.Printe Products Acrylic Latex caulk used to firestop metal pipes and cables Product Catalog concrete or gypsum and for use in dynamic head-of-wall sl for 3M Fire Protection Products . 3M Fire Protection l+. Products . 3M Fire Protection Technical Library • Firestop Systems click to enlar e Additional Information o Other Tools Learn More . . . • system selector Designed primarily for • Where to Buy sealing penetrations for non- Fax 3M FireDam 150+ Acrylic Latex Caul • combustible penetrants. 3M Email Brochure (PDF 174.1 K) MSDssearch FireDam 150+ has been Fax I Email 3M FireDam 150+Acrylic Latex Caul tested an approved for Sheet(PDF 56.8 K) single metallic pipe penetrations, common please Note: electrical and Adobe@ Acrobat® Reader is required to view PDF communications cable documents. penetrations, as well as multiple penetrants through �ic, tclZa both masonry and gypsum °adage ,.kadr wallboard constructions. 3M FireDam 150+ it has also been tested for use in fire rated construction joints.Availble in Fu I I Text . . . Make a Selection 3MTm Firedam 150+ Caulk, Limestone, 4.5 gallon Pail 3MTm Firedam 150+ Caulk, Limestone, 4.5 gallon Pail 3MTm Firedam 150+ Caulk, Limestone, 10.1 fl oz Tube Designed primarily for sealing penetrations for non-combustible penetran FireDam 150+ has been tested an approved for single metallic pipe penes common electrical and communications cable penetrations, as well as mu penetrants through both masonry and gypsum wallboard constructions. 3 150+ has also been tested for use in fire rated construction joints. Gray i 3MTM Firedam 150+ Caulk, Limestone, 20 fl oz sausage Designed primarily for sealing penetrations for non-combustible penetran FireDam 150+ has been tested an approved for single metallic pipe penel http://products3.3m.com/catalog/us/en001/architecture_construction/fire—Protection/node ... 7/14/2005 3M Architecture and Construction : 3MTM FireDamTM 150+ Caulk Page 2 of 2 common electrical and communications cable penetrations, as well as mu penetrants through both masonry and gypsum wallboard constructions. 3 150+ has also been tested for use in fire rated construction joints. Gray i 3MTM Firedam 150+ Caulk, Limestone, 28 fl oz cartridge Designed primarily for sealing penetrations for non-combustible penetran FireDam 150+ has been tested an approved for single metallic pipe penes common electrical and communications cable penetrations, as well as mu penetrants through both masonry and gypsum wallboard constructions. 3 150+ has also been tested for use in fire rated construction joints. Gray i 3MTM FireDamTM 150+ Acrylic Latex Caulk (4.5 gallon pail) w r,c°v Acrylic Latex caulk used to firestop metal pipes and cables through concr( gypsum and for use in dynamic head-of-wall systems. ! 3MTM FireDamTM 150+ Acrylic Latex Caulk 10.1 fl. oz. Tube Acrylic Latex caulk used to firestop metal pipes and cables through concri gypsum and for use in dynamic head-of-wall systems. 3MTM FireDamTM 150+ Acrylic Latex Caulk 20.0 fI. oz. Saus. Acrylic Latex caulk used to firestop metal pipes and cables through concr( gypsum and for use in dynamic head-of-wall systems. 3MTM FireDamTM 150+ Acrylic Latex Caulk 28.5 fl oz cartric � u 'i Latex caulk used to firestop metal pipes and cables through concrete or g `'" `�=`�"# for use in dynamic head-of-wall systems. ©3M 1995-2005 Legal Information Privacy Policy C itact Us About 3NA Soarch Si. http://products3.3m.com/catalog/us/en001/architecture construction/fire_protection/node ... 7/14/2005 07I14/2005 13:39 7458741 PETER BROWN CONSTRUC PAGE 01 07/14/2005 12:06 51e-7932036 _ FASTENAL CO F AGE 01 3M Innovative Solutions Catalogs:3MTM Fire Barrier Caulks Pag( I o1 1 United States aces Seleot a Loam 3M Worldwide : United States t Government Solutions Prod4;,CaXgjg9_ L.Wnpyat��e Solutions > 3M'*'Hemel®nd 3ocurlty��d�C►riQlartc�D¢�ns roQucts, > 1'h��►t7�Cs tiou MarjQnal Stra0eg}(�1'ar Nornelan�SEeuriry > 3�,� .Refgntlipg Ag. Cam rophic Threx gyros bets r Gol�ectige PWegLPn Ec,SePety s Temperary ProteCCi� SFtelt�C Enii,anae}�ents > 3M'M,Elec_tri l Pradutt2 > 3M �lre Pratectlott Pradu�ts.> MtTFira Sa�,�Ser Caul s 3MT16 Fire Barrier Caulks (Additional Xnformation 3MT1" intumescent caulks expand up to three times their original size when exposed to temperatures over 3001117 (1490C), This intumescent action farms a strong, insulating char which seals the opening for up to Pour hours when exposed to extreme heat, Fire barrier caulks are ideal for new conWuction or retrofit in a wide variety of applications such as metal, plaakic, Insulated and glass pipe,construction gaps, dynamic joints, HVAC ductwork and Insulated cable applications, Fire barrier caulks are all one-part systems requiring no mixing or measuring, and are fast drying, becoming hack-free in less than 30 minutes. Ali come in commnnlant jab-size packages and install easily with a standard caulking gun, pneumatic pumping equiprilent or putty knife. ®3M 1995-2005 L,e9el TnforMation privacy Pone/ 11ixp://pmduoC53.3m.��/oatfllog/Ltsle>�DUllgove�cntlYz�O�at����olUtidnSlnode 7/14/20o,5 07/14/2005 13:39 7458741 PETER BROWN CONSTRUC PAGE 02 Caulk, 3M. TM Fore.Batfier Page 1 of 1. AlBI CID IEl FIG ] HIII ) IKILIM Organization of This Site NI0IpIQIRISITIUIVIWIXIYIz If you are unable to find z 13 14 1 51 specific product information, view the link to the 3M division name identified with each C Indexproduct description. In most Ceres, the 3M organization Caulk, 3M TM Fire Barrier publishes one or more sites that provide additional information. Intumescent fire barrier caulk that provides a tight and dependable seal against fire, smoke, toxic fumes and moisture. Ideal for new construction or retrofit In a wide variety of applications such as metal, plastic, insulated and glass pipe, construction gaps, dynamic joints, HVAC ductwork and insulated cable. (Building..$afety Solutions Department) 3M TM Fire Barrier CP 25WB+ caulk Viaw product Information 3M 1995-2005 Legal information privacy Policy littp://www.3m.com/product/c_index/Caulk,_3M(TM)_Fi.re_Bamca- (NF)_00J1 1 7/14/2005 07/14/2005 13: 39 7458741 PETER BROWN CONSTRUC PAGE 03 Fire Barrier CP 25WB+Caulk Product Data 0us FILL VOID OR CAVITY MATERIALS CLASSIFIED BY UNDERWRITERS LABORATORIES,INC.®FOR USE IN THROUGH-PENETRATION FIRESTOP SYSTEMS(XHE7-). SEE CURRENT UL FIRE RESISTANCE DIRECTORY 50I,8,goG9 1. Product Description • Brown color. 2,Applications Water seal:Seals against Use to seal construction openings, 3MTM Fire Barrier CP 25WB+ inadvertant water spills in the Caulk is a premium elastomeric latex blank openings and penetrating items unexpanded state. passage against the a of flame noxious caulk designed for use as a one-part . High caulk rate:1000 g/min.with g p g gas, smoke and water.Restores fire, smoke, noxious gas and water fire sealant.In addition,the unique in,nozzle. rated construction to original integrity. ' Point contact allowed, Also for use with 3M Brand Fire Barrier intumescent property of this materialContinuous Operating Temperature FS195+Wrap/Strip and CS-195+ (expands when heated)means that cable or pipe insulation is consumed by not to exceed 1201E(48°C). Composite Sheet, fire, CP 25WB+ Caulk expands to maintain the penetration seal. CP 25WB+ Caulk features superior 3. Specifications adhesion strength,caulk rate and no- product sag application with expanded UL Classified fire protection systems plus a The firestopping caulk shall be a one-part,intumescent,latex elastomer.The caulk shall halogen-free formula. be capable of expanding a minimum of 3 timen at 10001E The material shall be thixotropic and be applicable to overhead,vertical and horizontal firestops.The caulk shell be listed 3M Fire Barrier CP 25WB+ Caulk can by independent test agencies such as UL or FM and be tested to,and pass the criteria of, be installed with a standard caulking ASTM E 814 Fire Test,tested under positive pressure.It shall comply with the gun, pneumatic pumping equipment or requirements of the NEC(NFPA-70),BOCA,ICBO,SBCCI and NFPA Code#101. it can be easily applied with a putty Typically Specified Divisions knife or trowel.CP 25WB+ Caulk will bond to Concrete, metals,wood, plastic Division 7 Thermal and Moisture Protection Firestapping and cable jacketing.No mixing is 07270 required. Division 13 Special Construction Fire Suppression and Supervisory Systems 13900 CP 25WB+Caulk Features Division 15 Mechanical 15250 Mechanical Insulation Fire Protection • Water Base:Easy clean up, no 15300 special handling, routine disposal. Division 16 Electrical • Intumescent'Expands when heated 16050 Basic Electrical Materials and Methods to seal around Items consumed by fire. • Endothermic:Absorbs heat energy, releases chemically bound water. • Thixotropic;Will not sag or run in overhead or vertical applications, • Halogen-free, • Fast dry:Tack-free in approximately 10-15 minutes. • Paintable.(Best results obtained after 72 hour cure.) • Minimal shrinkage. 07/14/2005 13:39 7453741 PETER BROWN CONSTRUC PAGE 04 4, Performance A.Typical Physical Properties B.Firestopping Properties Unit Value Meets the criteria of ASTM E 814 Fire Test, tested under positive pressure. Tack Free Time Minutes at 72"F(22"C) 10-15 Consult current UL Fire Resistance (ASTM C679.87) Directory for systems listed under 3M Expansion at 662'F(350''C) X 2.0-$.0 Product CP 25WB+Caulk, Color — Reddish Brown Density Lb./gal.(Kgll) 11.2(9,35) Adhesion All construction substrates Very Good Application Method Caulk gulls,trowel,spatula pressurized pumps Durommter(hardness) Shore A 70 ASTM E 84 5 Flame Spread Smoke Development — O Solids Percent(%)by weight 79 VOC Percent(%)by weight 0 Odor — Pleasant,nonirritating Flow Rate Grams/min. 1000 114 in.(6,$5 mm) nozzle at 50 psi Boeing Flow Inches 0 (Sag Characteristics) C. Firestopping Code Requirements ICBO Uniform SBCCI Standard BOCA Basic/National Building Code NFPA Life Safety Building Code Building Code (1996 Edition) Code 101 1997 Edition 1997Edition) 1997 Edition 702 104.2.4 702.0 709.6 6.2.3.2.4 DEFINITIONS PLANS MUST SHOW HOW REVISED AND PENETRATIONS-REFER PENETRATIONS AND INTEGRITY IS EXPANDED DEFINITIONS TO 714 MISC.OPENINGS 706 MAINTAINED FOR FOR PENETRATIONS &FIRE BARRIERS CONSTRUCTION JOINTS ASSEMBLIES AND JOINTS 709.7 PENETRATED JOINTS 6.2,42,EXCEPTION 708 7031 5 OPENINGS(EXPANSION WOOD FRAME 202 CONSTRUCTION 711.0 OR SEISMIC JOINTS)IN CONSTRUCTION DEFINITIONS DOCUMENTS SHALL FIRE PARTITIONS FLOORS FIREBLOCKING INDICATE DETAILS AND 705.3 MATERIALS FOR 711,E APPENDIX 702 WOOD FRAME PROVIDING RATINGS AT PENETRATIONS•REFERS A-6-2.4.2 WALL&PARTITION CONSTRUCTION JOINTS AND T0114 PENETRATION FIREBLOCKING PENETRATIONS 6-3.6.1 PROTECTION 711.7 PENETRATIONS AND 705,3.1,5 703.1.1 JOINTS-REFER TO 709.7 MIST„OPENINGS 709.3.2.2 CURTAIN WALL GAP PENETRATIONS AND IN FLOORS AND SMOKE CURTAIN WALL GAP JOINTS SHALL NOT BE 713.0 BARRIERS 705,4(GENERAL) CONCEALED FROM FLOORICEILING AND 710 PENETRATIONS OF FIRE VIEW BEFORE ROOFICEILING NFPA#221 FLOOR/CEILING OR RATED ASSEMBLIES INSPECTION ASSEMBLIES ROOF/CEILING FIRE WALLS AND PENETRATION 705.5(WALLS) 703.2 713.2 BARRIERS PROTECTION BUILDINGS FOR MORE CURTAIN WALL GAP 705,E(FLOORS) THAN TWO STORIES NFPA 711.3 SHALL INDICATE 713.4 SHAFT ALTERNATIVE 705.1 ALL PENETRATIONS PENETRATIONS-REFERS Code 70 NEC FIRE RESISTANT JOINT TO 714 National 714 SYSTEMS 704.1.1 Electric Code THROUGH-PENETRATION SUFFICIENT DATA 713,5 FIRESTOPS F&T SHALL BE AVAILABLE JOINTS-REFERS TO REQUIREMENTS TO JUSTIFY UNTESTED 709.7 300-21 FIRESTOPPING MATERIALS USED FOR 7i4 0 USC STANDARD 7.1 RESTORATION OF FIRE EQUIVALENT TO RATINGS PENETRATIONS-ALL ASTM E 119 REQUIREMENTS CABO 707.0 (GENERAL) One and Two UBC STANDARD 7-5 FIRE WALLS AND EQUIVALENT TO PARTY WALLS 774.7 THROUGH 714,1.6.2 Family Dwelling ASTM E 814 WALL ASSEMBLIES Code 707.10 PENETRATIONS 714.2 THROUGH 714.2.6,5 (1995 Edition) PENETRATIONS _FLOORICEILING AND REFERS TO 714 ROOF/CEILING 602.7 707.8 ASSEMBLIES FIRESTOPPING JOINTS•REFERS TO (FIRESLOCKING IN OTHER 700.7 714.3 THROUGH 714.3.2 MODEL_CODES) NONRATED ASSEMBLIES 709.0 FIRE SEPARATION 721.0 ASSEMBLIES FIREBLOCKING AND DRAFTSTOPPING 07/14/2005 13:39 7458741 PETER BROWN CONSTRUC PAGE 05 5. Installation Techniques Typical Penetration Flrestops For Metal Ripe/Conduit and Shown are examples of approved Insulated Cable Through Fire Rated Consftiction applications of CP 25WB+Caulk, Additional drawings and details are NWal Poe or ca,e,h _ available through your Authorized 3M ISM Rti D*ffi.W yr Dwth 3M P40 Fire Protection Products Distributor, CP2&Vn1•C."^ Bi1bCIP29VM4C.Kft Installation Notes: ` 1. Metal Pipe/Conduit -' applications through nominal 12 Spam In-(304,8 mm) outside diameter. sollu Canemoa Fko«stab. PAWinp MateNhW • Installed depth of CP 25WB+ Caulk depends on annular space. • When the annular space is less than 1-1/4 In.(31,8 mm), a 1/2 in-(12,7 mm) minimum depth of CP 25WB+Caulk is required, • When the annular space is 0 ir+ greater than 1-1/4 in.(31,8 mm), a 1 in. (25,4 mm) minimum depth of CP 25WB+ t ti_Mlneral Wod Pedtinp Caulk is required. t.ssutnroaCab&os� MaM•tat7•t]aper • Common building materials, "A'Y"'�'P1ne - -� +mil such as backer rod may be ���e.C•ull. used for metal pipe ./ applications. Saco corxxata of uL :�-- - clasBOVA S�Vftl • 2. Metal Pipe applications larger raeorm 6W. I ;• a tMufrt um than nominal 12 in.(304,8 mm) anrn 3MF" Annub"R� ` ^•_ t outside diameter, Wart orc %) • All cases require a 1 in. (25,4mm) minimum depth of CP 25WB+Caulk, 3, Insulated Cable Applications. • All cases require a 1 In. (25,4mm) minimum depth of 1 CP 25WB+Caulk.- „ • All cases require mineral wool CP 25VIR116 CUM (safing)for packing, Stec+Plpw—__ 1"p� G9ias a1A Flee 9-- 4tIR CID�•Caulk 4, Fiberglass Insulated Pipe -Mp0mum _ 11�aoe+M+.wal-Wool Applications. Fihe�lr• aYvn - _ �Padit • 1 in-(25,4 mm) of fiberglass insulation on up to a nominal 12 in. ($04,8 mm) of metal ' pipe may be firestopped with a t t ro,-,R" 1 in.(25,4 mm) depth of 'Crcm Mor J �„ ,l>n sp, CP 25WB+Caulk. -•• • 1 in. (25,4 mm) depth of -- - mineral wool packing required, 07/14/2005 13:39 7458741 PETER BROWN CONSTRUC PAGE 06 6. Maintenance 7. Availability The CP 25WB+Caulk Is stable 3M Brand Fire Barrier CID 25WB+ under normal storago condltlons Caulk is available from Authorized and has a one year shelf life. 3M Fire Protection Products Normal stock and stock rotation Distributors. It is available in are recommended. Standard 10,1 ff.oz.cartrldge, 20 oz. Recommended sausage,27.0 oz.cartridge, 2 gallon Store between 40°F (40C)-90017 pail and 5 gallon pail, (32°C)for maximum shelf life. Keep from freezing. Warraniv and Limited RernedyJThis Product will he free from defects in material and nianufacture fora period 4)f ninety(90)days from date of purchase, 3M MAKES NO OTHER WARRANTIF,S.INCLUDING,BUT NOT LIMITED TO,.ANY IMPLIFJ) WARRANTY OF MERCHANTABILITY OR FITNESS FOR A PARTICULAR PURPOSE. U%Lr is responsible for deterniinirig whether the 31M product i5 tit.tor a particular purpose and suitable for user's method of application. If this 3iti1 product is proved to be defective within the warranty period stated above,your exclusive remedy and 3M's solc obligation shall be,at 3hi's option,to replace:or repair the 3M product or refund the purchase price of the 31%4 product. Limitation of Liabilit_ Except where prohibited by law,3M will not be liable for any loss or damages arising from the use of this XM product,whether direct. indirect,special,incidental or consequential, regardless of the legal theory asscrted, including warranty,contract,negligence or strict liability. Consumer Safety and Ligbt Management 3M Center 223-2S-24 St.Paul,MTV 551.44-.100() $00-328-1687 Recycled paper Fax 888.362-2737 40%pre-coacomcr LIM M II,S,q, MC9035TB45 www.3m.com/rimstop 10Yafxfst•wnwmcr 'b 3M 2001 98.0400.5017-6 07/18/2005 11:33 7458741 PETER BROWN CONSTRUC PAGE 02 .......... it Won.i s."Wo o uzrs- 4 VLV MIMUAL IoCbL • Not LTLEASA-ML 'LLD TOb��4,70V- 'mr-- onfu'..12ste.1me., -q.jn0F -.DZS 6 FVTUJIE VtEEL tOIJA Wy =..Mdafi.s, vz- CD Ul Cc` tC-4 in 1�ol,�3c��\Z� 0��1�t1—\• cw 5r \ � OD � OD -- -- — --- --- -- -- --- - - 3r� Fin aQ - ISO :35_t11Lw? ka2_:Q1w. . t� M-A1l �--�..�.�.�,mot.-,..,�....�..:•�o�ti..f+...� 2,U_Ct7CIA. oR-CAUUt. 1- 10,-O5 'F')q-'? LDD(ALT' 1 'I- ^Uvr PgrZou-6F wOss.-owl.. •_-��..`��� ���� TZl�-k-)t}s11�,. ',��ze�S�.l�. \�aid����'G�iL(]�1�t;S�! m. O II Z U1 Z7 C I � . �1Ql��•��.. - ��dta��Ci`�- 3�1�L `�E�1.�A�- rrt 07/18/2005 11:33 7458741 PETER BROWN CONSTRUC PAGE 04 Fire Barrier CP 25WB+Cau.ik Product Data G�5SIFjF� UK Us FILL VOID OR CAVITY IvATEMALS CLASSIFIED BY UNDERWRITERS. LABORATORIES,1NC,a FOR USE IN- - THROUGH:PENETRATION FIRESTOP SYSTEMS(XHF.7), S[F,CLIRR€NT UL FIRL RESISTANCE DIRECTORY 50LO.MG9 1. Product Description • Brown color. 2.Applications 3M- Fire Barrier CP 25WS+ • Water seaf;Seals against Use to seal construction openings, Caulk is a premium elastomeric latex inadvertant water spills in the blank openings and penetrating items caulk designed for use as a one-part unexpanded state, against the passage of flame, noxious fire,smoke, noxious gas and water High caulk rate-1000 g/min.with gas,smoke and water.Restores fire nozzle. sealant.In addition, the unique in, rated construction to original integrity, intumescent property of this material 4 Point contact allowed. Also for use with 3M Brand Fire Barrier (expands when heated) means that as • Continuous Operating Temperature FS195+Wrap/Strip and CS-195+ cable or pipe insulation is consumed by not to exceed 120OF (480C). Composite Sheet, fire, CP 25WB+ Caulk expands to maintain the penetration seal. CP 25WB+Caulk features superior, 3. Specifications - adhesion strength, caulk rate and no- sag application with expanded UL Product Classified fire protection systems plus a The firestopping caulk shall be a one-pert,intumescent,latex elastomer,The caulk shall halogen-free formula. be capable of expanding a minimurrl or 3(Imes at 10000E The material shall be thixotropic and be applicable to overhead,vertical and horizontal firestops.The caulk shall be listed 3M Fire Barrier CP 25WB+Caulk can by independent test agencies such as UL or FM and be tested to,and pass the criteria of, be installed with a standard caulking ASTM E 814 Fire rest, tested under positive pressure.It shall Comply with the gun, pneumatic pumping equipment or requirements of the NEC(NFPA-70),BOCA, ICBO,SBCCI and NFPA Code#F101, it can be easily applied with a putty knife or trowel.CP 25WB+ Caulk will Typically Specified Divisions bond to concrete, metals,wood, plastic Division 7 Thermal and Moisture Protection Firestopping and cable jacketing,No mixing is 07270 required. Division 13 Special Construction Fire Suppression and Supervisory Systems 1390U CP 25WB+Caulk Features Division 15 Mechanical 15250 Mechanical Insulation Fire Protection • Water Base:Easy clean up, no 15300 special handling,,routine disposal. Division 16 Electrical ■ Intumescent:Expands when heated 16050 Basic Electrical Materials and Methods to seal around items consumed by fire. Subj: Fw:Job Estimation • Endothermic:Absorbs heat energy, Date: 711 812005 1 1:08:26 A.M. Eastem Standard Time releases chemically bound water, From: rhalvorson@mmm.eom • Thixotropic:Will not sag or run in To: pjbrownski@aol.00m overhead or vertical applications. • Halogen-free, • Fast dry:Tack-free in approximately 10-15 minutes. • Paintable,(Best results obtained after 72 hour cure.) Reed Halvorson • Minimal shrinkage. 3M Fire Protection Products Technical Service 800-$28-1687 07/18/2005 11:33 7458741 PETER BROWN CONSTRUC PAGE 05 4. Performance A.Typical Physical Properties B. Firestopping Properties Unit Value Meets the criteria of ASTM E 814 Fire Test, tested under positive pressure, Tack Free Time Minutes at 72°F(22•C) 10-15 Consult currant UL Fire Resistance (ASTM C679-87) Directory for systems listed under 3M Expansion at 662"F(350`C) X 2.0.3.0 Product CP 25WB+Caulk, Color — Reddish Brown Density Lb./gal.(Kg/l) 11,2(1,35) Adhesion All construction substrates Very Good Application Method Caulk guns,trowel,spatula pressurized pumps Durometer(hardness) Shore A 70 ASTM E 84 Plame Spread — 5 Smoke Development — 0 - Sollds Percent(%)by weight 79 VOC Percent(%)by weight 0 Odor Pleasant,nonirritating Flow Rate Gramslmin, 1000 1/4 in.(6,35 mm) nozzle at 50 psi Boeing Flow Inches 0 (Sag Characteristics) C. Firestopping Code Requirements ICBO Uniform SBCCI Standard BOCA Basic/National Building Code NFPA Life Safety Building Code Building Code (1996 Edition) Code 1U1 1997 Editioh 1997 EditionAll997 Edition 702 104,2,4 702.0 709,E 6-2.3.2..4 DEFINITIONS PLANS MUST SHOW HOW REVISED AND PENETRATIONS, REFER PENETRATIONS AND INTEGRITY IS EXPANDED DEFINITIONS To 714 MISC.OPENINGS 706 MAINTAINED FOR FOR PENETRATIONS &FIRE BARRIERS CONSTRIIC,TION JOINTS ASSEMBLIES AND JOINTS 709.7 ____ PENETRATED JOINTS 6.2.4.2,EXCEPTION 708 703.1 5 OPENINGS(EXPANSION WOOD FRAME 202 CONSTRUCTION 711.0 OR SEISMIC JOINTS)IN CONSTRUCTION DEFINITIONS DOCUMENTS SHALL FIRE PARTITIONS FLOORS FIREBLOCKING INDICATE DETAILS AND 7o5.3 MATERIALS FOR 711.E APPENDIX 709 WOOD FRAME PROVIDING RATINGS AT PE'NFTRATIONS•REFERS A-6-2.4.2 WAIJ-&PARTITION CONSTRUCTION JOINTS AND TO 714 PENETRATION FIREBLOCKING PENETRATIONS 6-3.6.1 PROTECTION 711.7 PENETRATIONS AND 705.3.1.5 703.1.1 JOINTS-REFER TO 709.7 MISC.OPENINGS 709.3.2.2 CURTAIN WALL GAP PENETRATIONS AND IN FLOORS AND SMOKE CURTAIN WALL GAP JOIN,r5 SHALL,NOT BE 713.0 BARRIERS 705.4(GENERAL) CONCEALED FROM FLOOR/CEILING AND 710 PENETRATIONS OF FIRE VIEW BEFORE ROOFIC,EILING NFPA#221 FLOORICFII,ING OR RATED ASSEMBLIES INSPECTION ASSEMBLIFS ROOF/CEILING FIRE WALLS AND PENETRATION 705.5(WALLS) 703.2 713.2 BARRIERS PROTECTION BUILDINGS FOR MORE CURTAIN WALL GAP 705.6(FLOORS) THAN TWO STORIES 711.3 SHALL INDICATE 713.4 NFPA SHAFT ALTERNATIVE 705.7 ALL PENETRATIONS PENETRATIONS-REFERS Code 70 NEC FIRE RESISTANT JOINT' TO 714 National 714 SYSTEMS 704.1.1 THROUGH-PENETRATION SUFFICIENT DATA 713.5 Electric Code FIRESTOPS FEY SHAI.I- PE AVAILABLE JOINTS-REFERS TO REQUIREMENTS TO JUSTIFY UNTESTED 709.7 300.21 FIRESTOPPINO uBC STANDARD 7-1 MATERIALS USED FOR 714.0 EQUIVAI-F,NTTO RESTORATION OF FIRE PENETRATIONS-ALL ASTM E 119 RATINGS REQUIREMENTS 107.0 (GENERAL) CABO UBC STANDARD 7-5 FIRE WALLS AND One and Two EQUIVALENT TO PARTY WAI,I,S 714.1 THROUGH 714.1.6.2 Family Dwelling ASTM E 814 WALL.ASSEMBLIES Code 707,10 PENETRATIONS- 714.2 THROUGH 714.2.6,5 (1995 Edition) REFERS TO 714 FLOORICEILING AND ROOF/CEILING 602.7 707,8 ASSEMBLIES FIRESTOPPING JOINTS - REFERS TO (FIREBLOCKING IN OTHER 709.7 714.3 THROUGH 719.3.2 MODEL CODES) NONRATED ASSEMBLIES 709.0 FIRE SEPARATION ASSEMBLIES FIRE FIREBLUCKING AND DRAFTSTOPPING 07/18/2005 11:33 7458741 PETER BROWN CONSTRUC PAGE 06 5, Installation Techniques Typical Penetration Firestops For Metal Pipe/Conduit and Shown are examples of approved Insulated Cable Through Fire Rated Construction applications of CP 25WB+Caulk, Additional drawings and details are moral NocaCaduq- = available through your Authorized 3M 3M Rn%e•.rwr Fire Protection Products Distributor. c�25vm►rj ,m I s.nimircp2 Wa+Cann Installation Notes: ' rW 1. Metal Pipe/Conduit applications through nominal 12 1-114"`Max. mar spw* in. (304,6 mm) outside diameter. Soiid caxrero P PoorS=. r�,4 Maleft • Installed depth of CP 25WB+ Caulk depends on annular space. _ • When the annular space Is less than 1-1/4 in.(31,8 mm), a 1/2 in. (12,7 mm) minimum depth of CP 25WB+Caulk is required. stcalsloave;omian�l) _ • When the annular space is greater than 1-1A in.(31,8 :_ _..—�..__—_ ._-•: mm), a 1 in, 25,4 mm minimum depth of CP 25WB+ Caulk is required. ,rwita"CobLes 'Mineral Wod P.&ft lyt7tHO[V Deem • Common building materials, �"a•pm9l2"8 co:xmewou such as backer rod may be rlauah in Wall �-��` used for metal pipe applications. Soso comcme or UL clawow 6lxk Waif —„�'••r•.•�. 2. Metal Pipe applications larger P rmMatedul M1, Maximum than nominal 12 in.(304.8 mm) r�eote 3M Flre :_ pmm�gr Bp�an - Baffler outside diameter. CP25WB+caulk l Mdel Pipe or CanddA ae%j • All cases require a 1 in. (25,4mm) minimum depth of CP 25WB+Caulk. 3_ Insulated Cable Applications. • All cases require a 1 In. (25,4mm) minimum depth of ! CP25WB+Caulk. • All cases require mineral wool CP 23W94 caulk (safing)for packing, sled wpA— I-o.pd,3ta Fire 4. Fiberglass Insulated Pipe Bwrw cr 25"'CMAK 1"M"rnum Ckius...., 1-DVOM M�norat.y�yjt Applications. FibarWmdmion _ _ pad" • 1 in. (25,4 mm) of fiberglass _ insulation on up to a nominal 12 In. (304,8 mm)of metal I pipe may be firestopped with a ' 1 in, 2.5,4 mm de 4'w2- ow =� �lam'°'-" ( ) Pth of carv9to rwr nnra lar$ape CP 25WB+Caulk, __- • 1 in, (25,4 mm) depth of mineral wool packing required. MD i��t1S � T, I RECEIVED i imam s s2 723 •.\\ �. \�\i\\ `� � `\- \y�-�'►a'CRt�W\FLC\l.�G\'�u�L'\:\i�'TRni`30�ti�S�2�J PIA`t�\ 1� �I :t - f1 's ... . \FL. ��\Rad�(l CotTlo. 3s�i1J I i � 1- R JLL-13-20' > 82:17P FROM: ! TO:1�18?430536 P:1'1 • i ACO ` ounte in Empire Industrlsl Park P.G.Box 550 ATKINS,VA 243*1 � A Ph: 077)660.2888 Fax:(2.53)660 87 wT all: jag ;aaoMWuLrFagtudU� � w�Qty ice; an F.,kXo PACE 1 OF 1 Dal July 112005 •`�� 3A Jet chwartz F # 518-743-0535 F i s RQd Young_._ Sub eet: JACK Fireston i Ct Mirming our phone conversation,there are tw types of fire rated caulks. R s resistant caulks were.developed 91l1out 30 i ear$ ago and louse they mill bulgy s1i Y ly, they must be tested for the speck al 1iostion , resulting in UL 1471 Lieted gtama, describing the type of partition, the a of penetration, and how to insUll the ce A to maintain the hour rating. Ni n-combustible caulks were developed morme ntiy and becaurse they do not yarn or milt below their rated temperature, they are teal d independent of the applica' .. The U1 designation for non-combustible caulk is B� 5 and BICW which do not inc ude or to lug listed systems. re I • I ' I i I i i i • i I ! l I i i i I • f `I ' I I Z i0 30k -4 ONI SIOnaobd siN{ foW I 9E90-EtiL-8Z5 EZ:LZ 500Z/E1/L0 • i ' I , ! MORRIS FIR � Ttat�Tn� PRODUCT DAT k SHEET DESCRIPTION COMMERCIAL INT i MESCENT PREPARATION liriORRIIS �IRESTOPTm is a ; Contact surfaces sho Lild be free of oil oommerc al quality, intumescent, FACTORY RA INGS and loose debris.O nings larger non-com ustible:i'ire,smoke, and than one inch can be partially filled draft stol :)Ing sealant for 30000 F FOR$ IOURS with mineral wool or se a suitable penatraii iris and construction voids. I backing material to ry aximize yield" A.,&-ater-1 ased, non-corrosive, non- I MORRIS FIRESTOP will farm a ASTM-E84 0 FLAM /0 SMOKE toxic, od, Hess compound that I skin in about 20 minL teas and remains yvithstans s 30004 F for 8 hours. i pliable for several w ks depending iVORRIE FIRESTOPTm can be safely ASTM-E136 NOWCO BUSTIBLE on the ambient temp rature. Cures is removed with soap and water prior to i a firm non-com bustib a thermal curing. N �:RRIS F1RESTOPTm ASTM-E814 CON ATIRLE barrier. adhares D most construction I CERTIt IC TION materiak including ceramles, NON TO MORRIS FIRESTOP has been -wmpost ,s, masonry, metal, plastic, factory tested at WOO* F for 8 hours and woo 1_: NON-CORK IVE and has ben Classifi by :APPLICATION Underwriters Laborat idea Inc as a 1J10RR11 FIRESTOPTm is a multi- UNAFFECTED BY F i ELF-!THAW non-combustible pr uct in IDurpose ntumescent,non- compliance with AS M-El36 and cornbusi )la sealant.Typical zero flame zero smo a index per • •a�plica WATER RESI TANT ti� ns include penetrations for ASTM-E64. elegy oa HVAC, plumbing, other I WARRANTY ' =)siruc idn voids, and around BONDS TO MOST IATERIALS MORRIS FIRESTQ TM is guaranteed chimney /masonry. Gaps exceeding I to.be non-combustib and to expand onw inch should be partially filled with EASY GUNA ILITY when heated.This guarantee is mineral tool or the use of a suitable limited to the puroha a price. No backing. MORRIS FIRESTOPT" can other guarantee or rranty is bw instal below freezing extended or implied. tempera ire. �+ ' HANDL NG LIMITATIONS ; I MORRIS FIRESTQ T"" is a water MORRIZ: FIRESTOPTm should not be Ce Vp L s based non-toxic com pound which used in+ Dnt'inuously wet areas for can be safely remov d with soap and Gb�tLti�tt3.AtID ZM dynamic expansion joints. Consult �NFAaeits�wurm A�cr�asr�s � water prior to cure, nopened the local building code authority and RAW SP a containers are not affected by the arch ;ect specifications for the ( �""01 ; freeze/thaw cycles o seasonal proper s Election and use of any fire AtsOCLlsssir5 IR WSWOK, storage up to.1606 F and have an rated pr+ duct. ssrAN0MVCffU t,r'��,►yioa expected shelf life o one year. PACKAGING 6FJtiSiEf� lk✓k'! FURFWExr MORRIf F.IRESTOPTa" is available in ang1lupwrwrn 10.5 Co :, cartridges, 29 fl.oz UL FILE R1 769 ntiridg" s;and bulk containers. . i • 1 i� Z0 3E)ka ONI sioncoud siNIiow 9E90-EPL-8I9 ez:LZ 900Z/EZ/L0 ' I M • i OR I MA'T`ERUL SAFETY� ATA SHEET PRo"`+UICT 11 n14 NTIF1CATI'ON I PqG11-R,; 1ENT I C.A.S.NUMBER -Prrduvl Vame: MORRIS FIRESTOP None Assigned Produet 1'�pe: Insulating Non-Combustible hiller Compound i >. i'��?'SICAL I A-�A I 2W'�'-�: oint 212°F(10V C)@ 760 mmHg I Volatile Organics None �Vapa3r F -ensure(mmHg): 17@ 68a F(20°C) I Voc Less H2O NIA V>ap`sr I. msity N/D pH 9.0 Evazporg :ion Rate N/]D Melting point 340009 (1870GC) 801asl lal :in Water Soluble I Specific Gravity 1.31 • I Appear; ad a and Odor: Reddish Thixotropic Paste having no dt itinguishable odor. I 3. �:�_a a 143 E'. 2FLOSIOK VAA._AIRY!1DATA � I • I Flash Pc int N/A iguishing Medium N/A Fly ;Fifty Limits-LEL N/A Sped ial Fire Fighting Procedures None t lamms allfity Limits-UEL N/A Unv�ual Fire and Explosion Hazards I Zone w4toign t1pn Temperature I i ' I 4, Hp ZAIR D DATA I I RI O T1+ i OF ENTRY: 5nhalation:NO Shin:NO Inges n:'YES Eyes:YES Priman ingredients are ground and pulverized minerals suspe ded In an aqueous solutiom- AL (SHORT TER1111 OVER EXPOS I Sldu Ab orption None Reported. E'ye Col tact May cause abrasion and irriti tion. yntlalatj l$ Sanding dust may cause irrits don of breathing passages. Sun Cc tact Prolonged exposure may ea dryness and irritation. Angestio ► None Reported CHROP IC (LONG TERM OVE1t E" SURE NONE I CARCI L This product is not consider , to he carcinogenic. A`obreviatlons: N/A-Not Applicable N/D-Not Determined I i I I (D4 £0 3JA =1 ON! Slo(1Qmid siad0W 9E90-EVL-BIS EZ:LI 500Z/ET/L0 V FAST ID PROCEDURES I� gestivl Drink plenty of water. If disc•mfort persists,see a physician. Eye Con act Flush eyes with clean water fq 15 minutes or until no evidence of material remains. If discamf t persists,see a physician. fkisa Co-, taet Wash thoroughly with cleaul water and mild soap. Avoid vigoro scrubbing Y%vhloi a could cause abrasions and irri ations. If discomfort persists,see a pj ysician. , D.Ust W tlatiou Remove from exposure area ` fresh air. If discomfort persists,see a physician, I s.. IME,C_L€JTIf K FOR SAFE x'E PLQ.NDLING Haadlin : ; No special precautions are r ired. Waste I) sznosal Not a hazardous waste. Disi se in accordance with applicable f ral, state and lacal regulations. i -7. v�i� GL I [SASS j i Work H glene Practices Avoid creating unnecessary dust(sand g). esph'ai )ry Protection 'Use a N'IOSH approved dust ask when sanding in a confined area. Eye.'Pro ?4tioh Wear safety glasses or goggle when sanding. �A.-CTfVT-:1 I I Stability: Product is stable. Incompa ilities(Materials to Avoid): None Ha ardi L:q Polymerization: Will Nat Occur. Hazardo � Decomposition Products: bone Hno wn I Y�' CIAI;P� ECAUlTION -AND COMMENTS i More at -eamperatures below 212°F(100°C). i All state nents contained herein are believed to be reliable,but acuracy or completeness thereof: ;not guaranteed and no warranty of any kind is made I ith respect thereof. . i ib. ADYDITIONL g INFORAUTION IS h CE LN GS: Health 1 Flammabili 0 Reactivity 0 Special N ne EPA H Z--A-91)RATINGS. %namediate Health 1 Delayed H Ith 0 Fire 0 Pressure 0 Reactivity I 0 . I i �•.1.T01aCaLO xiCALINFoRMATYaN i • i This pro luct is considered non-toxic. . I VC OLOGIC 4Y,INFORMATION Aquatic Toxicity: None I aterfowl Toxicity: None Blocher ical Oxygen Demand- bone Food Chain Concen'ation Potential: None i i 13.T1R-A-dSPd3-19 rATION INFOP2AATION i This ur duct is not a hazardous material for regulation by DO' • �f p0 30k J oNT_ siona0i_Id SIi=1 iow 9E50-EbL-8t9 EZ:Z1 508Z/61 L0 From:To 1 Nan Tot t4Uke Mensler Date:511' 003 Time:4:22:06 PM FayE 3 a4 3 i 30000 E TEMPERMUTURE TEST J/' CO i IRE OPTM INTRODUCTION I 't his test was conducted to certify the 3000°F for 8 ours service temperature of JACO FIRES, 6 OP'R, Two test environments were used: 1. Muffle Furnace Temperature Test 2. Direct Open Flame Test The Muffle Furnace testing equipment available is 4t Capable of obtaining the S niml]m esired temperature of 30001 1:_ Therefore,the Direct Openj Plame Test(using M_A.PP Gras)is also used to expose the test specimen to higher temperature is possible with the Muffle Furnace -MAPP Gras burns a temperature of 36000 F. .PPIODUCT DESCRIPTION � •JACO FIRESTOP m is YTL Classified as?`Ion-Combus ble(ASTM E136),having a Flame Spread afZero and Smoke Developed Zero(UL 723,AS ' E84)formulated as an endothermic compound using inorganic materials,and a service mperature rating of 30001 F for 8 hours- These test were conducted only to determine the res onse of JACO FIRESTOP at measure -elevated temperature and measured flame teMperatuj a under controlled laboratory conditi ns_ The tests do not attempt to describe the perforniancq or incorporate all factors required forfire- .hazard or fire-risk assessment of assemblies under 4 tual fire conditions. Sunnuary of Test Method I :Muffle Furnace Test exposes a measured test speci n to a controlled temperature for a measured period oftime_ .Direct Open Flame Test exposes a measured test sp Amen to a controlled flame temperatu re for :a measured period of time. Test Specimen Ivfuffl.e Furnace Test Specimen: j 2.60 X 1.'0 x 0.48 inches(1.50 in3) ed at room temperature for 60 days. Specimen weight 45 grams. Flame Test Specimen: t 4.700 X 2.620 X 0.550 inches dried om temperature for 70 days_ (length x width xthickness). Speei � n weight 183 grams. I • i i i • I 1 • I i I I I . i . i se 39t a ONI sionaoNd sIaHow 9£50—EtiL-815 EZ:Ll 908Z/El/L0 From:Tor Bean To:Wke Hensler Date:5115.003 TimE:4:22:05 PM PaOib t,d I TEST k'AOCEli:URE Mluffle Furnace Test(22001 F): With both the test specimen and the furnace 2 room temperature the specimen was placed in furnace on a 1116 inch thick stainlesi steel plate which was placed on a 3.00 OD X'/4Wall x 3.00 Nigh stainless steel cylinder, The furnace temperature was allowed to rise to 2200°F(maximum furnace tempera ). Maximum temperature was reach d in 20 minutes. Total time ofthe test was 5. The test specimen was periodical) observed'through s sight orfice to monitor its ndition and reaction in the elevated temperature environment. 171 acme'T°eat(Alagp Gas flame tempezmire is 360 C E): Specimen was placed in a holding fixture wit the torch nozzle positioned perpendi ar to and 1 inch from the surface of the specime Test and specimen was observed throughout the test for its reaction and perfo ance to the exposed flame. Flame temperature at the surface of the specimen as:Lined to be at a minimum of3300°F. -YEST RESULTS AND OBSERVATION Mu Me�rnace Test: The specimen.throe out the test did not display any adverse changes in dimension. The specimen became the same color as the btainleE s steel )date and the 3.00 inch stainless steel cylind The furnace and specimen were allow to c000vernight. The specimen was weighed and,measured to determine weight 1 ss and volume gain. The weigh of the specimen was 34 grams(a loss of 20%) d the volume was 2.73 in'(an :. increased of 182Q/o,total volume). There is n evidence ofthe specimen approaching melt temperature(T°,)dtu jng 9 hour test at 2200°F. Flamm Vest(1%, APP Gas). Intumescence(e on)began within I minute after exposure to the 3300°F flame. Expansion( escenee)appeared to have been, completed in approximately 15 minutes. T perature on the surface,directly opposite the flame reached 212°Fin 30 min s(water droplets boiled). Surface temperature opposite the flame side,2 inches from the lame point, is estimated to 3e :. less than.2000 F(water droplets did not boil) d could be touched with a bare fling . Duration ofthe test was 8 hours. Cool down time to room temperature: Appro dmately 10 minutes. Dimensions ofthe specimen: 4.750 x 2.750 1.650 inches(thickness measured across the flame contact area). Unrestrained i ransverse expansion 300%. Weight ofthe specimen is 149 grazes-weigh:loss of 18.5%. Specimen shows minor surface melting(T'ft) my in the area directly in contact w, n the 3300°F flame. Flame penetration into the s 5oimen is 1/8 inch maximum. ' 2 David hmitz, Test Engineer--JACO Mfg(2114 M3) 90 39t � ONI sionamid siZjaow 9E90-EbL-819 EZ-LT 900Z/ET/L0 Prem:`Pony Min To:10ko Mms-ler pate:5/15 03 Time:4:22:06 PM Page 5 of 13 i I i I INSTALLATION IN `�RUCTIONS JACO FIRE _OPTM /NT[JAIIE ANT RATE® 3000OF F 8 HOURS SEALING PENETRATIN ITEM THROUGH CONCRETE AND BRICK ASONRY WALLS (INTERIOR SURF CES ONLY) SGe; 'k All surfaces should be clean, sound, d free of loose debris. Moist or damp surfaces are acceptable'. • i Stel a (Recommended)To reduce the amours of JACO FIRES'TOPT" requirec to Till the void the area between the penetrating tem(s)and the clearance openl g in the wall. The filler material(mineral wool should be firmly packed arount the penetrating item(s) and against the sty aces of the opening in the stru Aural member leaving%inch for.TACO FIR6I STOPI'm. Ste, E Apply JACO EIRESTOPTm 3/C inch dee ' around the penetrating item(s) i Ind firmly against the concrete or brick surface fling the void.The face surface A the installed JACO RRESTOPT" may be t� welled flush with the-surface o the wall. i N6te: .TACO FIRESTOPTM can be sa ded and painted with any type of paint. Allow JACO FIRESTOPTm to fly cure before sanding or painting. • II JACO FIERESTOP dA.0 FRESTOP PENETRATING ITEM I ITEM PERETNTING CONCRETEMAASONRY ANDIOR BRICKWNEER WUL - FILLER MATER CONCRETE OR MASONRY L BRICK VENEER • - 1 , UL 723 (ASTM-E84) FLAME INDEX ERO SMOKE INDEX ZERO ASTM-E136 NON-C MBUSTIBLE ASTM-E814 CO PATIBLE ASTM-F-119 CO PATIBLE Sac"on 2.Page 4 j L0 3Et J ENI sioncOdd si&iOW 9E90-EVL-819 ez:LZ 90MIKIL0