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2013-493
TOWN OF QUEENSBURY 742 Bay Road,Qucensbury,NY 12804-5902 (518) 761-8201 41111. Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF OCCUPANCY Permit Number: P20130493 Date Issued: Friday, February 14, 2014 This is to certify that work requested to be done as shown by Permit Number P20130493 has been completed. Location: 870 STATE ROUTE 9 Tax Map Number: 523400-296-017-0001-051-000-0000 Owner: APERIO PROPERTIES LLC Applicant: APERIO PROPERTIES LLC This structure may be occupied as a: Commercial Alteration By Order of Town Board TOWN OF QUEENSBURY Issuance of this Certificate of Occupancy DOES NOT relieve the property 4 f� owner of the responsibility for compliance with Site Plan, Variance, or \. other issues and conditions as a result of approvals by the Planning Board Director of Building& Code Enforcement or Zoning Board of Appeals. 0.k TOWN OF QUEENSBURY A 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development-Building& Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130493 Application Number: A20130493 Tax Map No: 523400-296-017-0001-051-000-0000 Permission is hereby granted to: APERIO PROPERTIES LLC For property located at: 870 STATE ROUTE 9 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. Type of Construction Value Owner Address: APERIO PROPERTIES LLC Commercial Alteration $6,000.00 7 SOUTH SHORE Dr Total Value SOUTH AMBOY NJ 08679-0000 $6,000.00 Contractor or Builder's Name /Address Electrical Inspection Agency Plans &Specifications 2013-493 MAJOR LEAGUE BARBERS Comm. Alt. 432 sq ft $86.40 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,November 04,2014 (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 Town f Q7sbur9 J/ M i a•, ), :vember 04, 2013 SIGNED BY d/ \ for the Town of Queensbury. Director of Building&Code Enforcement Office Use Only Town of Queensbury Building & Codes Received: Tax Map ID: PRINCIPAL STRUCTURE APPLICATION Permit No.: A permit must be obtained before beginning construction Permit Fee: $ (,-pe 7 � i Please read: *TB resolution 86-2013(1-28-2013): $850 recreation fee for new dwelling *Rec Fee: $ % � units, including single-family dwellings,duplexes or two-family dwellings, multiple family Site Plan No.: dwellings, apartments, condominiums, townhouses, and/or manufactured and modular Subdivision No.: homes,but not including mobile homes. This is in addition to the permit fee. MI i S ZU13 Date 9Zo/3 Applicant /¢Psr,/�/D Tir2�PCJs f Tax Map ID Address 7 5-6W7c- 57/e e a,/vu Zoning Goy d7/��C/.4 L /4/7--g.44"/v' 5290 711 /9z08 A.c7. 4$a?/9 Phone/E-mail ( 977) Ag-S– -f e Property Owner /�P�/1/D �/%7&t l /S$ Contractor/Agent AlAverrier Address 2 Sort— - iE . 0,/U4g- Address SovT7� �Bo�;4/c2 © j !3a/Yo 4- @/Jrs v, ca Ii Phone/E-mail ( 7J Z _ Phone/E-mail (Pg) /O 7 Contact Person for Building&Code Compliance: !74-ieT7/NC /e/Cb- Day Phone: 3 —6/a7 Building Street Address: r972 fav r Q QU,F—..c/c$41,Py Subdivision Name: A/D<1.c Lot#: A//9- Historic Site: Yes X No Estimated cost of construction: $ ..6e n Type of Construction: Check all that apply Please indicate measurements as required below: = 0 0 1-4 1st Floor 2nd Floor Other Total Height F a a Single Family Two-Family Multi-Family(#of units ) Townhouse 1 Business Office n ti C S r Retail-Mercantile X ,} 511 -f lc,S 61'r11-6°(1 Factory-Industrial G r I Attached Garages(# ) Other Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 • If commercial or industrial indicate name of business ANC //ILL [.t. Proposed use of building or addition C IM-A(6ltea"C4/7td iferWW ,G7 UIYfTS Source of heat(circle one) as Oil Propane Solar Other Fireplace-complete a separate application for"Fuel Burning Appliances&Chimneys" _Yes ,No Are there structures not shown on plot plan? 47Q Are their easements on the property? /1/D • Site Information a. Dimensions or acreage of lot /-5-. 4c, b. Is this a corner lot? NQ c. Will the grade be changed as a result of construction; Yes kNo d. Public water or Private well pvot iC tA/,19-re 2 e. Sewer or Private Septic System C Value of all work to be performed(labor and materials) $ � ep a ‘ -7Jyf r" Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. I certify that the application, plans,and supporting materials are a true and complete statement/description of the work proposed,that all work will be performed in accordance with the NY State Building Codes, local building laws and ordinances,and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. Print Name: '/Signature: Date: FOR OFFICE USE ONLY: Operating Permit Issued: _Yes _No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 If commercial or industrial indicate name of business I�icl� ' /lam HA LC_ Proposed use of building or addition C#4-4/6-1/VS--- $Ply 4 & CAsf �v KgrirtigA ( ' UA'.rS Source of heat(circle one) as) Oil Propane Solar Other Fireplace-complete a separate application for`Fuel Burning Appliances&Chimneys" _YesNo Are there structures not shown on plot plan? /r/� Are their easements on the property? 4/0 Site Information a. Dimensions or acreage of lot b. Is this a corner lot? A/Q c. Will the grade be changed as a result of construction: _Yes d. Public water or Private well pl/ G' C• f f?g-moi .2 e. Sewer or Private Septic System S^ e Value of all work to be performed(labor and materials) $ � cOp a 'i s'�J/7m-reo Declaration: I acknowledge no construction activities shall be commenced prior to issuance of a valid permit and will be completed within a 12 month period. If work is not complete by the 1 year expiration date the permit may be renewed, subject to fees and department approval. I certify that the application,plans,and supporting materials are a true and complete statement/description of the work proposed,that all work will be performed in accordance with the NY State Building Codes,local building laws and ordinances,and in conformance with local zoning regulations. I acknowledge that prior to occupying the facilities proposed, I or my agents will obtain a certificate of occupancy. I also understand that I/we are required to provide an as-built survey by a licensed land surveyor of all newly constructed facilities prior to issuance of a certificate of occupancy. I have read and agree to the above. ,r tF Print Name: k'V'S''R 7K) \i-Signature: Date: /O/(872,013 FOR OFFICE USE ONLY: Operating Permit Issued: Yes _No Occupancy Type: Construction Classification: Assembly Occupancy Limit: Special Conditions: Town of Queensbury Building&Codes Principal Structure Packet 518-761-8256 Town of Queensbury Building & Code Enforcement CPq) Office No. (518) 761-8256 Septic Inspection Report Inspection request received: Name: S) CIO Inspected on: - \A-- Location: —Location: (2'c Rfl Arrive: '--> i) a.m./p.m. Permit No.: �U`�?� — Act 4- Inspector's Initials: d_M-0 Comments and/or diagram Soil Type: Sand/Loam 1 Clay Type of Water: Municipal 1 Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] // Absorption Field: Total length ft. Lengtlyof each frer. h ft. epth of Trenches ft. ize of Stone ti \\ 5 Seepage Pits: Number Size: x �� Stone Size: Piping Size Type Building to tank .560L C0 Tank to Distribution Box -��h A - Distribution Box to Field/Pit f !"` Opening Sealed: J Y N End CapC1� N � C ��G2y��t -`� Inlet/Outlet Pipes&Baffles Manholes 12"or less below grade Y N [provide extension collar if Yes] Y N Location I Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot PI Y Engineer Report and s-But Y ETU Maintenance Contract provided Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status. / _Appr ve artial Apr etl'and needs to be re-inspected, please call the Building &Codes Office Disapproved , r J� Septic Inspection Report v Inspection Form Town of Queensbury Fire Marshal 0 Periodic Inspection Date:;Ii? f I' Time: ID 742 Bay Road, Queensbury NY 12804 o Re-Inspection 1 518 761 8206/518 761 8205 O CO Inspection Permit#: c)- F e Marshals Representative _ MJ Palmer Business Name: f'nv'zso4 Lerfcc.c ;A nb INC Location: -7 O n t T GK Stillman Contact: Type of Inspection N/A Yes No EXITS: Exit Access FC 1014&FC1029 NOTES Exit Enclosure FC 1020&FC1029 Exit Discharge FC 1024&FC1029 Locks and latches FC1008& FC1029.2 Sign: Normal FC 1011 &FC1029 Sign: backup FC 1011.5.3&FC1029.7.5 AISLES: Main Aisle Width FC 1024/1025&FC1029.11l , ` Secondary Aisle Width FC 1025&FC1029.11 / ---1'..--- ..4 FIRE EXTINGUISHER: Hung FC 906 Inspection of extinguisher FC 906 EVAC Plan FC 404.2 C 61.\Pktr- TRUES IDSIGNAGE FC 505.3 s f EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 Clearance to Electrical FC 605.3 Electric Wiring Enclosed/Labeled FC 605.3.1 Combustibles in Equipment Rooms FC315.2.3 F.D.Signage- FC 510 No Smoking Signs FC 310.3 Storage FC 315.2 Compressed Gas FC 3003 Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 21 DAYS SYSTEMS: FC 901.6 Insp OK NC DATE: OK NC Date Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual DATE: OK NC HVAC Shutdown Sprinkler System Annual _ Sprinkler FDC Fire Marstlal Inspection Complete Kitchen Suppression Semi Annual CO may be i QNJ,Y with Fuel Island Suppression Semi Annual BUIf19 Codes approval I Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 g FEB 12 I Operating Permit, if required will be issued after j Completion of Inspection Fire Marshal . ___.,�„Towrt of Qt1eensttury j uesci4 Inspection Form , ,,, -4/ . Town of Queensbury Fire Marshal O Periodic Inspection Date: :f ir.Iii ime r 742 Bay Road,Queensbury NY 12804 __Re-Inspection 518 761 8206/518 761 8205 CO Inspection Permit#: I 3 -<-143 Fir,M rshals Representative r J Palmer Business Name: iha - 0 L. ec & i e a f--tL?�s • Location: 7/) 8i -(- GK Stillman g Contact: 12€441C2- �j mfr, / Type of Inspection N/A Yes , No / EXITS: Exit Access FC 1014&FC1029 NOTES Exit Enclosure FC 1020&FC1029 Lott sand ae FC 1024&FC1029 Locks and latches FC1008& FC1029.2 Sign:Normal FC 1011 &FC1029 Sign:backup FC 1011.5.3&FC1029.7.5 .•-•'•- AISLES: Main Aisle Width FC 1024/1025&FC1029.11 /,, Secondary Aisle Width FC 1025&FC1029.11 -/ _ FIRE EXTINGUISHER: Hung FC 906 ,/- Inspection of extinguisher FC 906 J P-,,,J,_ ,/,J 4 _ 1 1 EVAC Plan FC 404.2 / - _ . . , _ TRUSS ID SIGNAGE FC 505.3 EMERGENCY LIGHTING: Interior FC 1006.3&FC1029.8 Exterior FC 1006.3 Clearance to Electrical FC 605.3 - Electric Wiring Enclosed/Labeled FC 605.3.1 ,.,- --/: Combustibles in Equipment Rooms FC315.2.3 ` -/ F.D.Signage- FC 510 ./ No Smoking Signs FC 310.3 ,/ Storage FC 315.2 Compressed Gas FC 3003 ✓ Vehicle Impact Protection FC 312.1 Interior Finishes FC 803-804 ,----"d/ Smoke Detectors FC 907 CO detectors FC 610 Clearance to Sprinkler/Ceiling FC 315.2.1 18" / 24" EVAC SIGNS IN Rooms FC 404.6(R1 &R2) Fuel Pump Warning Signs FC2205.6 Fuel Station Emer Procedures FC2204.3.5 Exterior Storage FC 315.3 - REINSPECTION DUE APPROXIMATELY Vacant Buildings FC 311 Emergency Disconnect FC 2203.2 21 DAYS SYSTEMS: FC 901.6 lnsp OK NC DATE: OK NC Date if Generator Annual DATE: OK NC Hood Installation Elevator Semi Annual FIRE ALARM Annual / DATE: OK ?VC HVAC Shutdown l Sprinkler System Annual Sprinkler FDC Kitchen Suppression Semi Annual Fuel Island Suppression Semi Annual Hood Cleaning 3-6-Annual Knox Box:installed/checked FC506 / Operating Permit, if required vv be issued after Completion of Inspection / //a er) �' u �s UQa 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: 7fr' NAME: Tx \ l J ( U N as rh 6,,.. S PERMIT #: / q� LOCATION: R-{- 9 DATE: / •3 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 inch Platform / Decks Interior/ Exterior Balusters 4 inch Spacing Platform / Decks Stair Handrail 34 inch —38 inch/ Step Risers 7"/Treads 11" Vestibules For Exit doors > 3000 sq. ft. All Doors 36 inch w/Lever Handles/ Panic Hardware, if required +/ Exits At Grade Or Platform 36"(w) x 44"(I)/ Canopy or Equiv. Gas Valve Shut-off Exposed &Regulator (18")Above Grade Floor Bathroom Watertight/ Other Floors Okay Relief Valve, Heat Trap / Water Temperature 110 Degrees Maximum Boiler/ Furnace Enclosure 1 hour 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 1/2 doors > 10% > 1000 sq. ft. 3/4 Hour Corridor Doors &Closers Firewalls/ Fire Separation, 2 Hour, 3 Hour Complete/ Fire Dampers / Fire Doors Ceiling Fire Stopping, 3,000 sq. 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 Signage/ Shaft Sealed Handicapped Bathroom Grab Bars/ Sinks/Toilets/ Mirrors Handicapped Bath/ Parking Lot Signage ✓ Public Toilet Room Handicapped Accessible Handicapped Service Counters, 34 inch, Checkout 36 inch Handicapped Ramp/ Handrails Continuous/12 inch Beyond [Both sides] Active Listening System and Signage Assembly Space Final Electrical/ Flex Gas Piping Bonded 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 4" Water Fountain or Cooler Building Access All Sides by 20'/ Drivable Surface 20'wide Special Inspections/ Engineer or Architect Approval Okay To Issue Temporary or Permanent C/O Okay To Issue C/C Commercial Final Inspection Report_revised 11-27-2012 q--11 Rough Plumbing I Insulation Inspection Report C1('-19 V-30\11co Office No. (518) 761-8256 Date Ins•ection r K�ue ce' _• Queensbury Building & Code Enforcement Arrive: - 11 a $ -0 :rt: 1L5 Orr- 742 Bay Road, Queensbury, NY 12804 Inspector's Initia s: NAME: m Z p Az 1))64,11..er PERMIT #: f 3— L LOCATION: SG 4 '. y'+ -INSPECT ON: - '-- TYPE OF STRUCTURE: _� __,n __G77 r-c\---) A1674j1/ j Y NIA q3D div/ '\/ Rough Plumbing/Nail Plates Plumbing Vent/Vents in Place f 1 % inch minimum Drain Size Washing Machine Drain 2 inch minimum f Cleanout every 100 feet I change of direction Pressure Test Drain /Vent Air/Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping Air/Head 50 P.S.I for 15 minutes Insulation /Residential Check/Commercial Check Tyvek or Similar Exterior Sealant Proper Vent, Attic Vent Door/Window Sealed (No Insulation) Duct I Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape 1 COMMENTS: R - � �'�1 \�� "C �-� � 4;CC M-- Rough Plumbing Insulation Reportrevised Nov 17 2003, revised February 15,2005, revised January 7,2008 Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: G- am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: ' //I, NAME: (.\( CtAtZ Acita'F-e. PERMIT#: / W.3 LOCATION: ) E' -J t f' INSPECT ON: j l—J3 I-3 TYPE OF STRUCTURE: 0_4r-c c1- Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum Jack Studs / Headers Truss Specification Provided 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches / Holes / Bearing Walls Metal Strapping for Notches Top Plate 11/2 (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 ans water shield 24 inches from wall J Fire separation 1, 2, 3 hour `� Lite: / ` � e` i„A Fire wall 2, 3, 4 hour ct,;,' 14' cum Firestopping Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side ' inch or 5/8 inch Type X 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 Design Professional Sign-off, If required Framing Firestopping Inspection_Revised_02 05 13 ��=d (--3 Rough Plumbing / Insulation Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: /16,-/ am/pm Depart: am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: 4-- NAME: \Q tAaNA (D1PERMIT #: / 3 ` /93 LOCATION: 8 R-1-9 INSPECT ON: / TYPE OF STRUCTURE: Y N N/A �� // Rough Plumbing/Nail Plates ,,V/ NJ'/ Plumbing Vent/Vents in Place .5 1 % inch minimum Drain Size , Washing Machine Drain 2 inch minimum ✓ _ � ,�/1 /140,4 Cleanout every100 feet/change of direction �✓ /�,r $ -fr Pressure Test Drain /Vent ✓ R// Air/ Head 5 P.S.I. or 10 ft. above highest connection for 15 minutes Pressure Test Water Supply Piping LI i' G,111,A Air/ Head 50 P.S.I for 15 minutes Insulation I Residential Check I Commercial Check - Tyvek or Similar Exterior Sealant .iQr /'ad,;5 Proper Vent, Attic Vent ( Door/Window Sealed (No Insulation) Duct/ Hot Water Piping Insulation If required unheated spaces Combustion Air Supply for Furnace Duct work sealed properly/ No duct tape COMMENTS: Rough Plumbing Insulation Report.revised Nov 17 2003, revised February 15,2005, revised January 7, 2008 r► dc►� Framing / Firestopping Inspection Report Office No. (518) 761-8256 Date Inspection request received: Queensbury Building & Code Enforcement Arrive: /1-'•Y1 am/pm 742 Bay Road, Queensbury, NY 12804 Inspector's Initials: %Z NAME: R\0(.),0.--. 1_ L Qr PERMIT#: 13-. IgA LOCATION: UU 'b NO 9 INSPECT ON: TYPE OF STRUCTURE: Y N N/A COMMENTS: Framing Attic Access 22" x 20" minimum n,� 3,1 -6/a Jack Studs / Headers f r 1� � Truss Specification Provided 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 Exterior Deck Bracing Headroom 6 ft. 8 in. Notches / Holes/Bearing Walls Metal Strapping for Notches Top Plate 11/2 (w) 16 gauge (8) 16D nails each side Draft stopping 1,000 sq. ft. floor trusses � Anchor Bolts 6 ft. or less on center _ /t�Fed9 "`� /L/ 4-16 I Ice ans water shield 24 inches from wall Fire separation 1, 2, 3 hour Fire wall 2, 3, 4 hour / � c�-�` 'fhI�4 Firestopping V C07 k_I 44,.,,�ii Penetration sealed 16 inch insulation in cavity min. Garage Fire Separation House side 1/2 inch or 5/8 inch Type X Garage side 5/8 inch Type X Ceiling/wall Windows Habitable Space /Bedrooms 24 in. (H) 20 in. 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My ,o .. f i 11-- tpilaitle: • ''WI i I S I • z. •,,, '1 IJ to ?b t. 41 .. •c.1 4 . , 'g ? 1 e\- 091..0 67-0E9-6-g ,4D0/774fint-t._ ps-e4 .6-190zrei,o/e/v -7-0 4-ppeoxiiifisef-- 1-6C-#1--- 7.e94/ /9-Pici- ,e ,57--e.e.5eko iv fi,/i_evei Atly c,77,1e,e3-, .e' Am 7— ffy eivees 1:-0 ,), ,k-- , 0 Lo '4--e-sC \,9,Ykt.(001'" 'Cti\ 10QC-IC- 6; 3 e a-cfC CS ic m.5-0. • bc.A\Ni. ,..= 0,- Wt-‘-'s • • i10.. 0 41 13 co o - 1/8" UL LISTED SEATANT BOTH SIDES GWB PARTITION _ ,. t Q ii 5/8"TYPE X BOARD,WITH GxC k1G6or ,IL)c;4.5 16 FASTENERS AT 3"o.c. NOTE: THIS CONDITION IS TYPICAL FOR 5/8"TYPE X GWB AT 1 HOUR = UL HW-D-0060 FOR 1"JOINT SHOWN. LOCATIONS. n 1 HR HEAD OF WALL CONDITION PRODUCT DATA SHEET Professional Grade '. GRABBERGARD EFS Description Features: Red Color GRABBERGARD EFS is a sprayable elastomeric Non-toxic latex-based firestop mastic coating. This high Safe and easy to use solids compound is designed to stop the passage Easy clean up (Water Only) of fires, smoke and fumes through fire rated Low volatile organic content(VOC) assemblies. GRABBERGARD EFS spray or No asbestos or PCB brush-applied coating has been formulated to Water resistance (when fully cured) adhere to all common construction materials. It Mildew resistant (when fully cured) has been tested in rated assemblies to provide Paintable (with latex based paints) firestopping protection from 1 to 4 hours. After it Easy and safe to apply has fully cured, GRABBERGARD EFS Adheres to dry or damp surfaces elastomeric coating remains flexible to Adheres to common construction accommodate normal building movement, substrate materials: Applications • Concrete GRABBERGARD EFS spray material provides an ▪ Concrete block effective firestop for joints and gaps at the • Steel deck intersection of similar or dissimilar rated • Wood assemblies. (i.e. top of wall; floor to floor; floor to • Gypsum wallboard wall; wall to wall; floor/ceiling steel deck; Up to 33% joint movement assembly to gypsum wallboard and concrete compression/extension walls). GRABBERGARD EFS is also used on Remains flexible after fully cured pipes, cables, conduit and cable tray installations Advantages through floors and walls. It has an installation advantage over caulk material when the service Endothermic — When exposed to high penetrations are in larger openings. For these temperatures or fire, GRABBERGARD EFS absorbs the heat and provides a fire barrier. applications GRABBERGARD EFS can be applied using a brush or conventional airless System Design spray equipment. To make certain installation is Whether for small or large joints, correct, consult manufacturer's current listings, as GRABBERGARD EFS spray is designed to be well as, Third Party published Fire Resistance part of a multiple component system used with Directories and/or their websites. mineral wool and other damming materials. All GRABBERGARD EFS common uses and these materials used in conjunction with one features are listed below: another maximize the firestopping Used on: Single and multiple penetrations characteristics. Metallic pipes Versatility • Copper, steel, cast iron When applied properly, GRABBERGARD EFS • Conduits will adhere to most common building materials. Electrical cables and wires GRABBERGARD EFS bonds with dry or damp • Jacket & non-jacketed concrete as well as drywall, metals and wood. Cable trays After GRABBERGARD EFS has fully cured it Construction joints/gaps provides a strong bond, will not readily pull • Top-of-Wall away and accommodates compressive and • Horizontal and vertical joints extension movement up to 33 per cent. • Curtain wall safing joints GRABBERGARD EFS can be painted with a • Perimeter floor joints latex paint after it has completely cured. • Control joints Flexibility • Floor to floor joints When installed GRABBERGARD EFS caulk, • Wall to wall joints when used in joints, accommodates up to 33 Voids percent joint movement compression/extension. It remains flexible and fully resistant to water after curing. Disclaimer:All technical advice.recommendations and services rendered by the seller gratis. They are based on technical data,which the seller believes to be reliable,and 4.i-41264:0 are intended for use by persons having the skills and know how,at their own discretion . and risk. In no event will the seller be liable for any consequential damages arising out c tis c ��)tt6 Page 1 of 4 January 2009 ,:i767104. Eisor.- f. ' ,` �' PRODUCT DATA SHEET • P °" d °dO GRABBERGARD EFS Limitations GRABBERGARD EFS has been tested for Consult the Installation Instructions, Storage and chemical compatibility with all types of metal and Handling and Transportation Sections. plastic pipes and plastic or nylon coated wires Exposure to rain, running or standing water; that are listed in the system designs. before, the sealant is cured may cause the installed material(s) to wash out. The curing Installation Instructions process occurs naturally through the evaporation GRABBERGARD EFS must be installed in of its water content into the atmosphere. Slower compliance with a listed system design published cure times may be experienced if the sealant is by a third party testing agency (UL, ITS). Refer installed at low temperatures, damp and/or in to their respective published Fire Resistance high humidity environments. Any materials used Directory or their web site, in the firestop system for damming, insulation or Prep-work support that may not allow for the free passage of To install properly, remove excessive dust, air could result in longer curing times. The dirt, rust, debris, grease, oil and standing environment in which the compound is being water. Atmospheric temperatures should be used should be considered when estimating cure considered, If the product is colder than the times. This product is not designed to be a recommended temperatures, warming before waterproof seal and should not be installed attempting to spray should be considered. In where there will be constant wet conditions or cold temperatures the building should be immersed in water continuously, sealed or heat protected. The spray Compliance/Approvals equipment should be clean of material from previous applications. GRABBERGARD EFS GRABBERGARD EFS has been installed in many system designs and Third Party tested to can also be applied with a brush. meet or exceed the requirements of ASTM E 814, Application ASTM E 119, ASTM E 1399,UL 1479, UL 2079, Insulation and backing materials should be ULC S 115-M95, ULC S 101, ASTM E 84. installed in accordance with a published Construction joints recently tested in system design (i.e. type, density, compression conformance with "Perimeter Fire Containment and orientation). When spraying Systems" (assimilation of NFPA 285, ANS/UL GRABBERGARD EFS use airless spray 2079). Underwriters Laboratories (UL) and equipment that has min 3000psi capabilities Intertek Testing Service (ITS) NA Ltd (Wamock and reversible spray tips. (Consult the Hersey) are third party fire endurance-testing manufacturer for more information on agency accredited by ICBO, BOCA and SBCCI equipment setup, hose, spray guns, tips, etc.) (NES) in the United States. To achieve a dry thickness of 60-mil (1/16 in.) Additional Testing GRABBERGARD EFS should be applied at GRABBERGARD EFS spray material becomes 80-mil (1/12 in.). All research testing was an integral component in a complete building performed using a Spray Tech EP2510 airless system of walls, floors and ceilings. Its physical sprayer with: 50 feet of 3/8 in. hose, Greco and chemical compatibility with other materials Flex Plus spray gun, tip sizes from 0.019 to requires 0.031, fan with from 4 in. to 12 in. Do not used in these complex configurations more than just the necessary firestop tests. The apply GRABBERGARD EFS to mineral wool results of additional and extensive tests are listed that is or was wet from exposure to water, in Table 1. GRABBERGARD EFS —Physical and standing water, rain or snow. Chemical Properties. Caution: Mineral wool may cause eye, skin or respiratory tract irritation. Avoid contact GRABBERGARD EFS spray has been tested with eyes, skin of clothing. Recommend using and meets the classifications for less than 25 gloves and goggles. Refer to mineral wool flame spread index and less than 50 smoke manufacturer's Material Safety Data Sheets. development index (NFPA Class "A", Building Code Class "1"). Installation Temperature For best results, installation temperatures should be between 43°-90°F(6°-32°C). Disclaimer:All technical advice,recommendations and services rendered by the seller gratis. They are based on technical data.which the seller believes to be reliable,and �y13Sif/. .-t. are intended for use by persons having the skills and know how,at their own discretion and risk. In no event will the seller be liable for any consequential damages arising outC11;20 us (We:a) of the use of This product. cu6 Page 2 of 4 "4,--� January 2009 =s • PRODUCT DATA SHEET PraicssoncdGr°d° GRABBERGARD EFS Maintenance GRABBERGARD'S estimating charts for No special maintenance is required after the coverage. GRABBERGARD EFS sealant is installed and fully cured. If, after installation, the Warranty GRABBERGARD EFS sealant is damaged or John Wagner & Associates dba Grabber cut, repairs should be made with the same Construction Products will not accept liability for sealant. GRABBERGARD EFS will form a full more than product refund. Any claim regarding chemical bond and adhere to itself. product defect must be received in writing within 1 year from date of shipment. Grabber makes no Manufacturer's Recommendations other Warranty or Guarantee express or implied, The manufacturer recommends this product including warranties of fitness for a particular be installed by those trained in proper purpose or merchantability. The seller shall installation procedures (Approved Installer assume no other liability for incidental or Card) and be able to read and understand a consequential damages arising out of the sale or firestop system design listing (i.e. UL or WI-li use of this product. Listed System Design). Technical Services Storage and Handling For technical information and assistance Keep product stored in a protected covered area regarding application information, code in its original unopened containers. Manufacturer requirements and performance specifications: recommends storage temperatures to between Toll Free 1-866-237-GRAB(4722) 40°-90°F(4°-32°C). Web Site www.grabberman.com DO NOT ALLOW TO FREEZE Product may become damaged and unusable if exposed to extreme freezing conditions. Do not dilute with water. No mixing or stirring of the product is required. Product has a shelf life of one(1) year. Stock rotation program is recommended. Transportation Product should be transported in a protection- equipped carrier when very low or high atmospheric temperatures will be experienced. Recommended transportation temperatures should be between 40°-90°F(4°-32°C). DO NOT ALLOW TO FREEZE First Aid In case of contact with eyes, flush with water and consult a physician. Skin contact, clean up thoroughly with water or soapy water. Consult a physician if eye or skin irritation develops or is persistent. SEE MSDS FOR ADDITIONAL INFORMATION. Availability GRABBERGARD EFS spray is supplied in: • 5 gallon (18.9L) tapered plastic pails Coverage Estimated product usage will vary depending on opening size and configuration. Check Disclaimer:All technical advice,recommendations and services rendered by the seller gratis. They are based on technical data,which the seller believes to be reliable,and CY¢gtjf/4:0 •�+. are intended for use by persons having the skills and know how,at their own discretion _�: and risk. In no event will the seller be liable for any consequential damages arising out C us C ♦a— u Page 3 of 4 of the use of this product. January 2009 • GRABBER``°. ' t r f T . PRODUCT DATA SHEET Professional Grade GRABBERGARD EFS Table 1 —Physical and Chemical Properties As Supplied Type of Polymer Waterborne Resin Odor Mild Latex Solids Content (Wt%) 68±5% Application Temperatures 43°-90°F(6°-32°C) " _ '"' •• Viscosity (ASTM D-2196) 50000-60000cps7 ' w t� Color-(ASTM C-834) Red 4wY a Specific Gravity-(ASTM D-1475) 1.15-1.35 ".I - .t`f Dry Time -(ASTM D-1640) '1?-1.-.w-..,;;...:,,,i.-7:;...4..j.- , 4 Dry to touch @ 6mils 20 30 mins .. s-- :502' Full Cure Time 7-14 days l;,> A (depends on thickness & environment) pH -(ASTM E-70) 8-9 Typical Head of Wall Joint As Cured In Service Temperature up to 120°F(49°C) Volume Shrinkage - (ASTM C-1241) Passed Freeze/Thaw-(ASTM D-2243) Excellent Tensile Properties-(ASTM 0-2370) Tensile Strength 28 psi Maximum Elongation 1000% . Sag Resistance -(ASTM D-4410) Passed Surface Burning Characteristics-(ASTM E-84) ,.B $ ` fa Flame Spread Index <25 ;. Smoke Developed Index <50 f. • Joint Movement-(ASTM E-1399) Passed { f " h i t.{ F z . (compression/extension) Sprayability t y P. Fan Pattern Excellent Y Volume Output Excellent Typical Floor to Wall Joint • Disclaimer:All technical advice,recommendations and services rendered by the seller �`pSfilfjf� gratis. They are based on technical data,which the seller believes to be reliable,aid are intended for use by persons having the skills and know how,at their own discretion S(/�) and risk. In no event will the seller be liable for any consequential damages arising out (i Ug c1,� Oa of the use of this product. '+. Page 4 of4 January 2009 U�,SS 1 F��o ca System No. HW-D-0106 c us Assembly Ratings— 1 and 2 Hr(See items 2 and 3) Classified by Nominal Joint Width--2 in. I 0 Underwriters Inc. and CAN/ULC S115 L Rating At Ambient—Less Than 1 CFM/Lin Ft L Rating At 400°F—Less Than 1 CFMILin Ft Class II Movement Capabilities—20% Compression or Extension 4 • • °. Q . . q ° a 4 ° • 4 • ° • • a' �I ii!!ii' m m m 1. Floor Assembly—Min 4-1/2 in.(114 mm)thick steel-reinforced lightweight or normal weight(100-150 pcf or 1600-2400 kg/m3)structural concrete. Floor may also be constructed of any 6 in.(152 mm)thick UL Classified hollow-core Precast Concrete Units*. See Precast Concrete Units category in the Fire Resistance Directory for names of manufactures. 2.Wall Assembly—The 1 or 2 hr fire-rated gypsum board/stud wall assembly shall be constructed of the materials and in the manner specified in the individual U400 or V400 Series Wall and Partition Design in the UL Fire Resistance Directory and shall include the following construction features: A.Steel Floor and Ceiling Runners—Floor and ceiling runners of wall assembly shall consist of min No.25 gauge galv steel channels sized to accommodate steel studs(Item 2B).Flange height of ceiling runner shall be min 1/4 in.(6 mm)greater than max extended joint width.Ceiling runner secured to concrete floor slab with steel masonry anchors or steel fasteners spaced 24 in.(610 mm)OC. Al.Light Gauge Framing'-Slotted Ceiling Runner—(For use in applications where the nominal joint width does not exceed 1-1/2 in.or 38 mm)- As an altemate to the ceiling runner in Item 2A,slotted ceiling runner to consist of galv steel channel with slotted flanges sized to accommodate steel studs(Item 2B).Slotted ceiling runner secured to concrete floor slab with steel masonry anchors or steel fasteners spaced max 24 in.(610 mm)OC. BRADY CONSTRUCTION INNOVATIONS INC, DBA SLIPTRACK SYSTEMS—SLP-TRK CALIFORNIA EXPANDED METAL PRODUCTS CO—CST CLARKDIETRICH BUILDING SYSTEMS—Type SLT,SLT-H MARINO/WARE,DIV OF WARE INDUSTRIES INC—Type SLT METAL-LITE INC—The System SCAFCO STEEL STUD MANUFACTURING CO TELLING INDUSTRIES L L C—True-Action Deflection Track Page: 1 of 2 ca SS rF'FQ System No. HW-D-0106 0 c us Assembly Ratings—1 and 2 Hr(See items 2 and 3) Classified by Nominal Joint Width—2 in. _ Underwriters Laboratories,Inc. to UL 2079 and CAN/ULC-S115 L Rating At Ambient-- Less Than 1 CFM/Lin Ft L Rating At 400°F—Less Than 1 CFM/Lin Ft Class II Movement Capabilities—20% Compression or Extension A2.Light Gauge Framing'-Vertical Deflection Ceiling Runner—(For use in applications where the nominal joint width does not exceed 1 in.or 25 mm)-As an alternate to the ceiling runners in Items 2A and 2A1,vertical deflection ceiling runner to consist of galv steel channel with slotted vertical deflection clips mechanically fastened within runner.Slotted clips provided with step bushings for permanent fastening of steel studs. Flanges sized to accommodate steel studs(Item 2B).Vertical deflection ceiling runner masonry anchors or steel fasteners with steel masonry anchors spaced max 24 in.(610 mm)OC. THE STEEL NETWORK INC—VertiTrack VTD250,VTD362,VTD400,VTD600 and VTD800 A3.Light Gauge Framing'-Notched Ceiling Runner—As an alternate to the ceiling runners in Items 2A through 2A3,notched ceiling runners to consist of C-shaped galv steel channel with notched return flanges sized to accommodate steel studs(Item 2B).Notched ceiling runner secured to concrete floor slab with steel masonry anchors or steel fasteners spaced max 24 in.(610 mm)OC. OLMAR SUPPLY INC—Type SCR B.Studs—Steel studs to be min 2-1/2 in.(64 mm)wide.Studs cut 1/2 to 3/4 in.(13 to 19 mm)less in length than assembly height with bottom nesting in and resting on floor runner and with top nesting in ceiling runner without attachment.When slotted ceiling runner(Item 2A1)is used, steel studs secured to slotted ceiling runner with No.8 by 1/2 in.(13 mm)long wafer head steel screws at midheight of slot on each side of wall. . When vertical deflection ceiling runner(Item 2A2)is used,steel studs secured to slotted vertical deflection clips,through the bushings,with steel screws at midheight of each slot.Stud spacing not to exceed 24 in.(610 mm)OC. C.Gypsum Board*—Gypsum board installed to a min total thickness of 5/8 or 1-1/4 in.(16 or 32 mm)on each side of wall,for 1 or 2 hr fire resistance rated walls,respectively.Wall to be constructed as specified in the individual U400 or V400 Series Design in the UL Fire Resistance Directory,except that a nominal 2 in.(51 mm)gap shall be maintained between the top of the gypsum board and the bottom of concrete floor. The screws attaching the gypsum board to the studs at the top of the first layer shall be located 4 in.(102 mm)from the floor assembly.The screws attaching the second layer to the steel studs shall be located 3-1/2 in.(89 mm)from the floor assembly.The hourly fire rating of the joint system is dependent on the hourly rating of the wall. 3.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 20 percent compression or extension from its installed width.The joint system shall consist of the following: A. Forming Material'—Nom 5/8 or 1-1/4 in.(16 or 32 mm)thick strips of min 4 pcf(64 kg/m3)mineral wool batt insulation,for 1 and 2 Hr rated assemblies,respectively,cut to width,compressed 33 percent in width and firmly packed into gap between top of the gypsum board and bottom of the floor assembly,flush with both surfaces of the wall.Adjoining lengths of batt to be tightly butted with butted seams spaced min 48 in.(1.2 m)apart along the length of the joint. FIBREX INSULATIONS INC—FBX Safing Insulation ROCK WOOL MANUFACTURING CO—Delta Board ROXUL INC—SAFE THERMAFIBER INC—Type SAF Al.Forming Material'-Strips—(Optional)-Nom 5/8 in.(16 mm)and 1-1/4 in.(32 mm)wide precut mineral wool strips for 1 and 2 hr rated assemblies,respectively.The strips are cut to thickness,compressed 50 percent in thickness and firmly packed into the gap between the top of the gypsum board and bottom of the floor assembly,flush with both surfaces of the wall.Adjoining lengths of strips to be tightly butted with butted seams spaced min 48 in.(1.2 m)apart along the length of the joint. HILTI CONSTRUCTION CHEMICALS, DIV OF HILTI INC—CP 767 Speed Strips B. Fill,Void or Cavity Material'—Min 1/16 in.(1.6 mm)dry thickness(min 1/8 in.or 3.2 mm wet thickness)of fill material sprayed or troweled on each side of the wall to completely cover mineral wool forming material and to overlap min 1/2 in.(13 mm)onto the gypsum board and concrete floor assembly. HILTI CONSTRUCTION CHEMICALS,DIV OF HILTI INC—CP672 Firestop Spray or CFS-SP WB Firestop Joint Spray `Bearing the UL Classification Mark Page: 2 of 2 S