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81 WASHINGTON ST - BUILDING INSPECTION 0"0 C�ec � 3 K & o � r -PL�NS*WST-BE-M-E� APPROVED BY T44E \` jhSPFLJDB PR1DR TP:A PERMIT B,EWG GRANTED CITY OF SALEM No. Q ��� Date 12/17/08 Is Property Located In Location of the Historic District? Yes X No Building 81 Washington Street Is Property Located in the Conservation Area? Yes_No X BUILDING PERMIT APPLICATION FOR: Permit to: (Circle whichever apply) Roof, Reroof, Install Siding, Construct Deck, Shed, Pool, Repair/Replace, Other:Exhaust Shaft PLEASE FILL OUT LEGIBLY& COMPLETELY TO AVOID DELAYS IN PROCESSING TO THE INSPECTOR OF BUILDINGS: The undersigned hereby applies for a permit to build according to the following specifications: Owner's Name gl W h •�g c« . Real F.crara T.T.C. Address & Phone 7 Rantoul St. , Beverly, MA 978) 922-0800 Architect's Name Structures North Consulting Engineers, Inc. Address & Phone 60 Washington Street, Salem, MA ( 978) 745-6817 Mechanics Name Address & Phone ( ) What Is the purpose of building? Material of building? It a dwelling, for how many families? N/A Will building conform to law? Asbestos? Estimated cost $3000.00 City License 0 N A state License Nd C�k.610117 Improvement 3 g Lic. r1 Aj o Signature of"Applicant SIGNED UNDER THE PENALTY OF PERJURY DESCRIPTION OF WORK TO BE DONE See attached drawing from Structures North dated 12/3/08 MAIL PERMIT TO: .L. No. APPLICATION FOR PERMIT TO ont f LOCATION;, PERMIT GRANTED zed � , F w APPR&ED r INSPECTOR OF BUILDINGS' i 2 Hour Rated Kitchen Exhaust Shaft Installation 81 Washington Street, Salem, MA prepared by: Structures North Consulting Engineers, Inc. P.O. Box 8560 Salem, MA 01971-8560 (978) 745-6817 for: Mr. Steve Goldberg Goldberg Properties Harbor Place 7 Rantoul Street, Suite 100B Beverly,MA 01915-4822 (978) 922-0800 Construction Documents Index: Structural Sketches SKS-1 to SKS-5 Outline Specifications 5 pages Shaftwall Constr Specfication 5 pages Albi-Clad TF Fireproofing 3 pages' 3 December 2008 If Edward H. MX T ;P.E. I MA Reg. No. 33718 JDB ,STPU (TUPIS HOW _.-�1 WA0 Pet%�_� +- , Nl.k - SHEET NO: OF i CONSULTING ENGINEERS, INC. CALCULATEDBv - -- oarE P.O. BOX 8550. SALEM, MA 0197' PH 978 . 745.6817 FAX 9�8 7.5.6067 CHECKED BY DATE W W W S T R U C T U R E S - N O R T H C O M �VY✓ SCALE 77, �.,� EaRG1YJ Mh4� � jLEw� � _ a 'V5r �� 1"TNe T 34mT sIF� 0 1/d Nep �PG/ti'b1i D PRODUCT 207 .STPU URS HON z SHEET NO. �,y,�� OF ' CONSULTING ENGINEERS, INC. CALCULATED cca+ `1 DATE P.O. BOX 8550, SALEM, MA 01971 PH 998 745.6817 FAX 978 . 745.6067 CHECKED BY DATE WWW . STRUCTURES - NORTH . COM - ��� SCALE �,�h`f 41bcPrwha.� , epovu'V 1ov6T �i q+rth16.1 TV, Uw+2f /4�� h�alzWl4t s of Le IAT2• tAL tL," r-Gg� SPEC 000zu 4 7 x� 11 1! X � . Z` 6 v .- . v 2�L Fotrtii ?.g O-uT%0.4 -wl C47 . 1N U,nT. Ke oxlip m _ _ dw IL t eps� 1� 1 '�l evy G'N N D PRODUCTW7 JOB - $� : VJLt'datal.aLl ­'ST�. ....._ .STPU URS 1 RN SHEET NO. ��• � � � OF CONSULTING ENGINEERS, INC. CALCULATED BY DATE 106 P.O. BOX 8560, SALEM, MA 01971 PH 978 745.6817 FAX 9]8 745.6067 CHECKED BY DATE w W W STRUCTURES - NORTH C O M SCALE 1 v I i 2 1 1 - .it r , ���'v_ tAJb� 1P► �/ L'�P(bLq+ I - ! /F 'j pgeL�g0.RyRy � IoNNI H ��p�(q/ STPUMPIS hO H JOB SHEET NO OF CONSULTING ENGINEERS, INC. CALCULATED By C-AkM DATE 12 o$ P.O. BOX 8560. SALE M. MA 01971 - PH 978 . 746.6817 FAX 978 . 745.6067 CHECKED BY DATE W W W STRUCTURES - NORTH . C O M SCALE r C31 3�'•I �i �r�T I, -_, -� C-- 4 of d»T — I' 3rd �s.vorys - PLA>� T567,A L� 5tertRf i- 4cow L-YL� - - - t I tl aI I L� ELt✓VAi1a D PRODUCT 207 JOB(TURS HOW SHEET NO. OF q CONSULTING ENGINEERS, INC. CALCULATED By DATE P.O. BOX 6560, SALEM. MA 01971 PH 978 745.6817 FAX 978 . 745.6067 CHECKED BY DATE W W W STRUCTURES - NORTH C O M SCALE , up v n /f Atit (2) 4A`fl�+as ��zl�. flpEoo(6t 'C LI C-r % a " 0 PRODUCTN7 JOB SHEET NO a�l� � OF CONSULTING ENGINEERS, INC. CALCULATEDBv P.O. BOX 8550, SA LE M, MA 01971 PH 978 . 745.-681-7 - FAX 978 . 745.6067 CHECKED BY DATE W W W STRUCTURES - NORTH C O M - SCALE i ��-� (�' �k�KrT �is E,rcr►� f/ F rr` 1 4 I i ..m - c� $o Tr o PAS E L 0 PRODUCT 207 4 REFERENCES rain. DeWolf,John T.,and Ricker,David T., 1990, Column Base Plates,AISC Design Guide ) , I,American Institute of Steel Construction,Chicago,IL. (,n Ps ty f � r x. ctive plate width,in. *.G ,a �4. ance from the anchor rod to the HSS corner,in. ln l Pat width of the weld,in. t: ze x 0.707 e plate thickness,in. ^' cified yield strength for the base plate,ksi ainal weld stress,ksi F,X),ksi(1.5 factor is for 90'loading) l ; de classification number ksi us q T T oration concerning finishing requirements,holes for anchor rods,grout methods can be found in the AISC LRFD Manual Part 11. ry` I I CJP or pip 'ES i HSS can be either welded or bolted.For welded splices the connection i S can be either full penetration or partial penetration.Welding details for _provided in Chapter 2.The section can be held in position by temporarily k ons together.Atypical temporary bolting pattern is shown in Figure 7-4 NOTE,If the erection plates are to be removed Ir the contract documents mustso indicate. Figure 7-4. Shop installed locatcrs (Optinal) 41 ` V to a+ 7 b 2 i e r' :Fig.7-3. HS$with corner anchor rods. Fig. 7-5. HSS splice connections. '� �AhBRICAN INSTTfUTE OF SIEPLCaesneornan ,�`, A}a[:IucAe INSTIT0T80F$'12p,CONSrROCnoN r 81 Washington Street Structures North Salem, MA 3 December 2008 Outline Specifications for Kitchen Exhaust Shaft General Scope of Work 0.0 The intent of this work is to provide a new continuous uninterrupted 2 hour fire rated kitchen exhaust shaft from the underside of the second floor through the roof. The rated shaft is to be supported permanently at the underside of the second floor by non-combustible steel framing fireproofed with Albi-Clad TF intumescent film fireproofing. The new steel framing is to extend to the basement, and be supported on new concrete footing. 0.1 The uninterrupted shaft is to be constructed in accordance with the manufacturer's specification and installation guide for USG Shaft Wall systems. The system designation is 2 Yz' 25 gage CH and JR metal framing at 24" on center, with V Gypsum liner panels, and (2) layers of Yi' firecode C gypsum panels. Both layers of gypsum, inside and out, must be made continuous by the existing wood floor and secured above and below to the metal framing. The metal framing is to be braced to the existing brick side walls using JR tracks tap- con screwed to the brick, and top and bottom JR tracks tied back to the brick where the panels terminate top and bottom. 0.2 The kitchen exhaust shaft is designed to function with a fully welded exhaust flue made continuous from the second floor to the roof, and fully inspected by the Salem Building Department, and in compliance with all applicable.Codes. 0.3 The shaftwall UL fire rating is based on UL Design U416 System B or U438. The Salem Fire Department may have specific requirements that exceed those of the rated system. The contractor is to contact the Salem Fire Department for review of the installation of this shaft and for inspection requirements during construction. 0.4 The weight of the shaft is to be fully borne by steel framing at the underside of the second floor. The space between the shaft and wood framing at any given floor, attic, or roof shall be filled with fire sating or fire sealant, 0.5 The contractor must visit the site and shall review existing conditions and their affect on the work. 0.6 The contractor shall be solely responsible for all means and methods of construction employed on this project including all temporary bracing, support and protection of the existing structure as required to maintain safe and stable conditions. Any sequences of work or methods indicated or implied in the documents are presented only as assumptions on which the design of the permanent installations are based and are to be considered as a suggested ----- option for review by the contractor. Contractor-shall be solely-responsible for - - - maintaining the safety and stability of the structure as well as any occupied spaces in proximity to the shaft construction work area. 81 Washington Street Structures North Salem, MA 3 December 2008 Page 2 of 4 0.7 Contractor shall field verify all existing conditions and dimensions and shall coordinate all dimensions. Notify the engineer of any discrepancies that would affect the installation as shown. 0.8 All work shall conform to applicable requirements of the Massachusetts State Building Code, Seventh Edition, and accepted construction practice. 0.9 Refer to sketches SKS-1 through SKS-5 as well as USG Applications Guide Specification and Albi-Clad TF specifications (attached). If there is any conflict in the specifications, the more stringent requirement shall govern. 0.10 Contact engineer for periodic observation of the shaft construction, and have all components reviewed on site prior to closing in the shaft framing. Metal Framing 1.0 Provide light gage galvanized metal framing as indicated on the drawings that is equal or equivalent to the products that are designated on the drawings and are manufactured by USG, Chicago, IL. Match all structural and material properties of the designated products. 1.1 Framing shall be formed from steel conforming to the minimum requirements of ASTM A446, Grade D, possessing a minimum yield of 50,000 psi. 1.2 Galvanized framing products shall be coated in accordance with the requirements of ASTM A525. 1.3 Protect materials stored on site from exposure to weather by impervious cover or shelter. Materials shall be stored flat and in a manner to prevent distortion. 1.4 Screwed Connection Requirements: A. Screw shall be of the type, size and location shown on the manufacturer's specifications. Screw attachment to the brick shall be with 5/15" x 2 %" Tap Con. B. Screw penetration through jointed metal materials shall not be less than three exposed screw threads. C. Screws shall be provided with corrosion protective coating that will remain intact during installation. D. Contractor shall refer to installation instructions published by the screw manufacturer and ASTM C-954 for minimum spacing and edge distance requirements and torque requirements. 1.5 Field cutting of steel framing members shall be by saw or shear. Torch cutting --- - will not be permitted except by written approval of the engineer-of record. 1.6 Temporary bracing shall be provided and remain in place until work is permanently stabilized. 2 81 Washington Street Structures North Salem, MA 3 December 2008 Page 3 of 4 1.7 Splicing of framing components is not permitted without express authorization by the engineer. 1.8 Shaftwall studs shall be spaced as shown on the contract drawings or as required to meet the design requirements and limitation of collateral materials. 1.9 Shaft shall be plumbed, aligned and secured to the continuous JR runner tracks at ends and at the top and bottom of each gypsum panel. Structural Steel Support Framing — Requirements of Work: 2.1 Structural steel work shall conform to "Specification for Structural Steel Buildings" (AISC ASD 1989), or Load and Resistance Factor Design (LRFD),latest edition; "Code of Standard Practice for Steel Buildings and Bridges" (AISC 1986); and Structural Welding Code - Steel (AWS D1.1-95). 2.2 New steel products shall conform to the following: Rolled steel shapes and plates: ASTM A36 or A572 Grade 50 Tube Steel ASTM 500, Grade B 46 ksi Bolts for Steel to Steel Conn's: ASTM A325 Welding electrodes: AWS E70-XX Adhesive Anchors: Hilti HY20 Screen Tube Epoxy 2.3 Bolted and/or welded connections shall be made after steel has been plumbed and aligned. 2.4 Shop and field welds shall be made by approved welders and shall conform to the American Welding Society code for buildings. 2.5 Fabricate structural steel to proper field measurements before delivering to site. Gypsum Panels/Shaft Liner 3.0 All gypsum panels are to conform to Firecode C and be equivalent to USG Sheetrock brand . 3.1 Panel fastening shall be fasteners indicated in USG shaft wall system specification. - - - 3.2 The minimum fastening edge distance shall comply with the Gypsum_Association--- --- GA-201. 3 , r 81 Washington Street Structures North Salem, MA 3 December 2008 Page 4 of 4 3.3 Heads of fasteners shall contact the surface of sheathing by shall not crush the surface. Design Load 4.0 The PSF weight of the shaft wall system is 9 psf, and this total weight is accounted for at the framing of the underside of the second floor. The total weight of shaft materials is approximately 1800 pounds. End of Outline Specifications 4 USG Shaft Wall Construction Specification 12/3/2008 Part 1: General 1.1 Related Documents A. Drawings and general provisions of the project contract, including General and Supplementary Conditions and Division 1 Specification Sections apply to this Section. USG System Folder SA926 — SHEETROCK Brand Shaft Wall Systems. 1.2 Scope A. The SHEETROCK Brand Shaft Wall System is 2 hour rated UL Design.U415, System B, or U438 comprised of 2 Yz' USG C-H and JR metal framing with 1" SHEETROCK Gypsum liner panels, and (2) layers of Yz" SHEETROCK Brand Firecode C Core gypsum interior finish panels. 1.3. Summary A. This section includes the following SHEETROCK Brand Shaft Wall System Summary 1. Vertical shaft enclosures 4. Vent shaft enclosures B. Related Sections 1. Division 9 SHEETROCK Brand Gypsum Panels and Assemblies 2. Division 9 IMPERIAL Brand Plaster Base and veneer plaster assemblies 1.4 Definitions A. Shaft Wall: An assembly of steel framing, gypsum boards and other materials used to enclose elevator shafts, Definitions stairways, air shafts and mechanical components. B. Gypsum Board Construction Terminology: Refer to ASTM C11 for definition of terms for gypsum board construction not defined in this document. 1.5. Performance Requirements A. The systems are UL Listed for fire resistance. Performance B. System fire-resistance testing with elevator door manufacturer at UL Requirements B. Fire-resistance tested penetration details for call button boxes and position indicators C. Oscillation tested to one million cycles to ensure performance of the life of the building D. UL Listed fire damper application E. Air Pressure Loads—Select based on project requirements. See details in this brochure for SHEETROCK Brand Shaft Wall system data. 1 of 5 USG Shaft Wall Construction Specification 12/3/2008 F. Deflection Limit—Select based on project requirements. See details in this brochure for SHEETROCK Brand Shaft Wall system data. G. STC Rating—Select based on project requirements. 1.6. Submittals A. Product and System Data — Submit system folder SA926, which can be downloaded at wvvw.usq.com. B. Submit certification of manufacturer compliance with fire and sound requirements indicated. C. Fire rating compliance shall include verification of compatibility with labeled elevator door frame installation and test verification of call box and similar penetrations. 33 USG Shaft Wall Systems Application Guide Specifications 34 USG Shaft Wall Systems Application Guide Specifications 1.7. Delivery, Storage and Handling of Materials A. Deliver materials in their original unopened packages bearing manufacturer identification. B. Protect materials from wetting and damage from weather, direct sunlight, surface contamination, corrosion, construction and Handling of Materials traffic and other causes. C. Warning: Store all SHEETROCK Brand Gypsum Panels flat. Panels are heavy and can fall over, causing serious injury or death. Do not move unless authorized. 1.8. Project Conditions A. All materials shall be suitably protected from the weather during installation to prevent damage to the shaft wall. B. Install gypsum panels following environmental conditions, room temperatures and ventilation specified in USG's The Gypsum Construction Handbook, 1.9 Quality Assurance 2of5 r JJSG Shaft Wall Construction Specification 12/3/2008 A. Protect SHEETROCK Brand Shaft Wall System and components from moisture before, during and after installation. Eliminate sources of moisture immediately. B. Fire-Resistance Rated Assemblies: Provide UL Design Number (e.g., U415) for basic systems. C. Sound-Rated Assemblies (STC)—Provide sound-rated system whose materials and construction comply with requirements of ASTM E90 and are classified according to ASTM E413 by a qualified testing agency. D. Preinstallation Conference — Conduct conference at project site. Review methods and procedures for work related to SHEETROCK Brand Shaft Wall System assemblies. Part 2: Products 21. Manufacturer A. Supply materials manufactured by or for the United States Gypsum Company which comply with requirements of fire-resistance rated assemblies indicated in System Folder SA926 B. Basis of Design—SHEETROCK Brand Shaft Wall System 2.2 Materials A. Gypsum Liner Panels—ASTM C442, C1396, 1" SHEETROCK Brand Gypsum Liner Panels, 100% recycled green face and back paper, beveled edge, 24" wide, lengths as required. Stamped.with UL Classification label documenting UL Classifications for fire resistance, surface burning characteristics, and noncombustibility. Panels should also be identified with the following language: "SHEETROCK Brand Gypsum Liner Panel, A Component of United States GypsumCompany Fire Rated Systems." C Gypsum Wallboard— 1/2" 4 foot wide, tapered edge, SHEETROCK Brand Gypsum Panels,(FIRECODE Core) (FIRECODE C Core) (ULTRACODE Core) (HUMITEK FIRECODE Core) (FIBEROCK Brand AQUA-TOUGH Gypsum InteriorPanel) (FIBEROCK Brand Abuse-Resistant Gypsum Fiber Interior Panels) (select core type), lengths as required. Identified with UL Classification label. F. Gypsum Wallboard and Gypsum Base Joint Treatment Materials—select a United States Gypsum Company Interior Finishing System (see product folder J1424). G. Fasteners—Screws: (3/8_) (1/2_) Type (S) (S-12) pan head; 5/8_TYPE S-12 low profile head, (1_) (1-5/8_) (2-1/4_) TYPE S bugle head. DUROCK Brand Steel Screws: 1-5/8_ Type G Screws: 1-1/2_ I. SHEETROCK Brand Paper Faced Metal Bead and Trim. J. Steel Furring Channels. 3of5 USG Shaft Wall Construction Specification 12/3/2008 L. USG Steel C-H Studs, 212CH-34 hot-dipped galvanized, lengths as required. M. USG Steel E-Studs, 212ES-34 hot-dipped galvanized, lengths as required. N. USG Steel J-Runners, 212JR-34 hot-dipped galvanized. O. Steel Angle Clips 18 gauge, 2"x 2" x 2". Q. Runner fasteners, power-driven type, to withstand required single shear and bearing force when driven through structural head or base and without exceeding allowable design stress in runner, fastener or structural support (obtain.locally). Part 3: Execution 3.1 Examination A. Examine substrates and abutting assemblies with installer present. Proceed with installation after conditions determined to be satisfactory. 3.2 Preparation A. Check that system components are available to construct SHEETROCK Brand Shaft Wall System — SHEETROCK Brand Gypsum Liner Panels — SHEETROCK Brand Enhanced Gypsum Liner Panels — SHEETROCK Brand FIRECODE, FIRECODE C, or ULTRACODE Core Gypsum Panels — USG Steel Framing Components (C-H Studs, J-Runner, E-Studs, Jamb Struts) B. Other Fire-Resistive Elements/Materials: Coordinate installation of SHEETROCK Brand Shaft Wall assembly with sprayed fire-resistive materials and other fire-resistive elements so that both elements remain complete and undamaged. 36 USG Shaft Wall Systems Application Guide Specifications 3.3 Shaft Wall Installation A. USG Steel Framing and SHEETROCK Brand Gypsum Liner Panels 1. Position steel J-runners at floor and ceiling with the short leg toward finish side of wall. 4 of 5 USG Shaft Wall Construction Specification 12/3/2008 2. Securely attach runners to walls supports with Tap Con screw fasteners at each end and max. 16" o.c. 4. Completely fireproof all surfaces of supporting steel with 2 hour rated intumescent mastic prior to erection of shaft wall thereon. 7. Where shaft wall height shaft exceed maximum available panel length pieces. of gypsum liner panel must be butted together at factory cut ends. a. Position gypsum liner panel end joints within upper and lower third points of wall. b. Staggerjoints top and bottom in adjacent panels. C. Screw studs to runners. 9. Install C-H Studs between gypsum liner panels with liner securely engaged. 10. Terminations: Install full-length steel E-Studs or J-Runners vertically at corners. C. SHEETROCK Brand Gypsum Panels Gypsum panels and fastening must be per the corresponding fire-resistance design number that is the basis of design. See the Performance Selector in this brochure for specific fire-resistance design numbers. The System references below correspond to the Performance Selector found on pages 14- 15. Per UL Design U415 SHEETROCK Brand Gypsum Panels may be applied vertically or horizontally in all of the systems below except System F. Please note appropriate fastener spacing. System B—U415 or U438, 2 hour fire-resistance rating. Apply two layers of SHEETROCK Brand FIRECODE C Core Gypsum Panels. Apply base layer to studs with 1" TYPE S or S-12 (typical) screws. Space screws 16" o.c. along edges and in the field of the panels for., Apply face layer to studs and J-Runners with 1-5/8"TYPE S or S-12 (typical) screws. Space screws 12" along the edges and in the field. Stagger all joints between base and face layers. 3.4 Accessory Application A. Gypsum.Panel Joints—Finish all face layer joints and internal angles with a SHEETROCK Brand Interior Finishing System installed according to manufacturer's directions. See product folder J1424 for detailed recommendations. B. Corner Bead—Reinforce all vertical and horizontal exterior corners with SHEETROCK Brand Paper Faced Bead. See product folder J1424 for detailed recommendations. C. Metal Trim—Where shaft wall terminates against masonry or other dissimilar material, apply SHEETROCK Brand Paper Faced Bead and Trim over face layer edge. End of Shaft Wall Specification 5of5 Albi Manufacturing ALBI CLAD TF Divisionin StanastBe Inc.(C) AU 86 Berlin 57 East Berlin, CT 06023 Product Data Information 860/828-0571 Fax: 860/828-3297 http://www.albi.com page 1 of 2 Albi Clad TF is a water-base intumescent thin film fireproofing material for use.wherever interior fireproofing will be exposed to view or be subject to potential damage from external sources. This hard,durable, abrasion resistant product has a smooth, aesthetic finish. Albi Clad TF is ideal for application in occupied areas or other locations where solvent-base fireproofing materials cannot be used. Because of its water-base formulation Albi Clad TF is fully compliant with EPA VOC limits and regulations. RECOMMENDED USES Albi Clad TF is recommended for interior use on structural steel columns and beams in areas such as: •Industrial plants •Correctional Facilities •Atriums •Power Generating Facilities • Hospitals •Warehouses • Parking Garages • School Gymnasiums • Food Processing Plants • Computer Chip Manufacturing •Convention Centers • Sports Stadiums FEATURES • Factory formulated, single component. •UL listed for I through 3-1/2 hours to ASTM E-119. •UL tested for resistance to high humidity, heat aging, •Water-based. CO2/S02 industrial atmosphere, chlorine and washing. •Attractive off-white finish. •Thin film application. • 100%Asbestos Free. • Lightweight& hammer-hard. •Will not dust, flake, nor delaminate. APPLICATION Albi Clad TF is spray applied directly from the shipping container. It is important to specify metal primers that are compatible with Albi Clad TF. For application sites subjected to chemical fumes or spills, the use of a topcoat is required. Contact Albi Manufacturing for recommended primers and topcoats. Do not apply AIN Clad TF below 50 degrees F. Care must be taken to protect the material from direct rainfall. Please refer to the Albi Clad TF Fireproofing Application Manual and Field Guide for further details. Thickness of the application will depend upon the fire endurance rating specified. Albi Clad TF must be applied by qualified, factory-trained applicators, utilizing standard, heavy-duty, pneumatic or airless, spray equipment. Installation must be in accordance with manufacturer's printed instructions, and in compliance with specific test requirements. PHYSICAL PROPERTIES PROPERTY TEST METHOD VALUE Dry Applied Density 85 PCF Hardness Shore D 45-50 Compressive Strength ASTM D695-91 300 psi Bond Strength ASTM D952-90 40 psi Abrasion Resistance ASTM D1044-90 0 grams loss Impact ASTM D256-90b 0.77-ft lbs./inch of notch Weight per Gallon 11.90+0.201bs./gals % Solids by Weight 70% +2.0% Flame Spread ASTM E 84 2 - Class A Smoke Developed ASTM E 84 5 - Class A 86Alibi Manufacturing ALBI CLAD TF A�b� Division StanChem, Inc.. 401 Berlinin East Berlin, CT 06023 Product Data Information 860L828-057571 Fax: 860/828-3297 ,C) http://www.albi.com page 2 of 2 SUGGESTED SPECIFICATION Brand /Model 1_0 SCOPE This specification covers requirements for materials, Speeflo-Titan 5500 gas or electric operated equipment and application of intumescent mastic to provide fire Speeflo-Titan Epic Series J200 HPG Gas protection to steel structures and supports as indicated on the Graco-Gmax 5900,7900, or 10000 Gas Operated design drawings,and in accordance with applicable requirements of contract documents. Further, this specification shall be sup- HOSES plemented by the applicable requirements of building codes, Material lines for airless application must be rated at a minimum insurance rating organizations and all other authorities having 3,000+psi working pressure with a 3/8 inch inside diameter. jurisdiction. Hose length should not exceed 150 feet without consulting Albi 1.1 QUALIFICATION OF SUBCONTRACTORS Application of Manufacturing. Albi Clad TF fireproofing shall be performed by qualified, fac- SPRAY GUNS/SPRAY TIPS tory-trained applicators having proper equipment and training Brand/Model Brand/Model to complete the installation in accordance with Alibi Manugactur- Binks - 1M Airless ASM-Zip Tips ing's recommendations. Proof of such qualification shall be Graco-Contractors Airless Graco-Airless Tips submitted with bid docurnenls. - Titan-SGX-20 Airless - Titan-Airless Tips 1.2 SURFACE ACCEPTABILITY Wagner-G-ION Airless 11.1 Albi Clad TF intumescent mastic shall be directly applied to You should always have a range of tip sizes on hand at a job site surfaces that have been properly prepared to receive this fireproof since steel sizes,hose length,vertical lift,and job site conditions coating. The surfaces must be clean and dry,free from rust, all impact spray patterns. We recommend a range of tip sizes grease, dust or other contaminants that will interfere with proper .from 419-423 &519-523. bonding. 3.2 Final dry film thickness application tnusoconform to Albi 1.2.2 All steel surfaces shall be primed with.compatible metal Mfg's listed design or to recommendations for specified rating. primer prior to fireproofing application. Phenolic modified alkyd 3.3 Small patchwork or damaged areas may be hand-trowelled or primer(Albi 4875)or acrylic (Albi 490W)or approved equal. gloved. When hand trowelling, tools must be:kept wet with water 1.2.3 Where existing painted steel is to be fireproofed with inform- to avoid sticking. escent mastic,existing paint surface must be checked for compat- 3 4 THICKNESS OF APPLICATION ibilily will)intumescent coating prior to fireproofing application. Alibi Clad TF shall be applied to the thickness required in accor- Follow Albi Manufacturing's instructions for compatibility check. dance with the acceptable test data. Thickness shall be measured 1.3 COORDINATION WITH OTHER TRADES on the basis of wet film thickness taken by frequent random probe Albi Clad TF shall be installed after all steel is in place,but measurements duringapplication. All test data measurements are before ducts,pipe work,equipment or other obstructions are PP taken of dry film thickness, supervision of application must be installed so that fireproofing can be applied to all exposed steel. undertaken while material is being installed, since final, cured, 1.4 DELIVER&STORAGE dry film thickness will reflect shrinkage due to evaporation of Alibi Clad TF shall be delivered to the jobsite in factory sealed water. containers. 3.5 SAMPLE APPLICATION 2.0 FIREPROOFING Before proceeding with the work,the applicator shall apply a Fireproofing shall be applied in accordance with drawings or section of approximately 100-sq. ft. (9.3 sq. meters)area. This specifications,and shall conform to fire protective ratings as out- section shall be witnessed by architect or owner's representative lined by ASTM E-119 and listed by Underwriter's Laboratories. and shall be subject to their approval to be used as guide for 2.1 COATING texture and thickness of the finished work. Intumescent mastic fireproof coating fur interior use shall be Albi 3.6 CLEAN UP Clad TF as manufactured by Albi Manufacturing,Division of Work area shall be maintained in an orderly condition with good StanChem,Inc.401 Berlin Street,East Berlin,CT,USA,06023. housekeeping conditions prevailing. Upon completion of installa- 2.2 TOPCOATING tion, all debris shall be cleared and removed from jobsite. Overcoating is not required with Albi Clad TE. However,if 3.7 GUARANTEE a topcoat is required for color-coding,aesthetics or additional 3.7.1 Alibi Manufacturing shall warrant material to conform to its surface protection against spills, a suitable topcoat shall be used. specification, and be free of manufacturing defects for a period For unusually severe environments consult Albi Mfg.for recom- of six months. mendations of appropriate topcoats. 3.7.2 Applicator shall guarantee that the installation of material 3.0 INSTALLATION&WORKMANSHIP conforms to Albi Mfg's recommendations and project specifica- 3.1 AIRLESS SPRAY EQUIPMENT -PUMPS tions, and shall further guarantee the workmanship connected Due to the properties of Albi Clad TF, we recommend application with the installation for a period of one year from date of instal- with airless spray equipment. This equipment is manufactured lation and distributed by leading pump manufacturers including: Rev.04/03 r r Rail er'• T c e s �D gn No' B a' (VGid 6 e 9 u restrain df; r'1.,� ro m �N 607 o ,rS,(W Fan eJ ' x„„ 4• ', '%i. d � � :, sd v IF - K M 'd �(s � le�Q �. kA• .�a,� 2-�1`n�.r °cX�`628 ,.' . TYPICAL INSTALLATIONS K� :F ro r rj. Stx$ �1 � r •�, ` r � 1 i d Cafe: oo� s :"