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15050061CITY OF CUPERTINO BUILDING PERMIT BUILDING ADDRESS: 19800 VALLCO PKWY CONTRACTOR: AMERICAN PERMIT NO: 15050061 TECHNOLOGIES, INC OWNER'S NAME: CUPERTINO PROPERTY DEVELOP LLC 25000 INDUSTRIAL BLVD DATE ISSUED: 05/12/2015 OWNER'S PHONE: 4088580065 HAYWARD, CA 94545 PHONE NO: (510)429-5000 ❑ LICENSED CONTRACTOR'S DECLARATION JOB DESCRIPTION: RESIDENTIAL ❑ COMMERCIAL 0 DRYWALL REPAIR IN LAUNDRY ROOMS OF UNITS 239, 339; License AND 439. � Contractor� _ � tom, I hereby affirm that I am licensed under the provisions of Chapter 9 (commencing with Section 7000) of Division 3 of the Business & Professions Code and that my license is in full force and effect. I hereby affirm under penalty of perjury one of the following two declarations: I have and will maintain a certificate of consent to self-insure for Worker's Compensation, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this permit is issued. Sq. Ft Floor Area: Valuation: $17000 performance and will maintain Worker's Compensation Insurance, as provided for by Section 3700 of the Labor Code, for the performance of the work for which this APN Number: 31620108.19800 Occupancy Type: permit is issued. ' + APPLICANT CERTIFICATION Icorrect. erti that I have read this application and state that the above information is fy p PERMIT EXPIRES IF WORK IS NOT STARTED laws rti I agree to comply with all city and county ordinances and state relating WITfIIN 180 DAYS OF PERMIT ISSUANCE OR to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save 180 DAYS FROM LAST CALLED INSPECTION. indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the by: �� �G Date: granting of this permit. Additionally, the applicant understands and will comply Issued with all non-point source regulations per the Cupertino Municipal Code, Section 9 18. rer7. ["?_i: U?iii .,.. x 1x.1,. T .i-- -. RE-ROOFS: is j . SignatUrek'" -; _. _=->- r; ':^:'_ T= a' `r1c '; c^ --' S ate /I `�-M1 ' All roofs shall be inspected prior to any roofing material being installed. If a roof installed without first obtaining an inspection, I agree to remove all new materials for inspection. ❑ OWNER-BUILDER DECLARATION Signature of Applicant: Date: I hereby affirm that I am exempt from the Contractor's License Law for one of the following two reasons: ALL ROOF COVERINGS TO BE CLASS "A" OR BETTER I, as owner of the property, or my employees with wages as their sole compensation, will do the work, and the structure is not intended or offered for sale (Sec.7044, Business & Professions Code) I, as owner of the property, am exclusively contracting with licensed contractors to HAZARDOUS MATERIALS DISCLOSURE construct the project (Sec.7044, Business & Professions Code). I have read the hazardous materials requirements under Chapter 6.95 of the California Health & Safety Code, Sections 25505, 25533, and 25534. I will I hereby affirm under penalty of perjury one of the following three maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and the declarations: Health & Safety Code, Section 25532(a) should I store or handle hazardous I have and will maintain a Certificate of Consent to self-insure for Worker's material. Additionally, should I use equipment or devices which emit hazardous Compensation, as provided for by Section 3700 of the Labor Code, for the air contaminants as defined by the Bay Area Air Quality Management District I performance of the work for which this permit is issued. will maintain compliance with the Cupertino Municipal Code, Chapter 9.12 and I have and will maintain Worker's Compensation Insurance, as provided for by the Health & Safety Code, Sections 505, 25533, and 25534. Section 3700 of the Labor Code, for the performance of the work for which this aR�- , ry: , ., , '.=; ; .' Owner or autlfbriz– d?agents V _ Dater permit is issued.'''" I certify that in the performance of the work for which this permit is issued, I shall not employ any person in any manner so as to become subject to the Worker's CONSTRUCTION LENDING AGENCY Compensation laws of California. If, after making this certificate of exemption, I become subject to the Worker's Compensation provisions of the Labor Code, I must I hereby affirm that there is a construction lending agency for the performance of forthwith comply with such provisions or this permit shall be deemed revoked. work's for which this permit is issued (Sec. 3097, Civ C.) Lender's Name APPLICANT CERTIFICATION Lender's Address— I certify that I have read this application and state that the above information is correct. I agree to comply with all city and county ordinances and state laws relating to building construction, and hereby authorize representatives of this city to enter upon the above mentioned property for inspection purposes. (We) agree to save ARCHITECT'S DECLARATION indemnify and keep harmless the City of Cupertino against liabilities, judgments, costs, and expenses which may accrue against said City in consequence of the I understand my plans shall be used as public records. granting of this permit. Additionally, the applicant understands and will comply with all non-point source regulations per the Cupertino Municipal Code, Section Licensed Professional 9.18. Signature Date 54 CUPERTINO CONSTRUCTION PERMIT APPLICATION COMMUNITY DEVELOPMENT DEPARTMENT • BUILDING DIVISION 10300 TORRE AVENUE • CUPERTINO, CA 95014-3255 (408) 777-3228 • FAX (408) 777-3333 • building &-cupertino. orq ❑ NEW CONSTRUCTION ❑ADDMON ❑ ALTERATION/ TI ❑ REVTSTnN/T)RFF.RRFT) nRT(-,MAT.PPRINTIT:q PROJECT ADDRESS g / x `� 1 v�WI # OWNERNAMECb NE MAIL u�' 's STREET ADDRESS ��qry '' yp� CITY, STATE, ZIP /�� C' i FAX CONTACT NAME f ya ' n W ` PHONE E-MAIL _576 STREET ADDRESS j Ji—�-y^ j CITY, STATE, ZIP. FAQ{ L❑ OWNER ❑ OWNER -BUILDER ❑ ON'NERAGENT ❑ CONTRACTOR ❑ CONTRACTOR AGENT ❑ ARCHITECT ❑ ENGINEER ❑ DEVELOPER ❑ TENANT CONTRACTOR NAME'y' T LICE119EFI'dilfiiBEl�, LICENSE TYPE BUS. LIC # JW C MPANYNAME .' a E-MAIL , FAX i STREET ADDRESS CITY, STATE, ZIP ARCHITECT/ENGINEERNAME LICENSE NUMBER , lr 7-7-9 BUS. LIC # COMPANY NAME E-MAIL FAX STREET ADDRESS CITY, STATE, ZIP PHONE I ' DESCRIPTION OF WORK Ic r �% en/r,C�t �l� � � �wid�` G�v�civ'•C� � � ��E� //v 411Y-/ �3 EXITING USE PROPOSED USE CONSTR. TYPE # STORIES I USE TYPE OCC. SQ.FT. VALUATION ($) EXISTG NEW FLOOR DEMO TOTAL AREA AREA AREA NET AREA ._ BATHROOM KITCHEN OTHER REMODEL AREA REMODEL AREA REMODEL AREA PORCH AREA DECK AREA TOTAL DECK/PORCH AREA GARAGE AREA: DETACH I ATTACH I DWELLINGUNITS: IS A SECOND UNIT ❑YES SECONDSTORY ❑YES BEING ADDED? []NO ADDITION? E]NO PRE -APPLICATION ❑1'BS IF YES, PROVIDE COPY OF PLANNING APPL # Fl NO PLANNING APPROVAL LEITER IS THE BLDG AN ❑YES c EICHLER HOME? []NO RECEI BY tri. 15 TOTAL VALUATION: t By my signature below, I certify to each of the following: I am the property owner or authorized agent to act on the property owner's behalf. I have read this application and the information I have provided is correct. I have read the Description of Work and verify it is accurate. I agree to comply with all applicable local ordinances and state laws relating to building construction. I authorize representatives of Cupertino to enter the above -identified property for inspection purposes. Signature of Applicant/Agen � -" Date: SUPPLEMENTAL INFORMATION REQUIRED- _ OVER THE COUIkTER t (BUILDING PLAN RT VIEW +N �3 ' New SFD or Multifamily dwellings: Apply for demolition permit for existing building(s). Demolition permit is required prior to issuance of building permit for new building .F; s EXPRESSr3'�� IPJ A1JriINGPLANREyIESV _ Commercial Bldgs: Provide a completed Hazardous Materials Disclosure s�ANDnxD�, r� rIIBLIcwocs " form if any Hazardous Materials are being used as part of this project.,,~ a' Z,r _Copy of Planning Approval Letter or Meeting with Planning prior to submittal of Building Permit application. MA7ox OSx x i3 xC3 ;sATvrrARY sEwERnISTRrcT BldgApp_2011.doc revised 06121/11 ��,--,�,��,� CITY OF CUPERTINO IAI FEE ESTIMATOR - BUILDING DIVISION imlADDRESS: 19800 Vallco Parkway DATE: 05/12/2015 REVIEWED BY: Sean FlL1ech. Permit Fee: APN: BP#: "VALUATION: 1$17,000 *PERMIT TYPE: Building Permit PLAN CHECK TYPE: Alteration / Repair PRIMARY Multi-Famil Dwellin USE: Y g Buildino is >3 Stories 0 Yes G No PENTAMATION PERMIT TYPE: WORK Drywall repair in laundry rooms of units 239 339 and 439. PME Plan Check: $0.00 SCOPE NOTE: This estimate does not include fees due to other Departments (ie. Planning, Public Works, Fire, Sanitary Fewer District, school n:...,.: f i 72%- f- — b.,wod ass rho nrolim;nary infarmatian availahle and are only an estimate. Contact the Dept for addn'1 into. FEE ITEMS (Fee Resolution 11-053 Eff. 7/1/13) ,Meeh. Plan Check Plumb. Plan (:'heck Elec. Plan Check FlL1ech. Permit Fee: Plumb. Permit Fee: Elec. Permit Fee Other ftlech. Insp. ether Plumb Insp. Other Elec. InsP. ldecli. Insp. Fee: Plumb. hese. Fee: Elec. Insp. Fee: NOTE: This estimate does not include fees due to other Departments (ie. Planning, Public Works, Fire, Sanitary Fewer District, school n:...,.: f i 72%- f- — b.,wod ass rho nrolim;nary infarmatian availahle and are only an estimate. Contact the Dept for addn'1 into. FEE ITEMS (Fee Resolution 11-053 Eff. 7/1/13) FEE QTY/FEE MISC ITEMS Plan Check Fee: $0.00 Select a Mise Bldg/Structure or Element of a Building Suppl. PC Fee: (j) Reg. 0 OT 0.0 hr's $0.00 PME Plan Check: $0.00 Permit Fee: Hourly Only? 0 Yes Q No $0.00 Suppl. Insp. Fee:(F) Reg. Q OT 0.0 hrs $0.00 PME Unit Fee: $0.00 PME Permit Fee: $0.00 Construction Tar: Administrative F'ee: J 0 G Work Without Permit? 0 Yes No $0.00 Advanced Planning Fee: $0.00 0 hours Inspections $429.00 1STINSP Inspection, Hourly Travel Documentation Fees: Strong Motion. Fee: IBSEISMICR $2.21 Select an Administrative Item Bldg Stds Commission Fee: IBCBSC $1.00 SUBTOTALS: $3.21 $429.00 TOTAL FEE: $432.21 Revised: 04/01/2015 ■ } 1 4 Main Level 1980000NDOS Cr el q.SH� 'COMMUNITY DEVELOPMENT EEP ".RTMENT BUILDING DIVISION - CU{'ERTINO APPROVED This set of plans and specifications h,1!JST be kept at the job site during construciion. It is unlav,ful to make any changes or alterations on san-;e, or to deviate therefrom, wit'nout approval from the Building Official. The Stamping of this plan and speci flcat:ons SHALL NOT be held to permit or to be an appro,,al of the violation of any provisicnj of any CityO �dinance or State Law. BY ��4 DATE -.-f • /a -/ dj PERMIT #��G 5al-j6z R e, i �� C rk fze� 5 1 ,n1_ Ctfrp rA 5nt�fs 1 Ci 90 C, VcA-z �y C -C, 41Sp'Li MAY 12 2015 3" 1 V Main Level 5/5/1015 Page: 15 -fo 1 04we- � � 1�4,z c; a v iAt , ,,, vAC4ti;--� a J VJ rJvJ"� '`-.t.✓'le r wA \ . • "� IJP Level 2 l 1 Level 2 1980000NDOS 5/5/2015 Page: 16 Level 3 15'7" i Level 3 1980000NDOS 5/5/2015 Page: 17 GYPSUM WALLBOARD, WOOD STUDS Base layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to each side of double row of 2 x 4 wood studs 16" o.c. on separate plates 1 " apart with 6d coated nails, 17/e" long, 0.085" shank, 1/4" heads, 24" o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 8d coated nails, 23/8" long, 0.100" shank, 1/4" heads, 8" o.c. Joints staggered 16" each layer and side. Sound tested with 31/2" glass fiber insulation stapled to studs in stud spaces on one side and with nails for base layer spaced 6" o.c. Horizontal bracing required at mid -height. (LOAD-BEARING) GYPSUM WALLBOARD, WOOD STUDS Base layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to each side of 2 x 4 wood studs 16" o.c. staggered 8" o.c. on 2 x 6 wood plates with 6d coated nails, 17/8" long, 0.085" shank, 1/4" heads, 24" o.c. Face layer 5/8" type X gypsum wallboard or gypsum veneer base applied at right angles to each side with 8d coated nails, 23/8" long, 0.113" shank, 9/32" heads, 8" o.c. Vertical joints staggered 16" each layer and side. Sound tested with nails for base layer spaced 6" o.c. Horizontal bracing required at mid -height. (LOAD-BEARING) 41(1114Le ��' C�yjfjL! This Space Left Blank M__ i"i Thickness: 103/4" Approx. Weight: 13 psf Fire Test: See WP 4135 WP -360, 9-27-74) NGC 30 -7-70__ Thickness: 8" Approx. Weight: 13 psf Fire Test: See WP 4135 (FM WP -360, 9-27-74) Sound Test: NGC 2377, 5-19-70 GA -600-2009 V BXUV.L547 - Fire Resistance Ratings - ANSI/UL 263 Page Bottom Design No. L547 BXUV.L547 Fire Resistance Ratings - ANSI/UL 263 Design/System/Construction/Assembly Usage Disclaimer Page 1 of 8 Authorities Having Jurisdiction should be consulted in all cases as to the particular requirements covering the installation and use of UL Certified products, equipment, system, devices, and materials. Authorities Having Jurisdiction should be consulted before construction. Fire resistance assemblies and products are developed by the design submitter and have been investigated by UL for compliance with applicable requirements. The published information cannot always address every construction nuance encountered in the field. When field issues arise, it is recommended the first contact for assistance be the technical service staff provided by the product manufacturer noted for the design. Users of fire resistance assemblies are advised to consult the general Guide Information for each product category and each group of assemblies. The Guide Information includes specifics concerning alternate materials and alternate methods of construction. Only products which bear UL's Mark are considered Certified. BXUV - Fire Resistance Ratings - ANSI/UL 263 BXUV7 - Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada See General Information for Fire -resistance Ratings - ANSI/UL 263 See General Information for Fire Resistance Ratings - CAN/ULC-5101 Certified for Canada Design No. L547 August 01, 2014 Unrestrained Assembly Rating — 1-1/2 Hr Finish Rating — 60 Min This design was evaluated using a load design method other than the Limit States Design Method (e.g., Working Stress Design Method). For jurisdictions employing the Limit States Design Method, such as Canada, a load restriction factor shall be used — See Guide BXUV or BXUV7 * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. http://database.ul.com/cgi-binIXYVItemplate/LISEXTI1 FRAMElshowpage.html?name=B... 5/12/2015 BXUV.L547 - Fire Resistance Ratings - ANSI/UL 263 Page 2 of 8 Fano Layor End .lout Datail 1. Flooring System — The flooring system shall consist of one of the following: System No. i Eaao Lmyor End .krim Wtali Subflooring — Min 5/8 in. thick plywood wood structural panels, min grade "Underlayment" or "Single -Floor". Face grain of plywood to be perpendicular to trusses with joints staggered. Finish Floor - Mineral and Fiber Board* — Min 1/2 in. thick, supplied in sizes ranging from 3 ft by 4 ft to 8 ft by 12 ft. All joints to be staggered a min of 12 in. with adjacent sub -floor joints. HOMASOTE CO — Type 440-32 Mineral and Fiber Board System No. 2 Subflooring — Min 5/8 in. thick plywood wood structural panels, min grade "Underlayment" or "Single -Floor". Face grain of plywood to be perpendicular to trusses with joints staggered. Finish Flooring - Floor Topping Mixture* — Min 1-1/2 in. thickness of floor topping mixture having a min compressive strength of 1000 psi and a cast density of 100 plus or minus 5 pcf. Foam concentrate mixed 40:1 by volume with water and expanded at 100 psi through nozzle. Mixture shall consist of 1.4 cu feet of preformed foam concentrate to 94 lbs Type I Portland cement, 300 lbs of sand with 5-1/2 gal of water. ELASTIZELL CORP OF AMERICA — Type FF System No. 3 Subflooring — Min 5/8 in. thick plywood wood structural panels, min grade "Underlayment' or "Single -Floor". Face grain of plywood to be perpendicular to trusses with joints staggered. Floor Mat Materials* - (Optional) — Floor mat material nom 5/64 in. (2mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1 in. of Floor -topping mixture. HACKER INDUSTRIES INC — Type Hacker Sound -Mat. Alternate Floor Mat Materials - (Optional) — Floor mat material nom 1/4 in. (6mm) thick adhered to subfloor with Hacker Floor Primer. Primer to be applied to the surface of the mat prior to the placement of a min 1-1/4 in. (32mm) of http://database.ul.com/cgi-binIXYVItemplatelLISEXT/1 FRAMElshowpage.html?name=B... 5/12/2015 BXUV.L547 - Fire Resistance Ratings - ANSI/ JL 263 Page 3 of 8 floor -topping mixture. HACKER INDUSTRIES INC — Type Hacker Sound -Mat II. Alternate Floor Mat Materials - (Optional) — Floor mat material nom 1/8 in. (3mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 3/4 in. (19mm) HACKER INDUSTRIES INC — FIRM -FILL SCM 125 Alternate Floor Mat Materials - (Optional) — Floor mat material nom 1/4 in. (6mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1 in. (25mm) HACKER INDUSTRIES INC — Type FIRM -FILL SCM 250, Quiet Qurl 55/025 Alternate Floor Mat Materials - (Optional) — Floor mat material nom 3/8 in. (10mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/4 in. (32mm) HACKER INDUSTRIES INC — FIRM -FILL SCM 400, Quiet Qurl 60/040 Alternate Floor Mat Materials - (Optional) — Floor mat material nom 3/4 in. (19mm) thick loose laid over the subfloor. Floor topping thickness shall be a min of 1-1/2 in. (38mm) HACKER INDUSTRIES INC — Type FIRM -FILL SCM 750, Quiet Qurl 65/075 Metal Lath (Optional) — For use with 3/8 in. (10 mm) floor mat materials, 3/8 in. expanded steel diamond mesh, 3.4 lbs/sq yd placed over the floor mat material. Hacker Floor Primer to be applied prior to the placement of the metal lath. When metal lath is used, floor topping thickness a nom 1-1/4 in. over the floor mat. Finish Flooring - Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1100 psi. Mixture shall consist of 6.8 gal of water to 80 lbs of floor topping mixture to 1.9 cu ft of sand. HACKER INDUSTRIES INC — Firm -Fill Gypsum Concrete, Firm -Fill 2010, Firm -Fill 3310, Firm -Fill 4010, Firm -Fill High Strength, Gyp -Span Radiant System No. 4 Subflooring — Min 5/8 in. thick plywood wood structural panels, min grade "Underlayment" or "Single -Floor". Face grain of plywood to be perpendicular to trusses with joints staggered. Floor Mat Materials* - (Optional) — Nom 1/4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. When floor mat material is used, min thickness of floor topping mixture is 1 in. Floor topping thickness a min 3/4 in. over Acousti-Mat I floor mat. MAXXON CORP — Type Acousti-Mat I, Acousti-Mat II, Acousti-Mat II HP. Alternate Floor Mat Materials* - (Optional) - Nom 0.8 in. thick floor mat material loose laid over the subfloor with Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in.' MAXXON CORP — Type Acousti-Mat 3, Acousti-Mat 3 HP, Crack Suppression Mat (CSM) Metal Lath (Alternate to Crack Suppression Mat (CSM)) - 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in., Fiber Glass Mesh Reinforcement — (Optional) — Maxxon Corp's "Maxxon Reinforcement (MR)" for use with or as an alternate to CSM or metal lath reinforcement, the materials consists of a plastic coated non -woven fiber glass mesh grid intended to suppress cracks in the Floor Topping Mixture. Alternate Floor Mat Materials* - (Optional) — Nom 0.4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be min 1 in. Floor topping thickness shall be min 3/4 in. when used with Crack Suppression Mat (CSM), Metal Lath, or Maxxon Reinforcement (MR). MAXXON CORP — Type Enkasonic 9110, Enkasonic 9110 HP. http://database.ul.comlegi-binIXYV/templatelLISEXTI1 FRAMElshowpage.html?name=B... 5/12/2015 BXUV.L547 - Fire Resistance Ratings - ANSI/UL 263 Page 4 of 8 Alternate Floor Mat Materials* - (Optional) — Nom 0.2 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer may be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be as specified under Floor Topping Mixture. MAXXON CORP — Type Acousti-Mat LP -R Metal Lath (Optional) — For use with floor mat materials, 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd or Maxxon Corp. UL Classified Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness shall be min 1 in. MAXXON CORP — Type Crack Suppression Mat (CSM) Fiber Glass Mesh Reinforcement — (Optional) — Maxxon Corp's "Maxxon Reinforcement (MR)" for use with or as an alternate to CSM or metal lath reinforcement, the materials consists of a plastic coated non -woven fiber glass mesh grid intended to suppress cracks in the Floor Topping Mixture. Finish Flooring - Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1000 psi. Mixture shall consist of 3 to 7 gal of water mixed with 80 lbs of floor topping mixture and 1.0 to 2.1 cu ft of sand. MAXXON CORP — Types D -C, GC, GC 2000, L -R, T -F, CT System No. 5 Subflooring — Min 5/8 in. thick plywood wood structural panels, min grade "Underlayment" or "Single -Floor". Face grain of plywood to be perpendicular to trusses with joints staggered. Floor Mat Materials* - (Optional) — Nom 1/4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. When floor mat material is used, min thickness of floor topping mixture is 1 in. Floor topping thickness a min 3/4 in. over Acousti-Mat I floor mat. MAXXON CORP — Type Acousti-Mat I, Acousti-Mat II, Acousti-Mat II HP. Alternate Floor Mat Materials* - (Optional) - Nom 0.8 in. thick floor mat material loose laid over the subfloor with Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in. MAXXON CORP — Type Acousti-Mat 3, Acousti-Mat 3 HP, Crack Suppression Mat (CSM) Metal Lath (Alternate to Crack Suppression Mat (CSM)) - 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd loose laid over the floor mat material. Floor topping thickness shall be min 1-1/2 in. Fiber Glass Mesh Reinforcement — (Optional) — Maxxon Corp's "Maxxon Reinforcement (MR)" for use with or as an alternate to CSM or metal lath reinforcement, the materials consists of a plastic coated non -woven fiber glass mesh grid intended to suppress cracks in the Floor Topping Mixture. Alternate Floor Mat Materials* - (Optional) — Nom 0.4 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer to be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be min 1 in. Floor topping thickness shall be min 3/4 in. when used with Crack Suppression Mat (CSM), Metal Lath, or Maxxon Reinforcement (MR). MAXXON CORP — Type Enkasonic 9110, Enkasonic 9110 HP. Alternate Floor Mat Materials* - (Optional) — Nom 0.2 in. thick floor mat material loose laid over the subfloor. Maxxon Floor Primer may be applied to the surface of the mat prior to the floor topping placement. Floor topping thickness shall be as specified under Floor Topping Mixture. MAXXON CORP — Type Acousti-Mat LP -R Metal Lath (Optional) — For use with floor mat materials, 3/8 in. expanded galvanized steel diamond mesh, 3.4 lbs/sq yd or Maxxon Corp. UL Classified Crack Suppression Mat (CSM) loose laid over the floor mat material. Floor topping thickness shall be min 1 in. MAXXON CORP — Type Crack Suppression Mat (CSM) http://database.ul.com/cgi-bin/XYV/template/LISEXT/1 FRAME/showpage.html?name=B... 5/12/2015 BXUV.L547 - Fire Resistance Ratings - ANSI/UL 263 Page 5 of 8 Fiber Glass Mesh Reinforcement — (Optional) — Maxxon Corp's "Maxxon Reinforcement (MR)" for use with or as an alternate to CSM or metal lath reinforcement, the materials consists.of a plastic coated non -woven fiber glass mesh grid intended to suppress cracks in the Floor Topping Mixture. Finish Flooring - Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a min compressive strength of 1200 psi. Mixture shall consist of 4 to 7 gal of water mixed with 80 lbs of floor topping mixture and 1.4 to 1.9 cu ft of sand. RAPID FLOOR SYSTEMS — Type RF, RFP, RFU, RFR, Ortecrete System No. 6 Subflooring — Min 5/8 in. thick plywood wood structural panels, min grade "Underlayment" or "Single -Floor". Face grain of plywood to be perpendicular to trusses with joints staggered. Vapor Barrier — (Optional) — Nom 0.010 in. thick commercial asphalt saturated felt. Finish Flooring - Floor Topping Mixture* — Min 3/4 in. thickness of floor topping mixture having a minimum compressive strength of 1800 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. UNITED STATES GYPSUM CO — Types LRK, HSLRK, CSD Floor Mat Materials* — (Optional) - Floor mat material loose laid over the subfloor. Refer to manufacturer's instructions regarding the minimum thickness of floor topping over each floor mat material. UNITED STATES GYPSUM CO — Types SAM, LEVELROCK@ Brand Sound Reduction Board, LEVELROCK@ Brand Floor Underlayment SRM -25 Alternate Floor Mat Materials* — (Optional) - Nom 3/8 in. thick floor mat material loose laid over the subfloor. GRASSWORX L L C — Type SC50 System No. 7 Subflooring — Min 3/4 in. thick wood structural panels, min grade "Underlayment" or "Single -Floor". Face grain of plywood or strength axis of panel to be perpendicular to joists with joints staggered. Long edges may be T & G or square. Vapor Barrier - (Optional) — Nom 0.030 in. thick commercial asphalt saturated felt. Finish Flooring - Floor Topping Mixture* — Min 3/4 or 1 in. thickness of floor topping mixture for 19/32 or 15/32 in. thick wood structural panels respectively, having a min compressive strength of 1000 psi. Refer to manufacturer's instructions accompanying the material for specific mix design. ALLIED CUSTOM GYPSUM — Accu -Crete and Accu -Radiant, AccuLevel G40 and Accu Level SD30. Alternate Floor Mat Material* — (Optional) - Floor mat material nominal 2 - 9.5 mm thick loose laid over the subfloor. Floor topping shall be a min of 3/4 in. or 1 in. thick for 19/32 or 15/32 in. thick wood structural panels respecitively. ALLIED CUSTOM GYPSUM — Type AccuQuiet P80, Type AccuQuiet C40, AccuQuiet D13, and Type AccuQuiet D-18. System No. 8 Subflooring — Min 5/8 in. thick wood structural panels, min grade "C -D" or "Sheathing". Face grain of plywood or strength axis of panels to be perpendicular to the joists with joints staggered. Vapor Barrier — (Optional) - Commercial asphalt saturated felt, 0.030 in. thick. Vapor Barrier — (Optional) - Nom 0.010 in. thick commercial rosin -sized building paper. Finish Flooring* — Min 3/4 in. thickness of any Floor Topping Mixture bearing the UL Classification Marking as to Fire Resistance. See Floor- and Roof -Topping Mixtures (CCOX) category for names of Classified Companies. Floor Mat Materials* — (Optional) - Nom 3/32 in. thick loose laid over the subfloor. Floor topping thickness shall be a http://database.ul.comlcgi-binIXYV/templatelLISEXT/1 FRAMElshowpage.html?name=B... 5/12/2015 B. UV.L547 - Fire Resistance Ratings - ANSIAM 263 Page 6 of 8 minimum of 3/4 in. PLITEQ INC — Type GenieMat RST02 Floor Mat Materials* — (Optional) - Nom 3/16 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. PLITEQ INC — Type GenieMat FF04 Floor Mat Materials* — (Optional) - Nom 1/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 3/4 in. PLITEQ INC — Type GenieMat FF06 Floor Mat Materials* — (Optional) - Nom 3/8 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1 in. PLITEQ INC — Type GenieMat FF10 Floor Mat Materials* — (Optional) - Nom 3/4 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1-1/2 in. PLITEQ INC — Type GenieMat FF17 Floor Mat Materials* — (Optional) - Nom 1 in. thick loose laid over the subfloor. Floor topping thickness shall be a minimum of 1-1/2 in. PLITEQ INC — Type GenieMat FF25 2. Structural Wood Members — Min 9-1/2 in. deep "I" shaped wood joists spaced max 19.2 in OC, and blocked at the ends using 2 in. by 10 in. wood members. Min joists bearing on bearing plates shall be 5-1/2 in. Joists secured to the bearing plates with two 8d or 10d nails at each end. Circular holes may be cut in the web of joists in accordance with the manufacturer's published installation instructions. WEYERHAEUSER NR — Types TJI® 360, TJI@ 560, TJIp/L65, T3IO/L90, TJI@/H90, TJI@/HD90, TJIO/HS90, TJI@ 100C, TJI@ 300C. 3. Furring Channels — Resilient channels, formed of 25 MSG thick galv steel, spaced 16 in. OC perpendicular to joists. Channels secured to each truss with 1-5/8 in. long Type S bugle head steel screws. As an alternate to the resilient channels, Steel Framing Members* (Item 3A) may be used. 3A. Steel Framing Members - (Not Shown)* — As an alternate to Item 3, furring channels and Steel Framing Members* as described below: a. Furring Channels — Formed of No. 25 MSG galv steel, 2-9/16 in. or 2-23/32 in. wide by 7/8 in. deep, spaced 24 in. OC perpendicular to joists. Channels secured to trusses as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. b. Steel Framing Members* — Used to attach furring channels (Item a) to joists (Item 2). Clips spaced 48 in. OC and secured to alternating joists with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. RSIC-1 clip for use with 2-9/16 in. wide furring channels. RSIC-1 (2.75) clip for use with 2-23/32 in. wide furring channels. Adjoining channels are overlapped as described in Item a. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping No. 6 framing screws, min 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to that supports the gypsum board butt joints, as described in Item 5. PAC INTERNATIONAL INC — Types RSIC-1, RSIC-1 (2.75). 3B. Steel Framing Members — (Not Shown)* — As an alternate to Item 3, furring channels and Steel Framing Members* as described below: a. Furring Channels — Formed of No. 25 MSG galv steel, 2-3/8 in. wide by 7/8 in. deep, spaced http://database.ul.comlcgi-binIXYV/templatelLISEXT/1 FRAMElshowpage.html?name=B... 5/12/2015 `9XUV.L547 - Fire Resistance Ratings - ANSI/UL 263 Page 7 of 8 24 in. OC perpendicular to joists. Channels secured to trusses as described in Item b. Ends of adjoining channels overlapped 6 in. and tied together with double strand of No. 18 SWG gals steel wire near each end of overlap. b. Steel Framing Members* — Used to attach furring channels (Item a) to joists (Item 2). Clips spaced 48 in. OC and secured to alternating joists with No. 8 x 2-1/2 in. coarse drywall screw through the center grommet. Furring channels are friction fitted into clips. Adjoining channels are overlapped as described in Item a. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self -tapping No. 6 framing screws, min 7/16 in.. long at the midpoint of the overlap, with one screw on each flange of the channel. Additional clips required to that supports the gypsum board butt joints, as described in Item 4. PLITEQ INC — Type GENIECLIP 3C. Alternate Steel Framing Members — (Not Shown)* -. As an alternate to item 3, furring channels and Steel Framing Members as described below. Furring Channels — Formed of No. 25 MSG galv steel, 2-5/8 in. wide by 7/8 in deep, spaced 24 OC, perpendicular to joists. Channels secured to joists as described in Item b. b. Steel Framing Members* — Used to attach furring channels (Item a) to the joists (Item 2). Clips spaced at 24" OC and secured to the bottom of the joists with one No. 10 x 2-1/2 Coarse Drywall Screw through the center hole. Furring channels are then friction fitted into clips. Ends of channels are overlapped 6" and screwed with four No. 8 x 1/2 Self Drilling screws (2 per side 1 in. and 4 in. from overlap edge). Additional clips are required to hold the Gypsum Butt joints and side joints as described in item 4. STUDCO BUILDING SYSTEMS — RESILMOUNT Sound Isolation Clips - Type A237R 4. Gypsum Board — Two layers of 1/2 in. thick by 4 ft wide gypsum board installed perpendicular to resilient channels. Base layer of secured to resilient channels with 1 in. long Type S bugle head screws spaced 8 in. OC at the butted end joints and 16 in. OC in the field of the board. Face layer secured to resilient channels with 1-5/8 in. Type S bugle head screws spaced 8 in. OC in the field of the board and with 1-1/2 in. long Type G screws spaced 8 in. OC at the butt joints located midspan between resilient channels. When Steel Framing Members (Item 3A, 3B) are used, gypsum board installed with long dimension parallel with trusses. Base layer attached to the furring channels using 1 in. long Type S bugle head steel screws spaced 12 in. OC in the field of the board. Butted end joints shall be staggered min 2 ft within the assembly, and occur midway between the continuous furring channels. At butted end joints, each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 6 in. on each end. The two furring channels shall be spaced approximately 3-1/2 in. OC, and be attached to underside of the joist with one clip at each end of the channel. Screw spacing along the end joint shall be 8 in. OC. Butted base layer end joints to be offset a min of 24 in. in adjacent courses. Outer layer attached to the furring channels using 1-5/8 in. long Type S bugle - head steel screws spaced 8 in. OC at butted joints and 12 in. OC in the field. Butted end joints to be offset a min of 8 in. from base layer end joints. Butted side joints of outer layer to be offset min 18 in. from butted side joints of base layer. When Steel Framing Members (Item 3C) are used, base layer gypsum board is installed with long dimensions perpendicular to furring channels. Gypsum board secured to furring channels with nom 1 in. long Type S bugle -head steel screws spaced 8 in. OC in the field of the board. Gypsum board butted end joints shall be staggered minimum 72 in. At the gypsum board butt joints, each end of each gypsum board shall be supported by a single length of furring channel equal to the width of the gypsum board plus 3 in. on each end, spaced approximately 2 in. in from joint. Screw spacing along the gypsum board butt joint shall be 8 in. OC. Butt joint furring channels shall be attached with a RESILMOUNT Sound Isolation Clip secured to underside of every joist that is located over the butt joint. Over all Gypsum Board side joints, approximately 20 in. lengths of furring channel shall be installed parallel to joists (Item 2) between main furring channels. Side joint furring channels shall be attached to underside of the joist with RESILMOUNT Sound Isolation Clips - Type A237R located approximately 2 in. from each end of the approximate 20 in. length of channel. Both Gypsum Boards at side joints fastened into channel with screws spaced 8 in. OC, approximately 1/2 in. from joint edge. Face layer secured as described above. UNITED STATES GYPSUM CO — Type C * Indicates such products shall bear the UL or cUL Certification Mark for jurisdictions employing the UL or cUL Certification (such as Canada), respectively. Last Updated on 2014-08-01 Ouestions? Print this pane Terms of Use Paae Top © 2015 UL LLC When the UL Leaf Mark is on the product, or when the word "Environment" is included in the UL Mark, please search the UL Environment database for additional information regarding this product's certification. The appearance of a company's name or product in this database does not in itself assure that products so identified have been manufactured under UL's Follow -Up Service. Only those products bearing the UL Mark should be considered to be Certified and covered under UL's Follow -Up http://database.ul.com/cgi-binIXYVItemplate/LISEXT/1 FRAMElshowpage.html?name=B... 5/12/2015 B`XUV.L547 - Fire Resistance Ratings - ANSI/UL 263 Service. Always look for the Mark on the product. Page 8 of 8 UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. 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