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Home My WebLink AboutFile Documents.610 S West End St.0068.2019 (3).ARBKThe City of Aspen These plans must be kept at the building site or inspection delays may occur. Construction shall conform to these plans. All changes shall be approved by the building official. Field Plan Set Must Be Printed In Color SEPARATE PERMITS ARE REQUIRED FOR ELECTRICAL, PLUMBING, MECHANICAL, OR FIRE SPRINKLER WORK 0068.2019.ARBK William J Parker Estate 610 S West End Unit F304 273718267076 Dwelling Separation Required - 2015 IBC -708 Fire Partitions, 711 Horizontal Assemblies: Walls and floor/ceilings separating dwelling units shall have a fire-resistance rating of at least 1 hour. Walls shall extend from the top of the floor assembly below to the underside of the floor or roof slab or deck above or to the fire-resistance-rated floor/ceiling assembly above. -714: Penetrations must be protected by a through-penetration firestop system. Recessed fixtures shall not reduce the required fire resistance by use of a listed fixture, a listed firehood, or a drywall assembly meeting the required fire resistance. Exhaust fans require ceiling radiation damper. -1207 Sound Transmission: Separating walls and floor/ceilings shall have an STC rating of at least 50. Floor/ceilings shall have an IIC rating of at least 50. 2015 IBC 601 Fire Resistive Requirements for Type of Construction: ____ Primary Structural Frame: ____hr (columns, beams, girders, etc) Exterior Bearing Walls: ____hr Interior Bearing Walls: ____hr Floors/Ceilings: ____hr Roof : ____hr Unless noted otherwise for occupancy separation or fire separation distance. VA 1 1 1 1 1 SMOKE ALARMS AND CARBON MONOXIDE DETECTORS REQUIRED THROUGHOUT DWELLING UNIT PER CITY OF ASPEN MUNICIPAL CODE 8.15 03/29/2019 Per this project’s asbestos inspection report, your project does not require a State asbestos abatement permit. However, the following OSHA regulation must be strictly adhered to: Standard Title 29, Part 1910.134, 1910.1001, and 1926.1101 of the Code of Federal Regulations. It is recommended that you familiarize yourself with these regulations and have a certified General Abatement Contractor (GAC) conduct the removal of the Asbestos Containing Material (ACM) under engineering controls and that once the removal process is completed, a visual inspection and clearance air monitoring be conducted by an independent, certified Air Monitoring Specialist. Furthermore, identified ACM may be in areas which were either not covered in the scope of the asbestos inspection or were inaccessible or hidden due to their application during the construction process and their subsequent enclosure or covering with building and finish materials. These areas should be inspected when renovation or demolition activities are scheduled which may disturb the materials within, or beneath these barriers. READ THIS OR FAIL YOUR INSPECTION! Furred & Dropped Ceilings, Soffits, and Walls 20015 IBC 803.13 This applies to the attachment of finishes or furring to any assemblies that are required to be either fire-rated or non-combustible and is separate from the fire-rated assembly requirement. Walls, Ceilings & Soffits: If furred 1 ¾ inches or less, do one of the following: 4.Fill spaces with Class A material. 5.Fill spaces with inorganic or non-combustible material. 6.Fire block 8 feet in all directions. Walls: If set out (furred) greater than 1 ¾ inches, do one of the following: 4.Use a Class A finish material (such as drywall). 5.Use non-combustible framing. 6.Protect both sides with fire sprinklers. Ceilings & Soffits: If dropped (furred) greater than 1 ¾ inches: Framing members, hangers, and other assembly members must be non-combustible. You may not use wood. In Type III and V construction only, you may use fire retardant treated wood or non-combustible framing. 05/ 1 7 / 2 0 1 9 nic k t Code Editions Fire Sprinkler System Type Of Construction Fire Alarms Installed Required Special Inspections Energy Code Compliance Exterior Energy Use Total Approved On-Site Snowmelt________ Spa_______ Pool _________ Building Type/Occupancy Group COMMUNITY DEVELOPMENT DEPARTMENT BUILDING DESCRIPTION FORM - IRC & IBC CITY OF ASPEN 130 S. GALENA ST | ASPEN, CO 81611 BUILDING CODE INFORMATION 2015 IRC Existing?NFPA 13 NFPA 13 R High-Strength Bolting Epoxy Anchors Structual Steel Welding Permanent Micropiles Other _____________ Prescriptive Table UNIT DESCRIPTION AS PROPOSED # Stories Above Grade ______ # Stories Below Grade _______ Parking Spaces ______ Parking Spaces ______ Parking Spaces ______ # Bedrooms ______ # Full Baths ______ Deck Area ______ # 3/4 Baths ______ # 1/2 Baths ______ # Kitchens ______ # Wood Fireplaces ______ # Gas Appliances ______ # Gas Logs______ NFPA 13 D RESCheck UA Alternative Yes No One Family Two Family Townhouse Reviewed By: _____________________Date:__________ BUILDING ROOMS AND USES BY LEVEL AS PROPOSED (Include Mechanical & Storage) Basement ___________________________________________________________________________________ ___________________________________________________________________________________________ Main Level __________________________________________________________________________________ ____________________________________________________________________________________________ 2nd Floor ___________________________________________________________________________________ __________________________________________________________________________________________ 3rd Floor ___________________________________________________________________________________ ___________________________________________________________________________________________ Additional ___________________________________________________________________________________ ___________________________________________________________________________________________ Attached Garage Detached Garage Carport Is there an ADU? # Living Rooms_____# Kitchens _____# Full Baths _____# 3/4 Baths _____# 1/2 Baths _____# Bedrooms _____ # Other Rooms (List)____________ ADU BUILDING DESCRIPTION YesNo PERMIT NUMBER: _______________________________ (As Adopted and Amended) Other (Please Explain) _________________ _________________ VA VB IV IIIA IIIB IIA IIB IA IB Sprayed Fire-Resistants COMCheck UA Alternative (Existing + New) A__B B (A <50)F__H__I __ E R__S__ UM IRC IBC 2015 IBC (As Adopted and Amended) YesNo Required?YesNo Type January 2018 2015 IEBC (As Adopted and Amended) Other _____________ Gross Area of Building: __________ Gross Area of Unit: __________ Occupant Load: ___________ 0068.2019.ARBK n n 1227 3 3 3 3 0 0 1 1 0 0 letter of completion NT 5/17/19 03/29/2019 2 COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT CONTACT SHEET CITY OF ASPEN 130 S. GALENA ST | ASPEN, CO 81611 ___________________________________ _____________________ _____________________ ________________________________________ __________________ _________ ____________ _______________________________________________________________________________________ Name Phone Cell Phone CityMailing Address E-mailAddress State ZIP OWNER ___________________________________ _____________________ ________________________Name Phone E-mail FOR PLAN REVIEW QUESTIONS ___________________________________ _____________________ ________________________Name Phone E-mail FOR INSPECTION QUESTIONS ___________________________________ _____________________ _____________________ ________________________________________ __________________ _________ ____________ _______________________________________________________________________________________ Name Phone Cell Phone CityMailing Address E-mailAddress State ZIP OWNER’S AUTHORIZED AGENT ___________________________________ _____________________ _____________________ ________________________________________ __________________ _________ ____________ _______________________________________________________________________________________ Name Phone Cell Phone CityMailing Address E-mailAddress State ZIP APPLICATION BEST CONTACT ___________________________________ _____________________ _____________________ ________________________________________ __________________ _________ ____________ _______________________________________________________________________________________ Name Phone Cell Phone CityMailing Address E-mailAddress State ZIP ARCHITECT OR DESIGNER OF RECORD ___________________________________ _____________________ _____________________ ________________________________________ __________________ _________ ____________ _______________________________________________________________________________________ Name Phone Cell Phone CityMailing Address E-mailAddress State ZIP CIVIL ENGINEER OF RECORD ___________________________________ _____________________ _____________________ ________________________________________ __________________ _________ ____________ _______________________________________________________________________________________ Name Phone Cell Phone CityMailing Address E-mailAddress State ZIP STRUCTUAL ENGINEER OF RECORD I hereby certify that I have read and examined this application and know the same to be true and correct. All provisions of laws and ordinances governing this type of work will be complied with whether specified herein or not. The granting of a permit does not presume to give authority to violate or cancel the provisions of any other state or local law regulating construction or the performance of construction. It is my responsibility to review the approved plans and any comments that are contained thereon and see that the structure and/or project is built in compliance with all applicable codes. ________________________________________________________ _____________________ContractorSignature Date INSPECTIONS: The General Contractor must schedule inspections online. Please visit www.aspenpitkin.com/Departments/Community-Development-Forms/ to do so. ___________________________________ _____________________ _____________________ ________________________________________ __________________ _________ ____________ _______________________________________________________________________________________ Name Phone Cell Phone CityMailing Address E-mailAddress State ZIP GENERAL CONTRACTOR Check if you are a tested owner builder (single-family homes only). You must take a test and complete the owner/building affidavit. (CITY USE ONLY) Owner builder approved by:________________________Date:______________________ Affidavit on file ADDRESS: ____________________________PERMIT NUMBER: _______________________________ August 2017 610 WEST END ST. ANNE GRICE ANNE@ANNEGRICE.COM WILLIAM A. PARKER JR. ESTATE STEVE CARROLL 4401 NORTHSIDE PARKWAY SUITE 120 ATLANTA GA 30327 Steve.Carroll@genspring.com ISOBEL PARKER MILLS 1790 GARRAUX PL. NW ATLANTA GA 30327 IBBYMILLS@GMAIL.COM 970-429-4148ANNE GRICE 408 ABC SUITE 201 ASPEN CO 81611 ANNE@ANNEGRICE.COM 970-925-8969ANDREW L. CALVETTI, P.E. 914 E. WATERS AVE. #18 ASPEN CO 81611 ALCEENGRG@AOL.COM 7/2/19 07/03/2019 Pete Waaraniemi (Janckila Const) 07/16/2019 NO EXTERIOR LIGHTING IN SCOPE OF PERMIT. EXTERIOR SCOPE LIMITED TO CHANGES IN FENESTRATION. COMMUNITY DEVELOPMENT DEPARTMENT BUILDING PERMIT APPLICATION CITY OF ASPEN 130 S. GALENA ST | ASPEN, CO 81611 PROPERTY INFORMATION ___________________________________ _________ ___________________________ ______________ ______________ ________________________________________ _________________________ _______________ __________________________________ ________________________ _______________ __________________________________ CommericalMulti-FamilySingle Family Use of Building Class of WorkNewAdditionAlterationRepair ________ YesNo Will there be any roof/wall penetrations? NOTICE: This permit becomes null and void if work or construction authorized is not commenced within 180 days, or if construction or work is suspended or abandoned for a period of 180 days at any time after work is commenced. _______________ _______________ _______________ _______________ _______________ _______________ _______________ _______________ _______________ PROJECTVALUATION SQ FT OF BUILDING WORK AREA UNIT SQ FT SQ FT OF SOILDISTURBANCE BUILDING FOOTPRINT LOT SIZE(SQ FT) PROJECT DETAILS (READ DEFINITIONS BELOW) Mixed-Use IFFRTenant FinishDemolitionChange Order ________ ADDRESS UNIT #PARCEL ID # BLOCK TRACT OR SUBDIVISIONLOT DESCRIPTION OF WORK IN DETAIL Building Review Building Permit Fee Parks Impact Engineering Review Zoning Review (50%) School Lands Dedication Zoning Review (50%)CMP (50%)TDM Impact Energy Code Review REMP Payment Pedestrian Amenity CMP (50%)GIS Housing Cash in Lieu Parks Review City Use Tax Water Tap Utility Review County UseTax Sanitation SUBMITTAL FEES ISSUANCE FEES APPROVALS ISSUANCE FEES BEST CONTACTNAME CELL EMAIL OWNER NAME CELL EMAIL ____Toilets, Bidets ____Bathtub____Lavatory (Wash Basin)____Shower____Kitchen Sink (+Disposal)____Dishwasher____Laundry Bar, Utility Sink____Clothes Washer ____Floor Sink____Floor Drain____Water Heater (Pan Req)____# Gas Outlets____Water Treatment____Other_________ Fixture Counts Important Review Triggers PC Zoning HPC Building Fire Engineering CMP Water Stormwater Sanitation Env. Health Parks Landscape Efficiency Approved To Issue Issuance Date ApprovedReviewingDepartmentReviewerSign-Off NEW SQ FT Project Valuation: Cost of project as defined in Valuation Affadavit.Sq Ft of Building Work Area: Total square footage of interior area undergoing change or reconfiguration.Unit Sq Ft: Gross square footage, not FAR, of permitted unit.Lot Size: Total surveyed square footage of property.Sq Ft of Soil Disturbance: Exterior area of the lot where the ground is disturbedNew Sq Ft: Total added square footage for additions to net livable or net leasable space.Building Footprint: Grade floor square footage of the permitted structure.Hardscape Area: Square footage of impervious lot surface.Zone District: Underlying zone district of permitted parcel. January 2019 DATE:___________ MASTER PERMIT:______________________ PERMIT NUMBER:__________________________ __________________________________________________________________________________ __________________________________________________________________________________ HARDSCAPEAREA NeedsReview DE F I N I T I O N S ZONEDISTRICT Major Engineering Review• Projects involving less than 50% hardscape area and work affecting 75% or greater of unit sq ft• Projects involving greater than 50% hardscape area and work affecting 50% or greater of unit sq ft• Projects involving 1,000+ sq ft of soil disturbance area Water Efficient Landscaping• Projects that trigger a major engineering review • Projects involving interior alterations affecting 50% or more of exisiting gross square footage THIS SECTION MUST BE COMPLETED IN ITS ENTIRETY 0068.2019.ARBK 610 WEST END ST.F-304 273718267076 WILLIAM A. PARKER JR. ESTATE ISOBEL PARKER MILLS 770-366-7442 ibbymills@gmail.com INTERIOR REMODEL, REPLACING EXISTING WINDOWS & SLIDER DOORS 550,000 3 1n 4 n n 3 1 1 0 1,383 1,383 N/A 1 0 N/A 1,383 N/A 0 0 N/A R-15/L/PD X LL 4/2/2019 X SV 07/16/19 X NT 5/17/19 X NT 5/17/19 8872.50 13650.00 X CK 7/3/19 325.00 X sw 4/4/2019 325.00 739.91 X pm 4/5/19 2047.50 739.91 4725.00 328.65 1375.00 03/29/2019 DAAM 7/16/19 5/10/2019 U340 - BXUV.U340 - UL Product Spec productspec.ul.com/document.php?id=BXUV.U340 1/11 FIRE-RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U340 April 15, 2019 Bearing Wall Rating — 1 Hr. Finish Rating — See Item 2 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. 5/10/2019 U340 - BXUV.U340 - UL Product Spec productspec.ul.com/document.php?id=BXUV.U340 2/11 HORIZONTAL SECTION 1. Wood Studs — Nom 2 by 4 in. alternating on opposite sides of nom 2 by 6 in. wood plates. Spaced 24 in. OC max on each side of wood plates, staggered 12 in. OC (or staggered equally if less than 24 in. OC) on opposite side. 2. Gypsum Board* — 5/8 in. thick gypsum board, paper or vinyl faced with beveled, square, tapered or rounded edges. Gypsum board nailed to each stud 7 in. OC with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam head. As an alternate, No. 6 bugle head drywall screws, 1-7/8 in. long, may be substituted for the 6d cement coated nails. When used in widths other than 48 in., gypsum board to be installed horizontally. When Steel Framing Members* (Item 5-5D) are used, gypsum board attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. AMERICAN GYPSUM CO — Types AG-C. CERTAINTEED GYPSUM INC — Type FRPC (Finish rating 20 min), Type C. CGC INC — Types C, IP-X2 (Finish rating 26 min). CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC- C/A. GEORGIA-PACIFIC GYPSUM L L C — Types 5 (Finish rating 26 min), DAPC, TG- C. NATIONAL GYPSUM CO — Types FSK-C, FSW-C, FSW-G. 5/10/2019 U340 - BXUV.U340 - UL Product Spec productspec.ul.com/document.php?id=BXUV.U340 3/11 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type C or PG-C. THAI GYPSUM PRODUCTS PCL — Type C. UNITED STATES GYPSUM CO — Types C, IP-X2 (Finish rating 26 min). 2A. Gypsum Board* — (As an alternate to Item 2) — Nominal 5/8 in. thick, 4 ft. wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1-5/8 in. long Type S screws spaced 12 in. OC at perimeter of panels and 8 in. OC in the field. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described in Item 4B. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock 530 (finish rating 23 min). 2B. Gypsum Board* — (As an alternate to Item 2) — 5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. AMERICAN GYPSUM CO — Types AGX-1, M-Glass or AG-C, LightRoc NATIONAL GYPSUM CO — Type FSK, Type FSK-G, Type FSW, Type FSW-3, Type FSW-5, Type FSW-G, Type FSK-C, Type FSW-C, Type FSMR-C, Type FSW-6, Type FSL 2C. Gypsum Board* — (As an alternate to Item 2) — Nominal 5/8 in. thick, 4 ft. wide panels, applied vertically. Panels nailed 7 in. OC with 6d cement coated nails 1- 7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. Horizontal joints of vertically applied panels to be backed by studs. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock ES. 2D. Wall and Partition Facings and Accessories* — (As an alternate to Item 2) — Nominal 5/8 in. thick, 4 ft. wide panels, applied vertically. Panels nailed 7 in. OC with 6d cement coated nails 1-7/8 in. long, 0.0915 in. shank diam and 15/64 in. diam heads. Horizontal joints of vertically applied panels to be backed by studs. 5/10/2019 U340 - BXUV.U340 - UL Product Spec productspec.ul.com/document.php?id=BXUV.U340 4/11 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock 527. 2E. Gypsum Board* — (As an alternate to Item 2) — Any 5/8 in. thick UL Classified Gypsum Board that is eligible for use in Design Nos. L501, G512 or U305 — Nom. 5/8 in. thick gypsum board, paper or vinyl faced with beveled, square, tapered or rounded edges. Gypsum board nailed to each stud 7 in. OC with 6d cement coated nails, 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam head. As an alternate, No. 6 bugle head drywall screws, 1-7/8 in. long, may be substituted for the 6d cement coated nails. When used in widths other than 48 in., gypsum board to be installed horizontally. Batts and Blankets placed in stud cavity as described in Item 4B. When Steel Framing Members* (Item 5) are used, gypsum board attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. ACADIA DRYWALL SUPPLIES LTD (View Classification) — CKNX.R25370 AMERICAN GYPSUM CO (View Classification) — CKNX.R14196 BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO (View Classification) — CKNX.R19374 CERTAINTEED GYPSUM INC (View Classification) — CKNX.R3660 CGC INC (View Classification) — CKNX.R19751 CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C (View Classification) — CKNX.R18482 GEORGIA-PACIFIC GYPSUM L L C (View Classification) — CKNX.R2717 LOADMASTER SYSTEMS INC (View Classification) — CKNX.R11809 NATIONAL GYPSUM CO (View Classification) — CKNX.R3501 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM (View Classification) — CKNX.R7094 PANEL REY S A (View Classification) — CKNX.R21796 5/10/2019 U340 - BXUV.U340 - UL Product Spec productspec.ul.com/document.php?id=BXUV.U340 5/11 SIAM GYPSUM INDUSTRY (SARABURI) CO LTD (View Classification) — CKNX.R19262 THAI GYPSUM PRODUCTS PCL (View Classification) — CKNX.R27517 UNITED STATES GYPSUM CO (View Classification) — CKNX.R1319 USG MEXICO S A DE C V (View Classification) — CKNX.R16089 2F. Gypsum Board* — (As an alternate to Item 2) — 5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a maximum 10 in. OC with the last two screws 4 and 1 in. from the edges of the board. When used in widths other than 48 in., gypsum panels are to be installed horizontally. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC6A (finish rating 21 min), Type LGFC2A, Type LGFC-C/A, Type LGFC-WD, Type LGLLX 3. Joints and Nailheads — Gypsum board joints covered with tape and joint compound. Nail heads covered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to entire surface of Classified veneer baseboard. Joints reinforced. 4. Batts and Blankets* — (Optional) — Any thickness glass or mineral fiber batt insulation friction-fit into stud cavities. See Batts and Blankets (BZJZ) category for list of Classified companies. 4A. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) — Spray applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product with a nominal dry density of 2.7 lb/ft3. Alternate Application Method: The fiber is applied without water or adhesive at a nominal dry density of 3.5 lb/ft3, in accordance with the application instructions supplied with the product. When Item 5, 5A, 5B, 5C or 5D is used, Fiber, Sprayed shall be INS735, INS745, INS765LD or INS770LD. U S GREENFIBER L L C — INS735 & INS745 for use with wet or dry application. INS510LD, INS515LD, INS541LD, INS735, INS745, INS765LD, and INS770LD are to be used for dry application only. 5/10/2019 U340 - BXUV.U340 - UL Product Spec productspec.ul.com/document.php?id=BXUV.U340 6/11 4B. Batts and Blankets* — (Required for use with Wall and Partition Facings and Accessories, Item 2A and Gypsum Board Item 2E) — Glass fiber insulation, nom 3- 1/2 in. thick, min. density of 0.80 pcf, with a flame spread of 25 or less and a smoke developed of 50 or less, friction-fitted to completely fill the stud cavities. See Batts and Blankets Category (BKNV) for names of manufacturers. 4C. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) — Spray applied cellulose fiber. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. The minimum dry density shall be 4.30 lbs./ft3. INTERNATIONAL CELLULOSE CORP — Celbar-RL 4D. Fiber, Sprayed* — As an alternate to Batts and Blankets (Item 4) — Spray- applied cellulose material. The fiber is applied with water to completely fill the enclosed cavity in accordance with the application instructions supplied with the product. To facilitate the installation of the material, any thin, woven or non-woven netting may be attached by any means possible to the outer face the studs. The material shall reach equilibrium moisture content before the installation of materials on either face of the studs. The minimum dry density shall be 5.79 lbs/ft3. APPLEGATE HOLDINGS L L C — Type 1 SAFE Applegate Fired Rated Material 5. Steel Framing Members* — (Optional, Not Shown) — 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 studs. Channels secured to studs as described in Item B. Ends of adjoining channels are overlapped 6 in. and tied together with double strand of No. 18 SWG galv steel wire near each end of overlap. As an alternate, ends of adjoining channels may be overlapped 6 in. and secured together with two self-tapping #6 framing screws, min. 7/16 in. long at the midpoint of the overlap, with one screw on each flange of the channel. Gypsum board attached to furring channels as described in Item 2. B. Steel Framing Members* — Used to attach furring channels (Item A) to studs (Item 1) . Clips spaced 48 in. OC., and secured to studs 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. PAC INTERNATIONAL L L C — Types RSIC-1, RSIC-1 (2.75). 5A. Steel Framing Members* — (Optional, Not Shown) — Furring channels and Steel Framing Members as described below: 5/10/2019 U340 - BXUV.U340 - UL Product Spec productspec.ul.com/document.php?id=BXUV.U340 9/11 9. Mineral and Fiber Board* — (Optional, Not Shown) — For use with Items 9A-9D — For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft. wide with long dimension parallel and centered over studs. Attached to studs and top and bottom bearing plates with minimum 1-3/8 in. long ring shanked nails or 1- 1/4 in. long Type W steel screws, spaced 12 in. OC and 24 in. OC along all intermediate framing. The required UL Classified gypsum board layer (Item 9D) is to be installed over the Mineral and Fiber Boards. Glass Fiber Insulation, Item 9A, or Batts and Blankets, Item 9B, and Adhesive, Item 9C, are required. HOMASOTE CO — Homasote Type 440-32 9A. Glass Fiber Insulation* — (For use with Item 9) 5-1/2 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, placed to completely fill the interior of the wall. See Batts and Blankets (BKNV or BZJZ) categories for names of Classified companies. 9B. Batts and Blankets* — (As an alternate to Item 9A, For use with Item 9), 5-1/2 in. thick mineral wool batts, placed to completely fill interior of wall. THERMAFIBER INC — Type SAFB, SAFB FF 9C. Adhesive — (For use with Item 9) — Construction grade adhesive applied in vertical, serpentine, nominal 3/8 in. wide beads down the length of both vertical edges of Mineral and Fiber Board (Item 9). 9D. Gypsum Board* — (For use with Item 9) — 5/8 in. thick, 4 ft. wide, applied vertically over Mineral and Fiber Board (Item 9) with vertical joints located anywhere over stud cavities. Secured to mineral and fiber boards with 1-1/2 in. Type G Screws spaced 8 in. OC along edges of each vertical joint and 12 in. OC in intermediate field of the Mineral and Fiber Board (Item 9). Secured to outermost studs and bearing plates with 2 in. long Type S screws spaced 8 in. OC. Gypsum Board joints covered with paper tape and joint compound. Screw heads covered with joint compound. Finish Rating 30 Min. AMERICAN GYPSUM CO — Type AG-C CERTAINTEED GYPSUM INC — FRPC, Type C CGC INC — Types C, IP-X2, IPC-AR CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC- C/A GEORGIA-PACIFIC GYPSUM L L C — Types 5, DAPC, TG-C 05/ 1 7 / 2 0 1 9 nic k t 5/10/2019 U309 - BXUV.U309 - UL Product Spec productspec.ul.com/document.php?id=BXUV.U309 1/13 FIRE-RESISTANCE DESIGN Assembly Usage Disclaimer BXUV - Fire Resistance Ratings - ANSI/UL 263 Certified for United States BXUV7 - Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada See General Information for Fire-resistance Ratings - ANSI/UL 263 Certified for United States Design Criteria and Allowable Variances See General Information for Fire Resistance Ratings - CAN/ULC-S101 Certified for Canada Design Criteria and Allowable Variances Design No. U309 April 15, 2019 Bearing Wall Rating — 1 Hr. Finish Rating — See Items 2, 2A and 2B 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. 5/10/2019 U309 - BXUV.U309 - UL Product Spec productspec.ul.com/document.php?id=BXUV.U309 2/13 1. Wood Studs — Nom 2 by 4 in., spaced 24 in. OC effectively firestopped. 2. Gypsum Board* — 5/8 in. thick, 4 ft wide, applied either horizontally or vertically, nailed to studs and bearing plates with 6d cement coated nails min. 1-7/8 in. long, 0.0915 in. shank diam and 1/4 in. diam heads spaced 7 in. OC. Finish Rating 27 Min. When used in widths other than 48 in., gypsum board to be installed horizontally. When Steel Framing Members* (Items 5, 5A, 5B, 5C, or 5D) are used, wallboard attached to furring channels with 1 in. long Type S bugle-head steel screws spaced 12 in. OC. When Item 6, resilient channels are used, 5/8 in. thick, 4 ft wide applied vertically. Screw attached furring channels with 1 in. long, self-drilling, self-tapping Type S or S-12 steel screws spaced 8 in. OC, vertical joints located midway between studs. ACADIA DRYWALL SUPPLIES LTD — Type X, 5/8 Type X, Type Blueglass Exterior Sheathing AMERICAN GYPSUM CO — Types AGX-1, M-Glass, AG-C, LightRoc BEIJING NEW BUILDING MATERIALS PUBLIC LTD CO — Type DBX-1 CERTAINTEED GYPSUM INC — Type X, Type X-1, Types EGRG, GlasRoc, GlasRoc-2, Type C CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Types LGFC6A, LGFC2A, LGFC-C/A, LGCF-WD, LGLLX, CLLX 5/10/2019 U309 - BXUV.U309 - UL Product Spec productspec.ul.com/document.php?id=BXUV.U309 3/13 GEORGIA-PACIFIC GYPSUM L L C — Types 5, 6, 9, C, DAP, DD, DA, DAPC, DGG, DS, GPFS6, LS (finish rating 23 min), Type X, Veneer Plaster Base - Type X, Water Rated - Type X, Sheathing - Type X, Soffit - Type X, TG-C, Type LWX, Veneer Plaster Base- Type LWX, Water Rated-Type LWX, Sheathing Type-LWX, Soffit- Type LWX, Type DGLW, Water Rated-Type DGLW, Sheathing Type- DGLW, Soffit-Type DGLW, Type LW2X, Veneer Plaster Base - Type LW2X, Water Rated - Type LW2X, Sheathing - Type LW2X, Soffit - Type LW2X, Type DGL2W, Water Rated - Type DGL2W, Sheathing - Type DGL2W NATIONAL GYPSUM CO — Types -eXP-C, FSK, FSK-C, FSW, FSW-3, FSW-5, FSW-C, FSW-G, FSMR-C, FSW-6 (finish rating 20 min), FSL, FSW-8 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type C, PG-9, PG-11, PG-C, PGS-WRS PANEL REY S A — Types GREX, PRC, PRC2, PRX, RHX, MDX, ETX SIAM GYPSUM INDUSTRY (SARABURI) CO LTD — Type EX-1 THAI GYPSUM PRODUCTS PCL — Type X, Type C 2A. Gypsum Board* — (As an alternate to Item 2, Not Shown) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically to studs and bearing plates on one side of the assembly with 1-5/8 in. long Type S screws spaced 12 in. OC at perimeter of panels and 8 in. OC in the field. Horizontal joints of vertically applied panels need not be backed by studs. Panel joints covered with paper tape and two layers of joint compound. Screwheads covered with two layers of joint compound. Batts and Blankets placed in stud cavity as described in Item 4E. Not evaluated for use with Steel Framing Members, Furring Channels or Fiber, Sprayed. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock 530 (finish rating 23 min) 2B. Gypsum Board* — (As an alternate to Item 2) — 5/8 in. thick gypsum panels, with square edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last two screws 1 and 4 in. from edge of board or nailed to studs and bearing plates with 6d cement coated nails 1-7/8 in. long, 0.0915 in. 5/10/2019 U309 - BXUV.U309 - UL Product Spec productspec.ul.com/document.php?id=BXUV.U309 4/13 shank diam and 1/4 in. diam heads spaced 7 in. OC. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. GEORGIA-PACIFIC GYPSUM L L C — Type DGG, GreenGlass Type X (finish rating 23 min). 2C. Gypsum Board* — (As an alternate to Item 2) — 5/8 in. thick, 4 ft. wide, paper surfaced applied vertically only and secured as described in Item 2. GEORGIA-PACIFIC GYPSUM L L C — Type X ComfortGuard Sound Deadening Gypsum Board (finish rating 27 min) NATIONAL GYPSUM CO — SoundBreak XP Type X Gypsum Board 2D. Gypsum Board* — (As an alternate to Items 2 through 2C) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 2. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock ES 2E. Gypsum Board* — (As an alternate to Item 2) — 5/8 in. thick, 4 ft. wide, paper surfaced applied vertically or horizontally and secured as described in Item 2 or 2K. CERTAINTEED GYPSUM INC — Type SilentFX 2F. Gypsum Board* — (As an alternate to 5/8 in. Type FSW in Item 2) — 2 layers nom. 5/16 in. thick gypsum panels applied vertically or horizontally. Horizontal joints on the same side need not be staggered. Inner layer attached with fasteners, as described in item 2, spaced 24 in. OC. Outer layer attached per Item 2. NATIONAL GYPSUM CO — Type FSW 2G. Gypsum Board* — (As an alternate to Item 2) — 5/8 in. thick, 4 ft. wide, applied vertically or horizontally with vertical joints centered over studs and staggered one stud cavity on opposite sides of studs. Secured as described in Item 2 or 2K. CERTAINTEED GYPSUM INC — 5/8" Easi-Lite Type X THAI GYPSUM PRODUCTS PCL — 5/8" Easi-Lite Type X 2H. Wall and Partition Facings and Accessories* — (As an alternate to Item 2) — Nominal 5/8 in. thick, 4 ft wide panels, applied vertically and secured as described in Item 2. 5/10/2019 U309 - BXUV.U309 - UL Product Spec productspec.ul.com/document.php?id=BXUV.U309 5/13 PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock 527. 2I. Gypsum Board* — (As an alternate to Item 2) — 5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a maximum 10 in. OC with the last two screws 4 and 1 in. from the edges of the board. When used in widths other than 48 in., gypsum panels are to be installed horizontally. CONTINENTAL BUILDING PRODUCTS OPERATING CO, L L C — Type LGFC6A (finish rating 21 min), Type LGFC2A, Type LGFC-C/A, Type LGFC-WD, Type LGLLX 2J. Gypsum Board* — (As an alternate to Item 2) — 5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing as described in Item 2 or with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1 in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. When square edge boards are used joint treatment, Item 3, may be omitted. AMERICAN GYPSUM CO — Types AGX-1, M-Glass, AG-C NATIONAL GYPSUM CO — Type FSK, Type FSK-G, Type FSW, Type FSW-3, Type FSW-5, Type FSW-G, Type FSK-C, Type FSW-C, Type FSMR-C, Type FSW-6, Type FSL 2K. Gypsum Board* — (As an alternate to Item 2) — 5/8 in. thick gypsum panels, with beveled, square, or tapered edges, applied either horizontally or vertically. Gypsum panels fastened to framing with 1-1/4 in. long Type W coarse thread gypsum panel steel screws spaced a max 8 in. OC, with last screw 1/2 in. from edge of board. When used in widths of other than 48 in., gypsum boards are to be installed horizontally. CERTAINTEED GYPSUM INC — Type X, Type X-1, Types EGRG, GlasRoc, GlasRoc-2, Type C 3. Joints and Fastener Heads — Wallboard joints covered with paper tape and joint compound. Fastener heads covered with joint compound. Gypsum plaster not more than 1/8 in. thick may be applied over the wallboard in addition to the specified joint treatment. 4. Batts and Blankets* — (Not Shown) — Optional glass fiber insulation. CERTAINTEED CORP JOHNS MANVILLE 5/10/2019 U309 - BXUV.U309 - UL Product Spec productspec.ul.com/document.php?id=BXUV.U309 9/13 Philips Modified Truss screws spaced 2-1/2 in. from the center of the overlap. Gypsum board attached to resilient channels as described in Item 3. b. Steel Framing Members* — Used to attach resilient channels (Item 5Da) to studs. Clips spaced 48 in. OC., and secured to studs with No. 8 x 2-1/2 in. coarse drywall screw through the center hole. Resilient channels are secured to clips with one No. 10 x 1/2 in. pan-head self-drilling screw. KEENE BUILDING PRODUCTS CO INC — Type RC+ Assurance Clip 6. Furring Channel — Optional — Not Shown — For use on one side of the wall - Resilient channels, 25 MSG galv steel, spaced vertically 24 in. OC, flange portion screw attached to one side of studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws. When resilient channels are used, insulation, Items 4C or 4D is required. 7. Wall and Partition Facings and Accessories* — (Optional, Not Shown) — Nominal 1/2 in. thick, 4 ft wide panels, for optional use as an additional layer on one or both sides of the assembly. Panels attached in accordance with manufacturer's recommendations. When the QR-500 or QR-510 panel is installed between the wood framing and the UL Classified gypsum board, the required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. PABCO BUILDING PRODUCTS L L C, DBA PABCO GYPSUM — Type QuietRock QR-500 and QR-510 8. Cementitious Backer Units* — (Optional Item Not Shown — For Use On Face Of 1 Hr With All Standard Items Required) — 7/16 in., 1/2 in., 5/8 in., 3/4 in. or 1 in. thick, min. 32 in. wide.- Applied vertically or horizontally with vertical joints centered over studs. Fastened to studs and runners with cement board screws of adequate length to penetrate stud by a minimum of 3/8 in. for steel framing members, and a minimum of 3/4 in. for wood framing members spaced a max of 8 in. OC. When 4 ft. wide boards are used, horizontal joints need not be backed by framing. NATIONAL GYPSUM CO — Type DuraBacker, PermaBase, DuraBacker Plus, or PermaBase Plus 9. Non-Bearing Wall Partition Intersection — (Optional) — Two nominal 2 by 4 in. stud or nominal 2 by 6 in. stud nailed together with two 3in. long 10d nails spaced a max. 16 in. OC. vertically and fastened to one side of the minimum 2 by 4 in. stud with 3 in. long 10d nails spaced a max 16 in. OC. vertically. Intersection between partition wood studs to be flush with the 2 by 4 in. studs. The wall partition wood studs are to be framed by with a second 2 by 4 in. wood stud fastened with 3 in. long 5/10/2019 U309 - BXUV.U309 - UL Product Spec productspec.ul.com/document.php?id=BXUV.U309 10/13 10d nails spaced a max. 16 in. OC. vertically. Maximum one non-bearing wall partition intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. 10. Mineral and Fiber Board* — (Optional, Not Shown) — For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to framing with 2 in. long Type W steel screws, spaced 12 in. OC. The required UL Classified gypsum board layer(s) is/are to be installed as indicated as to fastener type and spacing, except that the required fastener length shall be increased by a minimum of 1/2 in. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. HOMASOTE CO — Homasote Type 440-32 10A. Mineral and Fiber Board* — (Optional, Not Shown) — For use with Items 10B-10E) — For optional use as an additional layer on one side of wall. Nom 1/2 in. thick, 4 ft wide with long dimension parallel and centered over studs. Attached to framing with minimum 1-3/8 in. long ring shanked nails or 1-1/4 in. long Type W steel screws, spaced 12 in. OC along board edges and 24 in. OC in field of board along intermediate framing. Not evaluated or intended as a substitute for the required layer(s) of UL Classified Gypsum Board. HOMASOTE CO — Homasote Type 440-32 10B. Glass Fiber Insulation — (For use with Item 10A) — 3-1/2 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, placed to fill the interior of the wall. See Batts and Blankets (BKNV or BZJZ) categories for names of Classified companies. 10C. Batts and Blankets* — (As an alternate to Item 10B, For use with Item 10A), 3 in. thick mineral wool batts, placed to fill interior of wall, attached to the 3-1/2 in. face of the studs with staples placed 24 in. OC. ROCKWOOL — Type SAFEnSOUND THERMAFIBER INC — Type SAFB, SAFB FF 10D. Adhesive — (For use with Item 10A) — Construction grade adhesive applied in vertical, serpentine, nominal 3/8 in. wide beads down the length of both vertical edges of Mineral and Fiber Board (Item 10A). 10E. Gypsum Board* — (For use with Item 10A) — 5/8 in. thick, 4 ft wide, applied vertically over Mineral and Fiber Board (Item 10A) with vertical joints located anywhere over stud cavities. Secured to mineral and fiber boards with 1-1/2 in. Type G Screws spaced 8 in. OC along edges of each vertical joint and 12 in. OC in intermediate field of the Mineral and Fiber Board (Item 10A). Secured to outermost studs and bearing plates with 2 in. long Type S screws spaced 8 in. OC. Gypsum05/ 1 7 / 2 0 1 9 nic k t 05/ 1 7 / 2 0 1 9 nic k t