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HomeMy WebLinkAboutFile Documents.747 S Galena St.0122.2019 (15).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 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. SMOKE ALARMS AND CARBON MONOXIDE DETECTORS REQUIRED THROUGHOUT DWELLING UNIT PER CITY OF ASPEN MUNICIPAL CODE 8.15 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. RESIDENTIAL REFERENCES FROM 2015 IBC CV/CS = crawl space ventilation sec. 1203.4. 18” x 24” access required 1209.1 EE = emergency escape required sec 1030 EU = enclosed usable space under stairs shall be 1-hr construction or stair enclosure rating. No access from stair enclosure. ½” gypsum permitted for stairs inside a single dwelling unit. 1011.7.3. RV = roof and rafter ventilation required 1203.2 A = Attic Access 20” x 30” 1209.2 SA = smoke alarm (NFPA 72) required sec 907.2.11 CO = carbon monoxide detector req. per Aspen Municipal Code 8.15 SG = safety glazing required sec 2406 V = mechanical ventilation required sec 1203.1 & IMC 403 (bath fans and whole house ventilation) GR = guards, 42” min ht, 4” max opening. Guards within dwelling unit 36” min ht sec 1015 HR = handrails 34”-38” ht sec 1014 DS = Draft stopping / fire blocking 718 RD = Roof drainage 1503.4 STC = Sound transmission class not less than 50 at dwelling separations, sec 1207 SI = Stairway Illumination 1205.4 PD = protect against decay, sec 2304.12 REFERENCES FROM 2015 IMC DE = clothes dryer exhaust, sec 504. Makeup air req’d if over 200 CFM AS = access and service space for maintenance req’d, sec 306 MA = make up air required if hood exhausts greater than 400 CFM, sec 505.2 ET = exhausts terminate 3’ from prop line and openings, 10’ from intakes, 501.3.1 IT= intake openings 10’ from lot line & contaminant sources (vents, streets), 401.4 D = fasten and seal all ductwork per 603.9 REFERENCES FROM 2015 IFGC DV = direct vent req’d, sec 303.3 CA = combustion air not taken from bedrooms, bathrooms or storage sec 303.3 OD = outdoor appliances must be listed for outdoor use, sec 303.6 REFERENCES FROM 2015 IECC F = new or replacement fenestration shall not exceed 0.28 U-factor, NFRC label required, Ordinance 40, 2016 L = 75% of lamps in permanently installed lights must be high efficacy, sec R404.1 SE = Continuous air barrier required; all exterior joints, cracks, and holes to be caulked, gasketed, sealed, table R402.4.1.1 REFERENCES FROM 2014 NEC EP = electric panel 'happy space' 30"x36"x78", not in storage, sec 110.26 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 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 747 S Galena 970-618-6525Doug hayes dhayesconstruction@gmail.com 970-618-6525Doug Hayes dhayesconstruction@gmail.com 970-236-6228Mountain Dog Holdings LLC/ Karla Elges 1120 Dale Ave Aspen co 81601 karlaelges@gmail.com 970-618-6525Doug Hayes 1002 Blake Ave Glenwood Springs co 81601 dhayesconstruction@gmail.com 970-963-3223ERnie Kollar Engineers 320 Main St Carbondale co 81623 erniekollar@gmail.com 970-618-6525Doug hayes 1002 Blake Ave Glenwood Springs Co 81601 dhayesconstruction@gmail.com 5-09-19 05/21/2019 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: ___________ ◄~f~~ ~1,,~ CITY OF ASPEN □ □ □ □ I □ I □ I □ □ □ □ □ □ □ □ □ □ □ □ □ □ I □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ □ n n 1140 n 1 0 0 0 2 1 0 1 1 1 2 0 0 4-30-19 05/21/2019 X X X 2 Ernest Kollar Engineers, Inc. 320 Main St., Suite 203 Carbondale, CO 81623 Phone (970) 963-3223 erniekollar@gmail.com June 25, 2019 To: City of Aspen Building Department Aspen, CO 81611 Re: John and Karla Elges Remodel Unit 70, Fasching House Condos, Aspen, CO Ernest Kollar Engineers, Inc. has been retained by John and Karla Elges to perform structural engineering services for the above referenced remodel project. Our understanding is the planned remodel may or may not impact the structural system. Upon exposure of the existing structure, John and Karla Elges are required to contact Ernest Kollar Engineers for a site visit to make this determination. A follow up letter including any additional information such as structural drawings and details will be required. We recommend any building department approvals be subject to this follow up information. Thank you, Ernest Kollar Ernest Kollar, PE Ernest Kollar Engineers, Inc. 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. ______125,000_____ _______________ _______________ _______________ _______________ _______________ _______________ _______________ _______________ 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 BuildingReview BuildingPermit Fee Parks Impact EngineeringReview Zoning Review (50%)School Lands Dedication Zoning Review (50%) CMP (50%)TDM Impact Energy CodeReview REMPPayment Pedestrian Amenity CMP (50%)GIS Housing Cash in Lieu Parks Review City UseTax Water Tap Utility Review County Use Tax 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 LandscapeEfficiencyApproved 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 than50% hardscape area and work affecting 50% or greater of unit sq ft•Projects involving 1,000+ sq ft ofsoil disturbance area Water Efficient Landscaping•Projects that trigger a majorengineering review •Projects involving interioralterations affecting 50% or moreof exisiting gross square footage THIS SECTION MUST BE COMPLETED IN ITS ENTIRETY 747 S Galena 170 273718278019 Fasching House East Mountain Dog Holdings/Karla Elges Karla Elges 970-236-6228 karlaelges@gmail.com 3 2 3 1 1 1 0 1000 1200 N/A 1 0 0 0 N/A 0 0 0 0 N/A 05/21/2019 0122.2019.ARBK Interior remodel. New cabinetry,casework, plumbing, relocation of interior doors, removal of walls X X X X X X LL 5/21/19 3022.50 325.00 315.00 535.00 535.00 325.00 262.50 4650.00 312.50 SV 5/28 L TF 7/5/2019 PH 6/17/19 sw 8/13/19 cs 7/25/19 0122.2019.ARBK MOUNTAIN DOG HOLDINGS / KARLA E 747 SOUTH GALENA # 170 273718278019 DAMM 8/13/19 Double Wood Stud 1 hour fire, STC 55 assembly from the Gypsum Manual (GA-600 Fire Resistance Design Manual): The 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 •Custom Enclosures •E-Catalog •Training & Education •FRPS PowerPoint Presentation •Inspection Checklist •Distributors and Manufacturers Part Number FN-Z-14-14-3 FRPS one hour fire rated wall enclosure is used to protect fixtures including washer boxes, shower valves, dryer exhausts, and recessed icemaker water valves for refrigerators. I.D. dimensions for this one hour fire rated enclosure are 13.50" x 13.50" x 3.00" deep. FRPS one hour fire rated wall enclosures are compatible with all makes and models of plumbing fixtures. Specifications: ASTM E-119; UL263; NFPA 251; ANSI A2.1; UBC 7-1; ULC S101. Intertek / Warnock Hersey Listing Number 20182. "All FRPS products comply with the Recovery Act Buy American provisions" Copyright © 2009 Fire Rated Product Specialities. All rights reserved. Web Design by edigita Proudly Made in the USA Model Number Inside Height Inside Diameter FF109-350 10 3/8” 15” Performance Data For Use: Warnock Hersey - Intertek certified to maintain the fire rating (1 hour) of fire-rated floor/ceiling assemblies. General Information Benefits: 60 minute protection. Fits most popular recessed light fixtures. Can be used in L500 floor/ceiling assemblies. Lightweight (approx. 2.5 lbs). Easy Installation - can be fitted in seconds - no screws, drilling or additional sealant required. Flexible material enables the cover to be fitted around obstacles or retro-fitted. Enhances the acoustic protection of the ceiling. Reduces heat loss through the fixture. Significant energy cost savings. Maintenance free. Manufactured By Tenmat Inc 23 Copper Drive Newport, DE 19804 Phone: (302) 633-6600 Fax: (302) 633-6838 Email: info@tenmatusa.com www.tenmatusa.com TENMAT MODEL FF109-350 Technical Product Specifications Tested to ASTM E119 UBC 7 1 NFPA 251 ASI A2.1 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. U327 September 22, 2017 Bearing Wall Rating — 1 Hr Finished Rating — 23 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. Page 1 of 4U327 -BXUV.U327 -UL Product Spec 8/26/2019http://productspec.ul.com/document.php?id=BXUV.U327 1. Wood Studs — Nom 2 by 4 in. spaced 16 or 24 in. OC. Effectively cross braced. 2. Furring Channel — Resilient, 25 MSG galv steel. Furring channels 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. 3. Gypsum Board* — 5/8 in. thick, 4 ft wide applied vertically. Screw attached one side to 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. Wallboard attached on other side directly to studs with 1-1/4 in. long diamond shaped point, double lead Phillips head steel screws spaced 12 in. OC, vertical joints located over studs. AMERICAN GYPSUM CO — Types AGX-1, M-Glass, AG-C, LightRoc CGC INC — Types C, SCX, SHX, FRX-G, IP-X1, IP-X2, IPC-AR, ULX Page 2 of 4U327 -BXUV.U327 -UL Product Spec 8/26/2019http://productspec.ul.com/document.php?id=BXUV.U327 PANEL REY S A — Type PRX UNITED STATES GYPSUM CO — Types C, SCX, SHX, ULIX, ULX, FRX-G, IP-X1, IP-X2, IPC-AR USG BORAL DRYWALL SFZ LLC — Types C, SCX USG MEXICO S A DE C V — Types C, SCX, SHX, FRX-G, IP-X1, IP-X2, IPC-AR, ULX 4. Batts and Blankets* — 3-1/2 in. thick mineral wool batts, placed to fill interior of wall, attached to the 4 in. face of the studs with staples placed 24 in. OC. ROCKWOOL — Type SAFEnSOUND THERMAFIBER INC — Type SAFB, SAFB FF 4A. Glass Fiber Insulation — (As an alternate to Item 4) — 3 in. thick glass fiber batts bearing the UL Classification Marking as to Surface Burning and/or Fire Resistance, friction-fitted to fill the interior of the wall. See Batts and Blankets (BKNV or BZJZ) Catagories for names of Classified companies. 5. Joints and Screw Heads — Gypsum board joints covered with paper tape and joint compound. Screw heads covered with joint compound. As an alternate, nom 3/32 in. thick gypsum veneer plaster may be applied to the entire surface of Classified veneer baseboard with the joints reinforced with paper tape. 6. 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 10d nails spaced a max. 16 in. OC. vertically. Maximum one non-bearing wall partition Page 3 of 4U327 -BXUV.U327 -UL Product Spec 8/26/2019http://productspec.ul.com/document.php?id=BXUV.U327 UL and the UL logo are trademarks of UL LLC © 2019 All Rights Reserved. intersection per stud cavity. Non-bearing wall partition stud depth shall be at a minimum equal to the depth of the bearing wall. * 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 2017-09-22 Design/System/Construction/Assembly Usage Disclaimer • 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. 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 Service. Always look for the Mark on the product. UL permits the reproduction of the material contained in the Online Certification Directory subject to the following conditions: 1. The Guide Information, Assemblies, Constructions, Designs, Systems, and/or Certifications (files) must be presented in their entirety and in a non-misleading manner, without any manipulation of the data (or drawings). 2. The statement "Reprinted from the Online Certifications Directory with permission from UL" must appear adjacent to the extracted material. In addition, the reprinted material must include a copyright notice in the following format: "© 2019 UL LLC". Page 4 of 4U327 -BXUV.U327 -UL Product Spec 8/26/2019http://productspec.ul.com/document.php?id=BXUV.U327 46 RAL-TL11-082 Based on 5/8" Sheetrock UltraLight Panels Firecode X 48 RAL-TL11-083 Based on 5/8" Sheetrock Firecode core panels 50 BBN-760903 Based on 5/8" Sheetrock Firecode C Core panels 51 RAL-TL11-174 Based on 5/8" double layer Sheetrock UltraLight Panels Firecode X same side as RC-1 channel • 5/8" Sheetrock Firecode core panels, UL Des 327 A-66 or 5/8" Sheetrock UltraLIght Panels Firecode X or 5/8" Fiberock panels – 2x4 wood studs 16" o.c. or 24" o.c. – 3" mineral fiber or fiberglass insulation – RC-1 channel or equivalent 51⁄4" one of these options